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HomeMy WebLinkAboutPermit D18-0189 - SINGH / CASSERD - NEW SINGLE FAMILY RESIDENCE114ST-II 5003 S 114' ST EXPIRED 09/16/2022 D18-0189 **This file was previously purged, it expired without being issued. The file was re -opened and issued but expired prior to final inspection. There will be a PURGED LEAD SHEET as well as an EXPIRED LEAD SHEET. Rachelle Sagen, Permit Supervisor.** Parcel No: Address: 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 3348400975 5003 S 114TH ST Project Name: 114 ST - II COMBOSFR PERMIT Permit Number: D18-0189 Issue Date: 11/1/2018 Permit Expires On: 4/30/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: CASSERD ROBERTA 1087 LAKE WASH BLVD N APT B104 , RENTON, WA, 98056 KAM SINGH 10225 SE 224 ST, KENT, WA, 98031 Phone: (206) 420-9100 AFFIDAVIT - CHARANIIT SINGH Phone: License No: Expiration Date: Lender: Name: DANE DEFOREST Address: PO BOX 4095 , OLYMPIA, WA, 98501 DESCRIPTION OF WORK: CONSTRCUTIO OF A NEW 2801 SQ FT SINGLE FAMILY RESIDENCE WITH A 372 SQ FT ATTACHED GARAGE AND 125 SQ FT COVERED PORCH PUBLIC WORKS ACTIVITIES INCLUDE: EROSION CONTROL, LAND ALTERING, STORM DRAINAGE, SANITARY SIDE SEWER WITH PRIVATE PUMP PACKAGE, WATER SERVICE LINE & WATER METER, DRIVEWAY ACCESS, PAVING & PAVEMENT RESTORATION, TRAFFIC CONTROL, POSSIBLE SEPTIC TANK REMOVAL OR ABANDONMENT, UNDERGROUNDING OF POWER, AND STREET USE. Project Valuation: $386,700.06 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: V-B Electrical Service Provided by: TUKWILA Fees Collected: $13,936.62 Occupancy per IBC: R-3 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: 1 Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 30 Fill: 30 Landscape Irrigation: Sanitary Side Sewer: Number: 1 Sewer Main Extension: Storm Drainage: 1 Street Use: 1 Water Main Extension: Water Meter: Yes Permit Center Authorized Signature: Date: IlE I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to t,jconditions attached to this permit. Signature: Print Name: k /yi 7Ar Date: I 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: Schedule and attend a Preconstruction Meeting with the Public Works Department (Scott Moore, Public Works Senior Inspector and ( , Planning Division), prior to start of work under this permit. To schedule, call Public Works at (206) 433-0179. 3: 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. 4: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-424-5555. 5: 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. 6: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 7: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 8: 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. 9: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify Public Works Inspector before 12:00 Noon on Friday preceding any weekend work. 10: Any material spilled onto any street shall be cleaned up immediately. 11: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 12: 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. 13: The Land Altering Permit Fee is based upon an estimated 30 cubic yards of cut and 30 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. 14: 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 the)? 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. 15: 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. 16: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15%. Turning radii shall be a minimum of 5'. 17: 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. 18: Pavement mitigation fees may apply to this permit. Amount estimated to be xxx sq. ft. x $xx.xx per sq. ft. = $x,xxx.xx. Final measurement to be made in the field by the Public Works Inspector prior to Public Works Final. 19: Owner/Applicant shall contact the local postmaster regarding location of mailbox(es) installation. Location of mailbox(es) installation shall be coordinate with Public works. 20: The property owner is responsible for the maintenance of any new and existing on -site storm drainage systems: including splash blocks, dry wells, infiltration trenches, dispersion trenches, catch basins, yard drains, bioretention, permeable pavement, rainwater harvesting, and perforated pipe connections, as applicable. Following the Public Works Final Inspection for this Building permit, the property owner shall inspect, maintain, and correct on -site storm drainage systems in accordance with the 2016 King County Surface Water Design Manual & TMC 14.30.080. 21: A bond or cash equivalent in the amount of 150% x cost of construction within the City right-of-way made out to the City of Tukwila for possible property damages caused by activites. 22: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 59: Prior to issuance Owner/Applicant shall sign w/Notary a ROW Hold Harmless Agreement for work within the Public right-of-way. 60: CAUTION - Contractor shall field verify location and depth of existing 48-inch metro water line within S. 114th Street that is near the roadway centerline. 23: ***BUILDING PERMIT CONDITIONS*** 24: 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. 25: 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. 26: 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. 27: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 28: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 29: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 30: All wood to remain in placed concrete shall be treated wood. 31: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 32: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 33: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 34: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4-inches shall be maintained above the controls with the strapping. 35: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 36: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 37: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 38: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 39: ***MECHANICAL PERMIT CONDITIONS*** 40: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 41: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 42: Manufacturers installation instructions shall be available on the job site at the time of inspection. 43: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 44: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 45: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 46: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 47: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 48: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and Q 0 49: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 50: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 51: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 52: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 gauge. 53: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 54: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 55: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 56: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 57: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 58: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments 61: Land altering, drainage, and other activities shall comply with the Geotechnical Engineering Report by Sondergaard Geoscience, PLLC, dated September 22, 2017; and subsequent geotechnical evaluations. 70: TO SCHEDULE ALL FIRE INSPECTIONS CALL 206-575-4407. 62: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 63: 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). 65: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 66: 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) 67: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 64: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 68: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 69: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 71: Any septic tanks on the area shall be pumped empty and removed or filled with sand. A copy of the documentation from the business that performed the pumping shall be provided to the Public Works Inspector. 72: Prior to Public Works Final Inspection, Owner/Applicant shall sign w/Notary an SAO Hold Harmless Agreement with the City and record (or) pay cost of recording at King County. 73: No trees shall be removed without first obtaining any required tree permit from the city. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5180 BACKFLOW - FIRE 1700 BUILDING FINAL** 0301 CONCRETE SLAB 5000 CURB, ACCESS, SDW 0610 ENERGY EFF CERT 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 2000 GAS PIPING FINAL 0606 GLAZING 8004 GROUNDWORK 5040 LAND ALTERING 0502 LATH/GYPSUM BOARD 0608 PIPE INSULATION 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 9002 ROUGH -IN GAS PIPING 8005 ROUGH -IN PLUMBING 5070 SANITARY SIDE SEWER 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 5100 STREET USE 0412 UNDERFLOOR FRAMING 9001 UNDERGROUND 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR 5130 WATER METER - PERM City of Tukwila Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-433-0179 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No: 3348400975 Address: 5003 S 114TH ST Applicant: 114 ST - II WATER METER INFORMATION Permit Number: D18-0189 Issue Date: 11/1/2018 Permit Expires On: 7/22/2019 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2801 SQ FT SINGLE FAMILY RESIDENCE WITH A 372 SQ FT ATTACHED GARAGE AND 125 SQ FT COVERED PORCH PUBLIC WORKS ACTIVITIES INCLUDE: EROSION CONTROL, LAND ALTERING, STORM DRAINAGE, SANITARY SIDE SEWER WITH PRIVATE PUMP PACKAGE, WATER SERVICE LINE & WATER METER, DRIVEWAY ACCESS, PAVING & PAVEMENT RESTORATION, TRAFFIC CONTROL, POSSIBLE SEPTIC TANK REMOVAL OR ABANDONMENT, UNDERGROUNDING OF POWER, AND STREET USE. METER #1 METER #2 METER #3 Water Meter Size: 1" Water Meter Type: PERM Work Order Number: 21840123 Connection Charge: $100.00 $0.00 $0.00 Installation: $950.00 $0.00 $0.00 Plan Check Fee: $10.00 $0.00 $0.00 Inspection Fee: $15.00 $0.00 $0.00 Turn on Fees: $50.00 $0.00 $0.00 Subtotal: Cascade Water Alliance (RCFC): $1,125.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTAL WATER FEES: $1,125.00 CITY OF TUKLA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Combination ermit Project.No pplicatton Date Application Expires. " (For`oj we use onl COMBINATION PERMIT APPLICATION - NEW SINGLE FAMILY Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION. Site Address: PROPERTY OWNER Name: --R ,et.,,,, t (I et e of ed e ii,A,,'i . 3 Address: (a 2 i' _22 I S + City: r.....G,,r, fi State: (j_ Zip: qty.? 1 CONTACT PERSON -person receiving all project communication Name: <ps fry) ../'/( 4 y �( Address: r t Z Z� S .�� 2 S-i City: State: (�), Zip: cpirro 3 / e+^'r Phone: �1G 6 20 ci (Fax: off/'\/ Email: ��4, 6: ti �lS� '"'‘ (iv -he) ai I j GENERAL CONTRACTOR; INFORMATION ' Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: King Co Assessor's Tax No.: ARCHITECT OF RECORD ., Company Name: / in h l'►'+a 1 C ,D eS,S h Architect Name: 1 U t'r Address: 1 2 6 Z .m.61 4 ,n Si- S it # 1b L) City:s'cien hey State: c_,/A Zip:Ct gS 4c Phone: c) c 3 8Z % 7 g F: Email: ENGINEER OF RECORD Company Name: 4- 5.G H Engineer Name: Address: 2z e 9 s '1-i -2-Q 2.' blot City: Q (nG L � D16,►rStatc.A Li A Zips gv/if Phone`' e, 9 g (o (c� (" 1 Fax: Email: LENDER/BOND ISSUED (requiredfor projects $5,000,or greater per RCW'19 27095) Name: Address: e .013 City: d I yk, p► State.Zip:€78 PROJECT INFORMATION — c Valuation of project (contractor's bid price): $ Scope of work (please provide detaile ‘1 formation): DETAILED BUILDING INFORAMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement Is` floor -^�O a 2nd floor - (0 fl i Garage ■ carport ■ a Deck — covered ❑ uncovered ■ I LS Total square footage 3 2 .7 p 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: �+� <- a Value of mechanical work $ cur furnace <100k btu. thermostat emergency generator PLUMBING: Value of plumbing/gas piping work $ fuel type: "electric ❑ gas appliance vent ventilation fan connected to single duct co wood/gas stove 1 water heater (electric) other mechanical equipment bathtub (or bath/shower combo) dishwasher lavatory (bathroom sink) water heater (gas) g000 bidet floor drain sink lawn sprinkler system clothes washer shower water closet gas piping outlets PUBLIC WORKS PERMIT INFORIfTION— 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 la... Tukwila 0 ...Water District #125 ❑ .. Letter of water availability provided SEWER DISTRICT Er. Tukwila ❑ .. Sewer use certificate ❑... Highline ❑ ...Valley View 0...Renton 0 ...Letter of sewer availability provided 0 .. Renton ❑ .. Seattle SEPTIC SYSTEM: 0 .. 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): 0.. Civil Plans (Maximum Paper Size — 22" X 34") E .. Technical Information Report (Storm Drainage) Geotechnical Report ❑ ...Hold Harmless — (SAO) 0 .. Bond ❑... Insurance ❑... Easement(s) ❑...Maintenance Agreement(s) ❑ ...Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ .. Right -Of -Way Use - Potential disturbance ❑... Con struction/Excavation/Fi11 - Right -of -Way... ❑ -or- Non Right -of -Way.. 0 ❑ .. Total Cut ❑ .. Total Fill Cubic Yards ❑... Work In Flood Zone Cubic Yards 0... Storm Drainage ❑ .. Sanitary Side Sewer ❑...Abandon Septic Tank ❑ ..Trench Excavation 0 .. Cap or Remove Utilities ❑... Curb Cut 0 ..Utility Undergrounding 0 .. Frontage Improvements 0...Pavement Cut 0 ..Backflow Prevention - Fire Protection ❑ .. Tra c Control 0... Looped Fire Line Irrigation 'Permanent Water Meter Size p " WO # ❑ .. Residential Fire Meter Size " WO # ❑ .. Deduct Water Meter Size ❑ .. Temporary Water Meter Size " WO # Domestic Water 53 ❑ .. Sewer Main Extension Public ❑ - or - Private ❑ ❑ .. Water Main Extension Public ❑ ❑ - or - Private FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line number of public fire hydrant(s) ❑ .. water ❑ .. sewer ❑ .. sewage treatment MONTHLY SERVICE BILLING TO: Name: Day Telephone: Mailing Address: City State Zip WATER METER REFUND/BILLING: Name: Day Telephone: Mailing Address: City State Zip PERMIT APPLICATION NOTES u PPLICABLE TO ALL PERMITS IN THIS .. PLICATION Value of construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PROPERTY O�OR AUrRIZEILAGENT: Signature: Print Name: Mailing Address: C 0 2 2 .S S' L . S fi Date: gj 1 2 cc/ it g Day Telephone O G Li 2 b 9' /6 o K2 L ,s (fdj City State Zip BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME j 1 4 g PERMIT# .bot39 5003 S (144 y) 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 category: 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 Tess D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume 3 o Enter total fill volume Soo -75o/I I50o�2Sob i �00 6 Sao i 14,3 — $250 (1) than $200,000 of A. 30 cubic yards cubic yards $ /43 Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 1-(37S (4) (5) The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shallbe charged 25% of the Total Plan Review Fee. Approved 09.25.02 i ....• o,...:....a ni ni io 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 -'.71kb $ 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 1 B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. Z3 5o QUANTITY IN CUBIC YARDS RATE ✓ 50 or less ✓ $23.50 51 —100 $37.00 101 — 1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. ,_, 9. Technology Fee (5% of 6+8) (7) (8) (9) Approved 09.25.02 act Ravicari n1 n1 1R 2 Q 0 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* lei 2� 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 (Ornnce 77) $ B. AllentownSewer (Ei9d$ 9(02`l�l;)elni C. Ryan Hill Water (Ordinance 1777) $ N o u�E D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord '2177) $ R4Mh-AiA F. Special Connection (TMC Title 14) PEA $ J240 S6w G. -D iwamish . " , . (p . $ 54o SE wEK H. Transportation Mitigation $ I. Other Fees $ — Total A through I $ 1 6, Z$ - (10) 02 DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 2795a ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2018- 1231.2011 Total Fee 0.75 $625 $6005 $6630 J 1 ,/ $1125 $15,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Temporary Meter 0.75" $300 2.5" $1,500 3 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT I QUANTITY PAID $69.87 D18-0189 Address: 5003 S 114TH ST Apn: 3348400975 $69.87 Credit Card Fee $2.04 Credit Card Fee R000.369.908.00.00 0.00 $2.04 FRAMING 12/27/2019 LSIP $67.83 FRAMING 12/27/2019 LSIP TOTAL FEES PAID BY RECEIPT: R19438 R000.359.000.00.01 0.00 $67.83 $69.87 Date Paid: Thursday, January 02, 2020 Paid By: CHARANJIT SINGH Pay Method: CREDIT CARD 938023 o CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 01/02/2020 11:00:02 AM CREDIT CARD SALE VISA CARD NUMBER: **********5699 K TRAN AMOUNT: $69.87 APPROVAL CD: 938023 RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT 1 QUANTITY 1 PAID PermitTRAK D18-0189 Address: 5003 S 114TH ST Apn: 3348400975 DEVELOPMENT ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R18681 R000.345.830.00.00 1.00 $70.00 $70.00 Date Paid: Wednesday, September 25, 2019 Paid By: TUKWILA EDGE LLC Pay Method: CHECK 381 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY PermitTRAK PAID $11,067.04 D18-0189 Address: 5003 S 114TH ST Apn: 3348400975 $11,067.04 - 1 INCH $1,125.00 CONNECTION CHARGE R401.379.002.00.00 0.00 $100.00 METER/INSTALL DEPOSIT B401.245.100 0.00 $950.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00 WATER METER INSPECTION R401.342.400.00.00 0.00 $15.00 WATER TURN -ON FEE R401.343.405.00.00 0.00 $50.00 DEVELOPMENT $4,362.12 PERMIT FEE R000.322.100.00.00 0.00 $4,030.12 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 PW PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $163.75 PW CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $163.75 IMPACT FEE $4,240.00 FIRE R304.345.852.00.00 0.00 $1,571.00 PARK R104.345.851.00.00 0.00 $2,669.00 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 SEWER SERVICE FEE $666.00 SEWER - HOME/DEVELOP R402.379.002.00.00 0.00 $666.00 TECHNOLOGY FEE $232.92 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15747 R000.322.900.04.00 0.00 $232.92 $11,067.04 Date Paid: Thursday, November 01, 2018 Paid By: TUKWILA EDGE LLC Pay Method: CHECK 1220 Cash Register Receipt City of Tukwila Rt4766 DESCRIPTIONS PermitTRAK ACCOUNT I QUANTITY PAID $2,869.58 D18-0189 Address: 5003 S 114TH ST A►pn: 3348400975 $2,869.58 DEVELOPMENT $2,619.58 PLAN CHECK FEE R000.345.830.00.00 0.00 $2,619.58 PUBLIC WORKS $250.00 BASE APPLICATION FEE TOTAL FEES PAID BY RECEIPT: R14766 R000.322.100.00.00 0.00 $250.00 $2,869.58 Date Paid: Thursday, June 21, 2018 Paid By: TUKWILA EDGE LLC Pay Method: CHECK 117 Permit Number: D18-0189 Applied: 6/21/2018 Issued: 11/1/2018 Status: EXPIRED Parent Permit: Parent Project: Details: Permit Inspections City of Tukwila Description: 114 ST - II Approved: 11/1/2018 Site Address: 5003 S 114TH ST Finaled: City, State Zip Code:TUKWILA, WA98178 Applicant: 114 ST - II Owner: CASSERD ROBERT A Contractor: SAIGHAR LLC CONSTRUCTION OF A NEW 2801 SQ FT SINGLE FAMILY RESIDENCE WITH A 372 SQ FT ATTACHED GARAGE AND 125 SQ FT COVERED PORCH PUBLIC WORKS ACTIVITIES INCLUDE: EROSION CONTROL, LAND ALTERING, STORM DRAINAGE, SANITARY SIDE SEWER WITH PRIVATE PUMP PACKAGE, WATER SERVICE LINE & WATER METER, DRIVEWAY ACCESS, PAVING & PAVEMENT RESTORATION, TRAFFIC CONTROL, POSSIBLE SEPTIC TANK REMOVAL OR ABANDONMENT, UNDERGROUNDING OF POWER, AND STREET USE. W °@ INSPECTIONS SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS FOOTING DRAINS Building Inspector Notes: MECH EQUIP EFF Building Inspector Notes: PIPE _DUCT INSULATION Building Inspector Notes: STREET USE Eric Pritchard Notes: ENERGY EFF CERT Building Inspector Notes: GLAZING Building Inspector Notes: PIPE INSULATION Building Inspector Notes: Pernliit Inspections City of Tukwila SLAB_FLOOR INSUL Notes: Building Inspector UNDERFLOOR FRAMING Building Inspector Notes: UNDERGROUND Building Inspector Notes: ROUGH -IN GAS PIPING Building Inspector Notes: GAS PIPING FINAL Building Inspector Notes: PUBLIC WORKS PRE -CON Scott Moore Notes: STORM DRAINAGE Scott Moore Notes: GAS FIREPLACE INSERT Building Inspector Notes: BACKFLOW - FIRE Eric Pritchard Notes: EROSION MEASURES FNL Eric Pritchard Notes: PIPE INSULATION Building Inspector Notes: IPLUMBING FINAL Building Inspector Notes: Revision #2, Adding one bathroom in basement. Revision #2, Adding one full bathroom in basement. ROUGH -IN PLUMBING Building Inspector Notes: Revision #2, adding one full bath in basement. FRAMING Building Inspector Notes: BUILDING FINAL** Building Inspector 2064209100 Notes: EROSION MEASURES Scott Moore Notes: SANITARY SIDE SEWER Scott Moore Notes: FIRE D PERMIT FINAL FMO Notes: PUBLIC WORKS FINAL Scott Moore 2064209100 Notes: SPRINKLER FINAL FMO Notes: 11/21/2018 PM 11/21/2018 FOOTING Bill Centen NOT APPROVED 02232 Notes: 11-21-2018 B.C. Not Approved 1. No plans onsite. 2. Need tp string property lines. 3. Identify Property corners or provide survey. 4. Post address. 11/28/2018 AM 11/28/2018 FOOTING Bill Centen PARTIAL APPROVAL 61327 Notes: 11/28/2018 - BC 1. Need to have property corners surveyed. Proceed at your own risk. 12/5/2018 PM 12/5/2018 FOOTING Bill Centen APPROVED 92727 Notes: Permit Inspections City of Tukwila 1/2/2019 PM 1/2/2019 FOUNDATION WALL Bill Centen APPROVED 39134 Notes: 1/10/2019 PM 1/10/2019 EROSION MEASURES FNL Eric Pritchard NOT APPROVED 194592 Notes: NOT READY COVER EXPOSED SOILS AND RE -INSTALL SILT FENCE 1/10/2019 PM 1/10/2019 LAND ALTERING Eric Pritchard CANCELLED 202493 Notes: INSPECTION CANCELLED 1/11/2019 PM 1/10/2019 FOOTING DRAINS Russell Steinike PARTIAL APPROVAL 184433 Notes: 1/10/2019 - BC Partial approval - Footing drains are approved around foundation only. 1. No connection to infiltration system at this time. 1/11/2019 1/11/2019 EROSION MEASURES Eric Pritchard PARTIAL APPROVAL Notes: SILT FENCE IN PLACE. NEED TO COMPLETE BURYING TAIL FOR PROPER INSTALL. 1/23/2019 AM I 1/23/2019 GROUNDWORK Bill Centen APPROVED 342145 Notes: 1/25/2019 AM 1/25/2019 CONCRETE SLAB Russell Steinike APPROVED 432930 Notes: 2/14/2019 11:45 2/14/2019 AM EROSION MEASURES Eric Pritchard I APPROVED Notes: Erosion Measures maintained in place. Unable to verify ground cover due to snow. 3/14/2019 AM 3/14/2019 ROOF SHEATHING I Bill Centen I APPROVED I 30839 Notes: 3/14/2019 AM 3/14/2019 WALL SHEATHING_ SHEAR Bill Centen PARTIAL APPROVAL 305944 Notes: 3/14/2019 - BC 1. Front and sides of house still have corrections. Remove shiners and re -nail accordingly. 2. Gables are not nailed. Permit inspections City of Tukwila 4/17/2019 PM 4/17/2019 WALL SHEATHING._ SHEAR Bill Centen PARTIAL APPROVAL 255922 Notes: 4/17/2019 - BC *Front, Back and right side of house are approved only. 1. Will still need to inspect Left side of house due to Gables are not nailed. Will see when Pump Jacks are installed for safety reasons due to excessive height. Call for re -inspection when Gables have been nailed as discussed. 4/17/2019 - BC *Front, Back and right side of house are approved only. 1. Will still need to inspect Left side of house due to Gables are not nailed. Will see when Pump Jacks are installed for safety reasons due to excessive height. Call for re -inspection when Gables have been nailed as discussed. 4/26/2019 AM 4/26/2019 WALL SHEATHING_SHEAR Bill Centen APPROVED 91626 Notes: 5/3/2019 5/3/2019 EROSION MEASURES Eric Pritchard NOT APPROVED Notes: Silt fence is failing, and dirt and debris have spilled onto neighboring property. Please correct immediately. 5/10/2019 5/10/2019 EROSION MEASURES Eric Pritchard NOT APPROVED Notes: No change from last week. 5/13/2019 PM 5/13/2019 ROUGH IN PLUMBING Bill Centen NOT APPROVED 562946 Notes: 1. 2nd floor not on test. 2. Fire Sprinklers not installed. 3. Provide Freeze proof Hose bibs. 4. Master Tub not installed. 5. Provide pressure reducing valve. 5/14/2019 5/14/2019 ROUGH IN MECHANICAL Russell Steinike NOT APPROVED Notes: Ductwork from Garage to living space needs to be 26 ga metal. Exhaust ductwork needs to terminate at the exterior. Return air needs to be resized to accommodate added sq ft in basement. 5/14/2019 5/14/2019 MECH EQUIP EFF Russell Steinike CANCELLED Notes: Not Ready, Not complete. 5/14/2019 5/14/2019 PIPE_DUCT INSULATION Russell Steinike NOT APPROVED Notes: Ductwork in Basement needs to be Insulated or Plans need to be revised to show additional living space. 5/14/2019 5/14/2019 GAS FIREPLACE INSERT Russell Steinike NOT APPROVED Notes: Not Ready, Not complete. 5/14/2019 5/14/2019 MECHANICAL FINAL Russell Steinike CANCELLED Notes: Called in Error. 5/22/2019 AM 5/22/2019 SANITARY SIDE SEWER Eric Pritchard PARTIAL APPROVAL 39296 Notes: Looked at storm drainage and sanitary side sewer - work has begun, per plan with a couple of small changes due to existing topography. Contractor shall submit revised plans to PW Engineering for review and approval, as sewer connection does not follow existing plans or standards. 5/22/2019 AM 5/22/2019 ROUGH -IN PLUMBING Russell Steinike APPROVED 93178 Notes: 6/13/2019 6/13/2019 SPRINKLER COVER Brian Lucero NOT APPROVED DO NOT FINALS " " " " " Notes: 1. Need hydro 2. Sprinklers were installed by non- certified sprinkler fitter ( home owner) Sprinkler system MUST BE REMOVED!!! Talk to Captain Lucero before sprinkler cover! !. Sprinkler system not installed per approved plans and is installed incorrectly. 2. Excess glue on outside of CPVC ( not approved installation instructions followed). 3. The fire sprinkler system is illegally suppling domestic water service to the house. 4. The backflow that is installed is not per plans. 5. Pipe threads for sprinkler head is crossed threaded. 6. Sprinkler pipe in upstairs bedroom is attached to the top cord of the truss. ( the pipes will freeze). 7. Sprinklers are not secured at sprinkler head and will either break or pop above the sheetrock when the sprinkler head is activated. 8. Sprinkler system is missing 2nd supply line for the required water flow. 9. Homeowner misrepresented himself during my initial inspection. Mr. Singh stated that Ed Cogar from Norco had installed the system. 10. Sprinkler system is not hung per NFPA13D. ALL FIRE INSPECTIONS TO ARE TO BE WITHHELD UNTIL MR. SINGH'S OBLIGATION TO INSTALL THE FIRE HYDRANT IS COMPLETED! 9/10/2019 9/10/2019 EROSION MEASURES Eric Pritchard NOT APPROVED Notes: Erosion control measures are failing along west and south borders of the work area. Silt fence is no long intact in several locations. The entire area just south of the house appears to be sloughing off down the hillside. Contractor shall re -install erosion control measures to prevent muddy discharge from leaving the site. It is highly recommended that the contractor schedule a Geotech engineer to evaluate the soils south of the house. 9/30/2019 9/30/2019 EROSION MEASURES Eric Pritchard PARTIAL APPROVAL I Notes: Silt fencing has been restored. OK to proceed. Permit Inspections City of Tukwila 9/30/2019 9/30/2019 SANITARY SIDE SEWER Eric Pritchard PARTIAL APPROVAL Notes: Revised plans for sewer tie-in have been approved. OK to bury. 11/19/2019 11/19/2019 EROSION MEASURES Eric Pritchard NOT APPROVED Notes: Block wall (unapproved retaining wall, not per plan) has failed, resulting in concrete bricks and mud flowing into neighbor's property. 12/12/2019 AM 12/12/2019 FRAMING Bill Centen NOT APPROVED 564335 Notes: 1. Not ready 12/18/2019 AM 12/18/2019 ROUGH -IN MECHANICAL Bill Centen APPROVED 371356 Notes: 12/18/2019 AM 12/18/2019 FRAMING Bill Centen NOT APPROVED 363344 Notes: 12/18/2019 - BC 1. Install a positive connection at post/beam connections for front porch cover on "Both sides". 2. Need to shim under 2nd truss due to not having full bearing at front entry truss. 3. Pressure block both (Non -tail trusses in above of front entry. 4. Missing truss clips at Mono trusses in garage. 5. Strap broken top plates at garage warm wall to house. 6. Finish foam and caulk in garage. "Check all". 7. Seal all electrical boxes on all exterior walls. Check all 8. Install collar ties at overframe at 48" o.c. 9. Missing vapor barrier behind master tub. 10. Install missing drag strut above Master tub per plan. 11. Plumbing waste for cloths washer is not plumbed correctly. Stand pipe needs to be a minimum of30" and is currently missing the P-trap. All plumbing fixtures are required to have a p-trap. 12. Fire sprinklers are missing "Tenting" all sprinkler piping is required to have insulation batts over the top of the sprinkler piping in the attic. 13. Fire Dept has not done "Bucket test". Need to schedule this inspection. 14. Need to insulate and install FSK vapor barrier behind Future electric fireplace. 15. Pressure block between Mono trusses above rear covered deck at back of house. 16. Island sink is not plumbed correctly. Missing island loop and foot vent. 17. Install missing HTS20 twist stap at 6" x 12" GLB to dbl top plates per approved plan on upper floor framing plan. 18. Insulate mechanical chase in basement at 10' intervals. 19. Install HTS20 twist strap per main floor framing plan in basement. 20. Need to change all 2" x 2" washers to required 3" x 3" plate washers per approved plans. Check all. 21. Strap broken top plates in basement due to intersecting3" DWV's. Check all. 22. Repair and re -plumb horizontal drain behind stairs in basement. Horizontal portion is running "uphill" need to fix this. 12/27/2019 AM 12/27/2019 FRAMING Lee Sipe REINSPECT FEE Re -inspection Fee required Notes: REINSPECTION FEE REQUIRED PERMIT PACKAGE NOT AVAILABLE RESCHEDULE INSPECTION Permit Inspections City of Tukwila 1/6/2020 1/6/2020 SPRINKLER COVER Brian Lucero APPROVED Notes: Remove non approved fire caulking around all sprinkler pipe. Remove black pipe rap around all sprinkler pipe. Tenting is required to meet cade, improve tenting before cover. Ok to cover after corrections are made! 1/7/2020 AM 1/7/2020 FRAMING Bill Centen NOT APPROVED 584169 Notes: 1/7/2020 1. Frame in attic access in garage 2. Poly seal all exterior plate line on 1st and 2nd floor. 3. Install collar ties at48" o.c. 4. Finish bracing Gables per Alt bracing detail. 5. Install cardboard baffles at birdblocks. 6. Missing lag bolts at deck ledger connection. Install 1/2" x 5" galvanized lags at 32" o.c. staggered. 1/9/2020 1/9/2020 FRAMING Bill Centen APPROVED Notes: 1/9/2020 AM 1/9/2020 WALL INSULATION PARTIAL Bill Centen APPROVAL 58543 Notes: 1/9/2020 - BC *Garage and 2nd floor are approved - Ok to sheetrock these locations. 1. Main floor and Lower floor are not ready at this time. DO NOT COVER. 1/13/2020 AM 1/13/2020 LWALL INSULATION Bill Centen APPROVED 513930 Notes: 1/16/2020 AM 1/16/2020 LATH_GYPSUM BOARD Lee Sipe APPROVED #7 Notes: 2/10/2020 3 5 2020 / / EROSION MEASURES Eric Pritchard NOT APPROVED Notes: Received a call from a concerned neighbor. Temporary erosion measures on slope from driveway down to the neighbors' property are not adequate, and there are signs of erosion. 3/10/2020 PM 3/10/2020 EROSION Eric Pritchard I PARTIAL MEASURES APPROVAL I Notes: Met with Sandi on site; the erosion measures on the west side of the entrance have been restored, but I requested that they pull some of their materials that are currently overhanging the neighboring property back up the slope. They plan to bring some equipment out to perform that work as soon as possible. 3/31/2020 AM 3/31/2020 PLUMBING FINAL Lee Sipe NOT APPROVED No inspection per SHSH order Notes: Cancelation confirmation Number: 352949; ...currently we are unable to inspect your project due to Governor Inslee's "Stay Home, Stay Healthy" Proclamation that states that all construction is to cease , except for essential facilities, ... "commercial and residential construction is not authorized under the Governor's Proclamation because construction is not considered to be an essential activity... " 6/22/2020 AM 6/24/2020 PLUMBING FINAL Lee Sipe CANCELLED 322657 Notes: 6/24/2020 AM 6/26/2020 MECHANICAL FINAL Lee Sipe NOT APPROVED 314335 Notes: No Access No phone number. No plans/permit Not ready. 6/30/2020 AM 6/30/2020 PLUMBING FINAL Lee Sipe NOT APPROVED 453094 Notes: Call to let in 425-301-2368 ***THIS IS NOTA COMPLETE INSPECTION*** 1. Kitchen faucet not secured. 2. Kitchen drain not installed correctly w/ vent - not even glued in. 3. Lavitory drains leaking. 4. water not on all faucets. 5 water heater T&P not installed correctly. 6. Main water shut off not labeled. 7 Plan needs revised to show ADU downstairs. 8. Downstairs plumbing not finished. 6/30/2020 AM I 7/1/2020 MECHANICAL FINAL Lee Sipe NOT APPROVED 445226 Notes: Call to let in 425-301-2368 Called Kam. Mechanical not complete or ready for final. 7/2/2020 AM 7/7/2020 PLUMBING FINAL Lee Sipe NOT APPROVED 55968 Notes: ***THIS IS NOT A COMPLETE INSPECTION*** 1. Main water line coming into garage, polyethylene not allowed inside house. 2. Main water line needs tracer wire. 3. Need bollard installed in garage to protect water heater & furnace. 4. water not on all faucets. 5 water heater T&P not installed correctly. 6. Main water shut off not labeled. 7 Plan needs revised to show ADU downstairs. 8. Downstairs plumbing not finished. 9. Porvide inspection reports for next inspections. 10. Gas piping not approved on permit card. 7/7/2020 7/7/2020 MECHANICAL FINAL' Lee Sipe I NOT APPROVED I Notes: ***THIS MAY NOT BE A COMPLETE INSPECTION*** 1. Need bollard in garage to protect water heater & furnace. pPermit Inspections City of Tukwila 7/9/2020 AM 7/9/2020 EROSION MEASURES FNL Eric Pritchard NOT APPROVED 47851 Notes: There is no sod, hydroseeding, nor landscaping installed yet. Exposed soil all over the property. 7/9/2020 AM 7/9/2020 BACKFLOW - FIRE Eric Pritchard PARTIAL APPROVAL 464089 Notes: USC-listed double check valve assembly is installed per spec. Needs passing test report from certified BAT and plugs in the test cocks prior to final approval. 7/9/2020 7/9/2020 CURB ACCESS SDW Eric Pritchard NOT APPROVED Notes: New concrete driveway does not match approved plans, and contractor is proposing to utilize existing driveway approach, which does not meet current city standards for grade and also extends to the property line with no 5 foot buffer. Contractor needs to submit revised drawing showing new concrete driveway and proposed asphalt approach. 7/9/2020 AM 7/9/2020 PUBLIC WORKS FINAL. Eric Pritchard NOT APPROVED 473494 Notes: PRIOR TO FINAL, $103 TO BE PAID FOR RECORDING SAO AGREEMENT. Not ready for final inspection. 7/9/2020 AM 7/9/2020 STREET USE Eric Pritchard CANCELLED 453798 Notes: Not ready for street use final, as the new approach has not yet been installed in the right of way. 7/9/2020 AM 7/9/2020 WATER METER PERM Eric Pritchard APPROVED 461299 Notes: Contractor is utilizing existing water meter. Current reading: 6,036.30 7/9/2020 7/9/2020 SANITARY SIDE SEWER Eric Pritchard PARTIAL APPROVAL Notes: Contractor demonstrated side sewer grinder pump operability. Side sewer is OK to final after receipt of maintenance agreement. 7/14/2020 AM 1/13/2020 ROOF_CEILING INSUL Lee Sipe APPROVED 361540 Notes: 7/14/2020 AM 7/14/2020 MECHANICAL FINAL Lee Sipe APPROVED 301994 Notes: 7/14/2020 AM 7/14/2020 PLUMBING FINAL Lee Sipe APPROVED 354082 Notes: Cancelation confirmation Number: 342082; 7/29/2020 7/29/2020 SPRINKLERS I Brian Lucero I APPROVED Notes: Bucket test: 2 heads 7.5 gal each = 15 gal at 30 seconds Permit Inspections City of Tukwila 10/6/2020 PM 10/6/2020 BUILDING FINAL** Darrin Graham NOT APPROVED 2064209100 Notes: Smoke Detector Interconnect not working. Safety Glazing required at Tub enclosure @ masterbath level 3. / Handrails need to extend 12" inches beyond top and bottom risers of both stairways./ Provide Insulation Certificate and blower door test certification./ Provide permit and approved plans for inspection./ Provide ladder for access to attic./ Provide electrical approval/fire approval 10/19/2020 PM 10/19/2020 BUILDING FINAL** Bernard Moore NOT APPROVED 2064209100 Notes: 1. Need Public Works Final approval 2. Need to verify Fire Final approval 3. Need Fire Alarm approval. 10/19/2020 PM 10/19/2020 CURB ACCESS SDW Eric Pritchard APPROVED 2064209100 Notes: 1/6/2021 1/6/2021 EROSION MEASURES Scott Moore NOT APPROVED Notes: There is no erosion control installed will talk with Greg V for back up 3/16/2021 AM 3/16/2021 PUBLIC WORKS FINAL Scott Moore NOT APPROVED 2064209100 Notes: 1.) Need silt fence removed joining adjacent down stream property. 2.) Need storm water maintenance agreement recorded to the property. 3.) Storm As-Builts for the added walls and pipe over the embankment with out flow control. 4.) Need sewer maintenance agreement recorded to the property. 9/9/2021 AM 9/9/2021 PUBLIC WORKS FINAL Scott Moore NOT APPROVED 2064209100 Notes: Not approved. Wall and build up of erosion control fencing needs removed. Transition for final grading needs to be completed. Wall drain needs inspection Vegetated flow path not installed per plan. This permit is expired. FILE rsE Engineering Re: SJ805166 KAM SINGH / L2D-2781 / RMW Tri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 The truss drawing(s) referenced below have been prepared by Tri-State Engineering under my direct supervision based on the parameters provided by The Truss Company (Sumner). Pages or sheets covered by this seal: I12271143 thruI12271166 My license renewal date for the state of Washington is August 20, 2018. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 31 2018 City of Tukwila BUILDING DIVISION May 14,2018 RECEIVED CITY OF TUKWILA JUN 212018 PERMIT CENTER Terry Powell The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. 11iQ.niaq Job Truss Truss Type Qty Ply KAM SINGH / L2D-2781 / RMW 112271143 SJ805166 A01 GABLE 1 1 Job Reference (optional) Truss Co, • Sumner, WA -1-6-0 1-6-0. 8.210 s Feb 19 2018 MiTek Industries, Inc. Fri May 11 11:04:14 2018 Page 1 ID:rOXvP33bYe 3ow_7gLstF4zHbeL-RRAbaIcMgV/2Tr"WL8j4rmebayuVbLeudEllbFtzHbl? 8-4-0 8g-�58g 8-4-0 0.11-18 8 6.00 12 I•I Magi 141A4102 IMI I Kr AAAAAAAAA••AA02 KIN 2x4 = 14 13 12 11 10 9 Scale = 1:26.9 LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TP12014 CS!. TC 0.15 BC 0.02 WB 0.04 Matrix-P DEFL. in (loc) Vdefl Ud Vert(LL) 0.00 1 n/r 120 Vert(CT) -0.00 1 n/r 90 Horz(CT) -0.00 9 n/a n/a PLATES GRIP MT20 185/148 Weight: 39 Ib FT = 20% LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud OTHERS 2x4 HF Stud REACTIONS. All bearings 8-5-8. (Ib) - Max Horz 2=128(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) 2, 9, 10, 11, 12, 13, 14 Max Gray All reactions 250 Ib or less at joint(s) 2, 9, 10, 11, 12, 13, 14 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (12) 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 9, 10, 11, 12, 13, 14. 12) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard May 14,2018 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Job Truss Truss Type Qty Ply KAM SINGH / L2D-2781 / RMW 112271144 SJ805166 A02 MONO TRUSS 3 1 Job Reference (optional) Truss Co, Sumner, WA -1-6-0 1-6-0 8.210 s Feb 19 2018 MiTek Industries, Inc. Fri May 11 11:04:15 2018 Page 1 ID:rOXvP33bYe 3ow 7gLstF4zHbeL-vdkzn5d_bpfv5?4YhQb4Jr8hulkt43LnTym8nJzHbl_ 4-11-13 1 B-4-0 r�8 4-11-13 3-4-3 0-1-8 1.5x4 11 4 6.00 12 1.5x4 �� hihh... 00. r1COI 8-5-8 8-5-8 Scale = 1:28.2 Plate Offsets (X,Y)- f2:0-2-9,0-1-81 LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TPI2014 CSI. TC 0.39 BC 0.46 WB 0.15 Matrix -MP DEFL. in (loc) 1/deft Vert(LL) -0.16 5-8 >612 Vert(CT) -0.29 5-8 >349 Horz(CT) 0.00 5 n/a Ud 360 240 n/a PLATES GRIP MT20 185/148 Weight: 32 Ib FT = 20% LUMBER - TOP CHORD BOT CHORD WEBS 2x4 HF No.2 2x4 HF No.2 2x4 HF Stud REACTIONS. (lb/size) 2=440/0-3-8 (min. 0-1-8), 5=324/0-1-8 (min. 0-1-8) Max Horz 2=128(LC 9) Max Uplift 2=-49(LC 10), 5=-53(LC 10) Max Gray 2=456(LC 17), 5=384(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-387/48 BOT CHORD 2-5=-54/319 WEBS 3-5=391/100 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (10) 1) Wind: ASCE 7-10; Vult=l lomph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 5. 10) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard May 14,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1411.7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Job SJ805166 Truss B01 Truss Type GABLE Oty KAM SINGH / L2D-2781 / RMW 112271145 Truss Co, Sumner, WA -1-6-0 1-6-0 Job Reference (optional) 8.210 s Feb 19 2018 MiTek Industries, Inc. Fri May 11 11:04:16 2018 Page 1 ID:rOXvP33bYe_3ow 7gLstF4zHbeL-NpHL?RecM7nmj9fkF86Js3hwai77pXjwicWhlmzHbHz 5-8-12 1 11-5-8 12-11-8 5-8-12 5-8-12 1-6-0 5-8-12 5x8 = 3 11-5-8 5-8-12 5-8-12 Scale = 1:24.3 Plate Offsets (X,Y)- LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 * BCDL 7.0 12:0-4-0 0-2-11, f4:0-4-0,0-2-11 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TPI2014 CSI. TC 0.14 BC 0.27 WB 0.08 Matrix-P DEFL. in (loc) I/dell Vert(LL) -0.03 2-6 >999 Vert(CT) -0.05 2-6 >999 Horz(CT) 0.01 4 n/a Ud 360 240 n/a PLATES GRIP MT20 185/148 Weight: 60 Ib FT = 20% LUMBER - TOP CHORD BOT CHORD WEBS OTHERS 2x4 OF No.1&Btr 2x4 HF No.2 2x4 HF Stud 2x4 HF Stud REACTIONS. (Ib/size) 2=554/0-5-8 (min. 0-1-8), 4=554/0-5-8 (min. 0-1-8) Max Horz 2=41(LC 10) Max Uplift 2=59(LC 10), 4=-59(LC 11) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-15=-562/14, 3-15=-470/23, 3-16=-469/22, 4-16=-562/13 BOT CHORD 2-6=0/424, 4-6=0/424 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (11) 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category 11; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 23.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 4. 11) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard May 14,2018 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/1.7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Job Truss Truss Type Qty Ply KAM SINGH / L2D-2781 / RMW 112271146 SJ805166 602 Common 1 1 Job Reference (optional) Truss Co, Sumner, WA -1-6-0 1-6-0 8.210 s Feb 19 2018 MiTek Industries, Inc. Fri May 11 11:04:17 2018 Page 1 ID:rOXvP33bYe_3ow_7gLstF4zHbeL-sOrkCnfE7RvdKJEwprdYOGD0D6RIY z4wFFFgCzHbHy 5-8-12 11-5-8 12-11-8 5-8-12 5-8-12 1-6-0 5-8-12 5-8-12 4x4 = 11-5-8 5-8-12 4x4 = Scale =1:23.5 Plate Offsets (X.Y)— f2:0-1-12,Edge), f4:0-1-12,Edgel LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 " BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TPI2014 CSI. TC 0.47 BC 0.40 WB 0.08 Matrix -MP DEFL. in (loc) I/defl L/d Vert(LL) -0.05 6-12 >999 360 Vert(CT) -0.08 6-12 >999 240 Horz(CT) 0.01 4 n/a n/a PLATES GRIP MT20 185/148 Weight: 36 Ib FT = 20% LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud REACTIONS. (Ib/size) 2=557/0-5-8 (min. 0-1-8), 4=557/0-5-8 (min. 0-1-8) Max Horz 2=43(LC 10) Max Uplift 2=56(LC 10), 4=-56(LC 11) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-13=-607/32, 3-13=521/40, 3-14=521/40, 4-14=-607/32 BOT CHORD 2-6=0/466, 4-6=0/466 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads. 6) This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 4. 8) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard May 14,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Job Truss Truss Type Qty Ply KAM SINGH / L2D-2781 / RMW 112271147 SJ805166 B03 Common 1 1 Job Reference (optional) Truss Co, Sumner, WA -1-6-0 1-6-0 8.210 s Feb 19 2018 MiTek Industries, Inc. Fri May 11 11:04:18 2018 Page 1 ID:rOXvP33bYe_3ow 7gLstF4zHbeL-KCP6Q7gstk1 UyTp7NZ9nxUmBOM7HRCD9v?oNezHbHx 5-8-12 I 11-5-8 5-8-12 5-8-12 4x4 = 3 5-8-12 11-5-8 4x4 = Scale = 1:22.7 5-8-12 5-8-12 Plate Offsets (X,Y)— f2:0-2-8,Edoel. f4:0-2-8,Edael LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 ' BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TP12014 CS!. TC 0.49 BC 0.49 WB 0.08 Matrix -MP DEFL. in (loc) 1/defl Vert(LL) -0.06 5-8 >999 Vert(CT) -0.10 5-8 >999 Horz(CT) 0.01 4 n/a Ud 360 240 n/a PLATES GRIP MT20 185/148 Weight: 34 lb FT = 20% LUMBER - TOP CHORD BOT CHORD WEBS 2x4 HF No.2 2x4 HF No.2 2x4 HF Stud REACTIONS. (lb/size) 4=452/0-5-8 (min. 0-1-8), 2=564/0-5-8 (min. 0-1-8) Max Horz 2=52(LC 10) Max Uplift 4=-33(LC 11), 2=-57(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-626/39, 3-12=-525/46, 3-13=540/41, 4-13=-623/33 BOT CHORD 2-5=-2/483, 4-5=-2/483 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 8) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard May 14,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Job Truss Truss Type Qty Ply KAM SINGH / 120-2781 / RMW 112271148 SJ805166 B04 Common 2 1 Job Reference (optional) Truss Co, Sumner, WA 8.210 s Feb 19 2018 MiTek Industries, Inc. Fri May 11 11:04:18 2018 Page 1 ID:rOXvP33bYe_3ow 7gLstF4zHbeL-KCP6Q7gstk1UyTp7NZ9nxUmB2VITHRJD9v?oNezHbHx 5-2-12 10-11-8 4x6 11 1 5-2-12 4x4 = 1.5x4 II 5-2-12 12 5-8-12 10-11-8 4x4 5-2-12 5-8-12 Scale = 1:23.0 Plate Offsets (X,Y)- LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 " BCDL 7.0 11:0-3-0,0-0-41.11:0-0-4,0-5-31.11:0-0-2,0-0-41.13:0-2-4,Edgej SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Ina YES Code IRC2015/TPI2014 CS!. TC 0.46 BC 0.47 WB 0.07 Matrix -MP DEFL. in (loc) I/deft Ud Vert(LL) -0.06 4-7 >999 360 Vert(CT) -0.09 4-7 >999 240 Horz(CT) -0.00 1 n/a n/a PLATES GRIP MT20 185/148 Weight: 31 Ib FT = 20% LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud WEDGE Left: 2x4 HF Stud REACTIONS. (lb/size) 3=438/0-5-8 (min. 0-1-8), 1=438/Mechanical Max Horz 3=-38(LC 11) Max Uplift 3=33(LC 11), 1=-31(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-11=-583/42, 2-11=-499/48, 2-12=-481/44, 3-12=-589/38 BOT CHORD 1-4=-11/452, 3-4=-11/452 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (8) 1) Wind: ASCE 7-10; Vutt=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 1. 8) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard May 14,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/1.7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Job Truss Truss Type Qty Ply KAM SINGH I L2D-2781 / RMW 112271149 SJ805166 CO1 GABLE 1 1 Job Reference (optional) Truss Co, Sumner, WA -1-6-0 1-6-0 8.210 s Feb 19 2018 MiTek Industries, Inc. Fri May 11 11:04:19 2018 Page 1 ID:rOXvP33bYe_3ow 7gLstF4zHbeL-oOzUdTgVe29LadOJwGg0ThJRivCmOvIMOZkMv5zHbHw 11-6-0 I 13-0-0 5-9-0 1-6-0 4x4 = 6 6.00 FIT 5-9-0 5-9-0 4 19 20 8 18 17 16 15 14 13 12 11-6-0 3x4 = 11-6-0 10 Scale = 1:23.2 LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 * BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TP12014 CBI. TC 0.15 BC 0.02 WB 0.03 Matrix-P DEFL. in (loc) I/defl Ud Vert(LL) 0.01 11 n/r 120 Vert(CT) 0.00 11 n/r 90 Horz(CT) 0.00 10 n/a n/a PLATES GRIP MT20 185/148 Weight: 45 Ib FT = 20% LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud BRACING - TOP CHORD BOT CHORD REACTIONS. All bearings 11-6-0. (Ib) - Max Horz 2=-43(LC 11) Max Uplift All uplift 100 Ib or Tess atjoint(s) 2, 10, 16, 17, 18, 14, 13, 12 Max Gray All reactions 250 Ib or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (12) 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 23.0psf on the bottom.chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 10, 16, 17, 18, 14, 13, 12. 12) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard May 14,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Job Truss Truss Type Qty Ply KAM SINGH / L2D-2781 / RMW 112271150 SJ805166 CO2 Common 1 1 Job Reference (optional) Truss Co, 1 Sumner, WA -1-6-0 1-6-0 2 6.00 12 8.210 s Feb 19 2018 MiTek Industries, Inc. Fri May 11 11:04:20 2018 Page 1 ID:rOXvP33bYe_3ow 7gLstF4zHbeL-GbXsrph7PMHCBmzVU_BFOvrXOJSyILiWdDUvRXzHbHv 5-9-0 1 11-6-0 13-0-0 5-9-0 5-9-0 1-6-0 13 4x4 = 3 W1 14 T 4 4x4 = 5-9-0 6 1.5x4 II 11-6-0 4x4 = 5-9-0 5-9-0 Scale = 1:23.5 5 Plate Offsets (X,Y)— f2:0-1-12,Edae1. f4:0-1-12,Edael LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TPI2014 CSI. TC 0.47 BC 0.40 WB 0.08 Matrix -MP DEFL. in (loc) I/defl Ud Vert(LL) -0.05 6-9 >999 360 Vert(CT) -0.08 6-9 >999 240 Horz(CT) 0.01 4 n/a n/a PLATES GRIP MT20 185/148 Weight: 36 Ib FT = 20% LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud REACTIONS. (Ib/size) 2=559/0-5-8 (min. 0-1-8), 4=559/0-5-8 (min. 0-1-8) Max Horz 2=-43(LC 15) Max Uplift 2=-57(LC 10), 4=-57(LC 11) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-13=-610/33, 3-13=-524/40, 3-14=-524/40, 4-14=-610/32 BOT CHORD 2-6=0/468, 4-6=0/468 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (8) 1) Wind: ASCE 7-10; Vuft=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow Toads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof road of 25.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) *This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 4. 8) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard May 14,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Job Truss Truss Type Qty Ply KAM SINGH / L2D-2781 / RMW 112271151 SJ805166 CO3 Common 1 1 Job Reference (optional) Truss Co, N 05 Sumner, WA -1-6-0 1-6-0 1 5-9-0 5-9-0 5-9-0 8.210 s Feb 19 2018 MiTek Industries, Inc. Fri May 11 11:04:21 2018 Page 1 ID:rOXvP33bYe_3ow 7gLstF4zHbeL-kn5E29iIAfP3pwYi2hiUY6OhgjnmUoxfrtDS_zzHbHu 1 11-6-0 5-9-0 4x4 = 11-6-0 • 4x4 = Scale = 1:22.7 5-9-0 5-9-0 Plate Offsets (X Y)- LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 * BCDL 7.0 I2:0-2-8,Edgel, 14:0-2-8 Edgel SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TPI2014 CSI. TC 0.50 BC 0.50 WB 0.08 Matrix -MP DEFL. in (loc) I/defl Lid Vert(LL) -0.06 5-8 >999 360 Vert(CT) -0.10 5-8 >999 240 Horz(CT) 0.01 4 n/a n/a PLATES GRIP MT20 185/148 Weight: 34 Ib FT = 20% LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud REACTIONS. (Ib/size) 4=454/0-5-8 (min. 0-1-8), 2=565/0-5-8 (min. 0-1-8) Max Horz 2=52(LC 10) Max Uplift 4=34(LC 11), 2=-57(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-12=-629/39, 3-12=527/46, 3-13>542/41, 4-13=-626/34 BOT CHORD 2-5=-2/485, 4-5=-2/485 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 5-11-7 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 2. 8) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard May 14,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M0I-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Job I,SJ805166 Truss D01 Truss Type GABLE Qty 1 Ply KAM SINGH / L2D-2781 / RMW Job Reference (optional) 112271152 Truss Co, Sumner, WA 8.210 s Feb 19 2018 MiTek Industries, Inc, Fri May 11 11:04:22 2018 Page 1 ID:rOXvP33bYe 3ow_7gLstF4zHbeL-CzfdFUjNxzXwR47ucPDj5Kwuf788DD4p4Xz0WPzHbHt -1-6-0 5-10-12 11-3-0 I 16-7-4 I 22-6-0 24-0-0 1-6-0 5-10-12 5-4-4 5-4-4 5-10-12 1-6-0 3x4 = 7-1-12 7-1-12 6.00 12 2x4 11 2x4 11 6x18 II 2x4 II 5x6 3x4 = 1 3x4 = 5x6 = 15-4-4 8-2-8 5x6 = 3x4 = 3x4 II 3x4 22-6-0 7-1- 2 3x4 4x6 = Scale = 1:46.3 Plate Offsets (X,Y)— I2:0-0-4,Edael, f3:0-7-8,Edael, 14:0-2-0.0-0-41. F5:0-2-8.0-2-81. (5:0-3-8,0-0-01, f6:0-1-12,0-1-141, (8:0-1-5,0-1-81, f9:0-3-0,0-3-01, f12:0-1-0,0-1-81 LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TPI2014 CS!. TC 0.36 BC 0.42 WB 0.22 Matrix-MSH DEFL. in (loc) Vdefl Vert(LL) -0.10 8-10 >999 Vert(CT) -0.15 8-10 >999 Horz(CT) 0.04 6 n/a Ud 360 240 n/a PLATES GRIP MT20 185/148 Weight: 150 Ib FT = 20% LUMBER - TOP CHORD BOT CHORD WEBS OTHERS 2x6 DF SS `Except* T1,T6,T7: 2x4 DF No.1&Btr 2x4 HF No.2 2x4 HF Stud 2x4 HF Stud REACTIONS. (Ib/size) 2=952/0-5-8 (min. 0-1-9), 6=861/0-5-8 (min. 0-1-8) Max Horz 2=-76(LC 15) Max Uplift 2=-106(LC 10), 6=-145(LC 11) Max Gray 2=952(LC 1), 6=882(LC 42) BRACING - TOP CHORD BOT CHORD FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1473/155, 3-38=-1334/164, 4-38=-1250/184, 4-39=-1172/212, 5-39=-1250/191, 5-6=-1375/187 BOT CHORD 2-10=-143/1258, 10-40=-47/815, 40-41=-47/815, 9-41=-47/815, 8-9=-47/815, 8-42=-102/1182,42-43=-102/1182,6-43=102/1182 WEBS 4-8=-124/470, 5-8=-376/136, 4-10=78/574, 3-10=-393/133 Structural wood sheathing directly applied or 5-3-1 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (13) 1) Wind: ASCE 7-10; Vult=11omph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSl/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 2=106, 6=145. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 102 Ib down and 206 Ib up at 21-6-0 on top chord, and 15 Ib down and 67 Ib up at 11-6-12, 15 Ib down and 67 Ib up at 13-5-4, 15 Ib down and 67 Ib up at 15-5-4, 15 Ib down and 67 Ib up at 17-5-4, and 15 Ib down and 67 Ib up at 19-5-4, and 16 Ib down and 66 Ib up at 21-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Jnutehe LOAaDge CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Contin 1- WARMNG. Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI67473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown May 14,2018 1 Job Truss Truss Type Qty Ply KAM SINGH I L2D-2781 f RMW 112271152 SJ805166 DO1 GABLE 1 1 Job Reference (optional) Truss Co, Sumner, WA 13) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66, 3-4=-66, 4-7 —66, 31-34 —14 Concentrated Loads (lb) Vert: 8=22(F) 35=50(F) 36=21(F) 40=22(F) 41=22(F) 42=22(F) 43=22(F) 8.210 s Feb 19 2018 MiTells Industries, Inc. Fri May 11 11:04:22 2018 Page 2 ID:rOXvP33bYe_3ow 7gLstF4zHbeL-CzfdFUjNx(wR47ucPDj5Kwuf788DD4p4Xz0WPzHbHt ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M/1-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Job Truss Truss Type Qty Ply KAM SINGH / L2D-2781 / RMW 112271153 SJ805166 D02 Common 2 1 Job Reference (optional) Truss Co, Sumner, WA -1-6-0 1-6-0 3x4 i 5-10-12 5-10-12 6.00 12 7-1-12 1.5x4 \\ 3 11-3-0 5-4-4 4x5 = 8.210 s Feb 19 2018 MiTek Industries, Inc. Fri May 11 11:04:23 2018 Page 1 ID:rOXvP33bYe 3ow 7gLstF4zHbeL-gAC?Tqj?iHfn2Ei496kyeXT1tWTCyg8yJBiZ2szHbHs 16-7-4 I 22-6-0 I 24-0-0 5-4-4 5-10-12 1-6-0 17 18 c 16\1 t7 10 19 20 9 8 3x4 = 3x6 = 3x4 = 15-4-4 1.5x4 5 22-6-0 3x4 7-1-12 8-2-8 7-1-12 Scale = 1:41.5 Plate Offsets (X,Y)- LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 * BCDL 7.0 12:0-2-9,0-1-81,16:0-2-9,0-1-81 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TPI2014 CSI. TC 0.45 BC 0.50 WB 0.23 Matrix-MSH DEFL. in (loc) I/defl L/d Vert(LL) -0.18 8-10 >999 360 Vert(CT) -0.27 8-10 >999 240 Horz(CT) 0.04 6 n/a n/a PLATES GRIP MT20 185/148 Weight: 82 Ib FT = 20% LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud REACTIONS. (Ib/size) 2=999/0-5-8 (min. 0-1-10), 6=999/0-5-8 (min. 0-1-10) Max Horz 2=-76(LC 11) Max Uplift 2=89(LC 10), 6=-89(LC 11) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1583/115, 3-17=-1443/124, 4-17=-1355/145, 4-18=-1355/145, 5-18=-1443/124, 5-6=-1583/115 BOT CHORD 2-10=-110/1356, 10-19=-12/889, 19-20=-12/889, 9-20=-12/889, 8-9=-12/889, 6-8=-34/1356 WEBS 4-8=-74/608, 5-8=-409/134, 4-10=-74/608, 3-10=-409/134 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (8) 1) Wind: ASCE 7-10; Vutt=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 6. 8) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard May 14,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Job Truss Truss Type Oty Ply KAM SINGH 112D-2781 / RMW 112271154 SJ805166 D03 Common Girder 1 2 Job Reference (optional) Trdss Co, u5 Sumner, WA MUS26 1 4-4-0 4-4-0 20 21 6x8 MT18HS i MUS26 7-9-8 3-5-8 6.00 12 6x6 II 4x6 I 14 3x10 II MUS26 8.210 s Feb 19 2018 MiTek Industries, Inc. Fri May 11 11:04:25 2018 Page 1 ID:rOXvP33bYe 3ow_7gLstF4zHbeL-dYKIuW1FEuvUlYrTHXnQjyYGKK3AQQ5FmVBg7kzHbHq 11-3-0 14-8-8 18-2-0 22-6-0 24-0-0 3-5-8 3-5-8 3-5-8 4-4-0 1-6-0 6x8 II 6x6 11 22 13 23 24 12 25 11 10 MUS26 5x10 II 10x10 = 5x8 MT18HS = MUS26 MUS26 MUS26 4-4-0 f 7-9-8 11-3-0 4-4-0 3-5-8 3-5-8 14-8-8 3-5-8 5x10 II MUS26 MUS26 18-2-0 3-5-8 3x10 II MUS26 4x6 11 27 28 6x8 MT18HS MUS26 22-6-0 4-4-0 Scale = 1:46.2 Plate Offsets (X,Y)— f1:0-5-7,0-3-01 f3:0-2-8,Edoej,f5:0-2-8,Edgej,f7:0-5-7,0-3-01 LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress lncr NO Code IRC2015/TPI2014 CS!. TC 0.91 BC 0.79 WB 0.84 Matrix-MSH DEFL. in (Ioc) I/defl L/d Vert(LL) -0.24 12-13 >999 360 Vert(CT) -0.38 12-13 >704 240 Horz(CT) 0.11 7 n/a n/a PLATES GRIP MT20 185/148 MT18HS 220/195 Weight: 245 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 HF Stud *Except* W5: 2x4 HF No.2 REACTIONS. (Ib/size) 1=8404/0-5-8 (min. 0-4-3), 7=7628/0-5-8 (min. 0-3-13) Max Horz 1=-85(LC 29) Max Uplift 1=-675(LC 10), 7=-627(LC 11) BRACING - TOP CHORD BOT CHORD FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-15118/1218, 2-19=12029/969, 3-19=-11953/976, 3-4=-9303/774, 4-5=-9304/776, 5-6=-12052/974, 6-7=-15029/1200 BOT CHORD 1-20=-1105/13498, 1-21=1109/13522, 14-21=-1109/13522, 14-22=-1109/13522, 13-22=-1109/13522, 13-23=-841/10717, 23-24=-841/10717, 12-24=-841/10717, 12-25=-786/10741, 11-25=-786/10741, 10-11=-786/10741, 10-26=-1016/13434, 9-26=-1016/13434, 9-27=-1016/13434, 27-28=-1016/13434, 7-28=-1016/13434 WEBS 4-12=-639/7986, 5-12=-3698/352, 5-10=-292/3754, 6-10=-3160/297, 6-9=-188/2697, 3-12=-3681/352, 3-13=-292/3725, 2-13>3290/314, 2-14=201/2790 Structural wood sheathing directly applied or 2-4-8 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (13) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=Ib) 1=675, 7=627. Continued on page 2 i May 14,2018 ® WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MB•7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Job Truss Truss Type Qty Ply KAM SINGH / L2D-2781 / RMW 112271154 SJ805166 003 Common Girder 1 2 Job Reference (optional) Miss Co, Sumner, WA 8.210 s Feb 19 2018 MiTek Industries, Inc. Fri May 11 11:04:25 2018 Page 2 ID:rOXvP33bYe_3ow 7gLstF4zHbeL-dYMuWIFEuvUlYrTHXnQjyYGKK3AQQ5FmVBg7kzHbHq NOTES- (13) 11) Use USP MUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 0-6-12 from the left end to 20-6-12 to connect truss(es) E03 (1 ply 2x4 HF), E04 (1 ply 2x4 HF), E05 (1 ply 2x4 HF) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66, 4-8=-66, 1-7=-14 Concentrated Loads (lb) Vert: 10=-1284(B) 14=1286(B) 20=-1289(B) 21=1286(B) 22=-1286(B) 23=-1284(B) 24=-1284(B) 25=-1284(B) 26=-1284(B) 27=-1284(B) 28=-1284(B) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M/1-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Job Truss Truss Type Qty Ply KAM SINGH / L2D-2781 / RMW 112271155 SJ805166 E01 GABLE 1 1 Job Reference (optional) Truss Co, Sumner, WA 8.210 s Feb 19 2018 MiTek Industries, Inc. Fri May 11 11:04:27 2018 Page 1 ID:rOXvP33bYe 3ow 7gLstF4zHbeL-ZxSVJCmWmV9CXr?rOypuoNeog8wpuVdYEpgnBdzHbHo 16-3-0 32-6-0 1 34-0-0 16-3-0 16-3-0 1-6-0 11 10 3x6 = 12 13 14 15 16 6.00 12 a 9 ','�.' ■ ".1 t7 5018 22 23 24 25 �.� 26 Scale = 1:57.4 3x4 = 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 3x6 = 32-6-0 33 32 31 30 29 28 27 3x4 = 32-6-0 Plate Offsets (X Y)— 113:0-3-0 Edge] LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TP12014 CSI. TC 0.15 BC 0.07 WB 0.13 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft 0.01 26 n/r 0.00 26 n/r 0.01 25 n/a Lid 120 90 n/a PLATES GRIP MT20 185/148 Weight: 200 Ib FT = 20% LUMBER - TOP CHORD BOT CHORD OTHERS 2x4 HF No.2 2x4 HF No.2 2x4 HF Stud *Except* ST11,ST12,ST10,ST13: 2x4 HF No.2 BRACING - TOP CHORD BOTCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 32-6-0. (Ib) - Max Horz 1=-114(LC 11) Max Uplift All uplift 100 Ib or less at joint(s) 1, 25, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 37, 35, 34, 33, 32, 31, 30, 29, 28, 27 Max Gray All reactions 250 Ib or less at joint(s) 1, 25, 39, 38, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 37, 35, 34, 33, 32, 31, 30, 29, 28, 27 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- (12) 1) Wind: ASCE 7-10; Vult=l lomph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 25, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 37, 35, 34, 33, 32, 31, 30, 29, 28, 27. 12) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard May 14,2018 ® WARNING • Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Job SJ805166 Truss E02 Truss Type Common Qty 3 Ply KAM SINGH / L2D-2781 / RMW Job Reference (optional) 112271156 Truss Co, Sumner, WA 4x5 = 5-9-5 5-9-5 11-0-3 5-2-13 6.00 12 4x4 3 1.5x4 \\ 8-4-12 8-4-12 2 8.210 s Feb 19 2018 MiTek Industries, Inc. Fri May 11 11:04:28 2018 Page 1 ID:rOXvP33bYe 3ow 7gLstF4zHbeL-170uWyn8XpH39?a2yfK7LbAuoX8BdoghSTQKj3zHbHn 16-3-0 1 21-5-13 I 26-8-11 I 32-6-0 134-0-0 1 5-2-13 5-2-13 5-2-13 5-9-5 1-6-0 4x5 = 19 4x4 5 12 20 21 11 10 22 23 9 3x4 = 3x6 = 3x8 = 1 16-3-0 7-10-4 1 24-1-4 7-10-4 3x4 = 1 1.5x4 // 6 32-6-0 8-4-12 4x5 = 1 Scale = 1:59.4 8 I$ LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TP12014 CSI. TC 0.51 BC 0.64 WB 0.79 Matrix-MSH DEFL. in (loc) I/defl L/d Vert(LL) -0.20 9-11 >999 360 Vert(CT) -0.32 9-11 >999 240 Horz(CT) 0.11 7 n/a n/a PLATES GRIP MT20 185/148 Weight: 131 lb FT = 20% LUMBER - TOP CHORD BOT CHORD WEBS 2x4 HF No.2 2x4 HF No.2 2x4 HF Stud `Except' W4,W5,W3: 2x4 HF No.2 REACTIONS. (Ib/size) 1=1298/Mechanical, 7=1401/0-5-8 (min. 0-2-5) Max Horz 1=115(LC 15) Max Uplift 1=-96(LC 10), 7=-118(LC 11) BRACING - TOP CHORD BOT CHORD FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-2453/193, 2-3=-2214/180, 3-4=-1545/150, 4-19=-1534/151, 5-19=-1546/129, 5-6=-2200/175, 6-7=-2451/187 BOT CHORD 1-12=-210/2152, 12-20=-113/1728, 20-21=-113/1728, 11-21=-113/1728, 10-11=-26/1723, 10-22=-26/1723, 22-23=-26/1723, 9-23=-26/1723, 7-9=-97/2133 WEBS 4-11=-63/989, 5-11=-688/149, 5-9=-23/410, 6-9=-342/121, 3-11=-713/151, 3-12=-28/425, 2-12=-354/124 Structural wood sheathing directly applied or 3-1-14 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1 except (jt=lb) 7=118. 9) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard May 14,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Mlr-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown. and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Job Truss Truss Type Qty Ply KAM SINGH / L2D-27811 RMW 112271157 SJ805166 E03 Common 4 1 Job Reference (optional) Truss Co, Sumner, WA 4x5 = 5-9-5 5-9-5 8-4-12 8-4-12 11-0-3 5-2-13 8.210 s Feb 19 2018 MiTek Industries, Inc. Fri May 11 11:04:29 2018 Page 1 ID:rOXvP33bYe 3ow 7gLstF4zHbeL-VJaGjuoml7Pwm99EWNrMtoj3gxUPMGErh79tGVzHbHm 163-0 21-5-13 26-8-11 32-6-0 5-2-13 5-2-13 5-2-13 5-9-5 4x5 = 19 4x4 11 20 21 10 9 22 23 8 3x4 = 3x8 = 3x6 = 16-3-0 7-10-4 24-1-4 7-10.4 3x4 = 1.5x4 32-6-0 8-4-12 Scale = 1:57.2 4x5 = LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 • BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress lncr YES Code IRC2015/TPI2014 CSI. TC 0.49 BC 0.64 WB 0.77 Matrix-MSH DEFL. in (loc) I/deft Ud Vert(LL) -0.20 10-11 >999 360 Vert(CT) -0.32 10-11 >999 240 Horz(CT) 0.11 7 n/a n/a PLATES GRIP MT20 185/148 Weight: 129 Ib FT = 20% LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud *Except* W4,W5,W3: 2x4 HF No.2 REACTIONS. (lb/size) 1=1300/Mechanical, 7=1300/Mechanical Max Horz 1=-97(LC 11) Max Uplift 1=-96(LC 10), 7=-96(LC 11) BRACING - TOP CHORD BOT CHORD FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=2458/194, 2-3=2219/180, 3-18=-1550/129, 4-18=-1538/151, 4-19=-1538/151, 5-19=-1550/129, 5-6=-2219/181, 6-7=2458/194 BOT CHORD 1-11=-219/2157, 11-20=-122/1732, 20-21=-122/1732, 10-21=122/1732, 9-10=36/1732, 9-22=-36/1732, 22-23=-36/1732, 8-23=-36/1732, 7-8=-122/2157 WEBS 4-10=-63/993, 5-10=-695/151, 5-8=-28/425, 6-8=-354/124, 3-10=-695/151, 3-11=-28/425, 2-11=354/124 Structural wood sheathing directly applied or 3-2-3 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (8) 1) Wind: ASCE 7-10; Vult=l lomph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 23.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 7. 8) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard May 14,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Job Truss Truss Type Qty Ply KAM SINGH / L2o-2781 / RMW 112271158 SJ605166 E04 Common 1 1 Job Reference (optional) Truss Co, Sumner, WA co -1-6-0 5-9-5 5-9-5 1-6-0 4x5 = 1 6.00 12 1.5x4 8-4-12 3 11-0-3 5-2-13 4x4 4 19 8.210 s Feb 19 2018 MiTek Industries, Inc. Fri May 11 11:04:30 2018 Page 1 ID:rOXvP33bYe_3ow_7gLstF4zHbeL-zW8exEpO3QXnOJkQ44MbQ0GEILgf5iA wnvRoyzHbHl 16-3-0 I 21-5-13 26-8-11 I 32-6-0 5-2-13 5-2-13 5-2-13 5-9-5 4x5 = 4x4 6 12 20 21 11 10 22 23 9 3x4 = 3x8 = 3x6 = 8-4-12 ( 16-3-0 7-10-4 1 3x4 = 24-1-4 1.5x4 4' 32-6-0 Scale = 1:59.4 4x5 = 7-10-4 8-4-12 1 LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TPI2014 CBI. TC 0.51 BC 0.64 WB 0.79 Matrix-MSH DEFL. in (loc) 1/deft Ud Vert(LL) -0.20 11-12 >999 360 Vert(CT) -0.32 11-12 >999 240 Horz(CT) 0.10 8 n/a n/a PLATES GRIP MT20 185/148 Weight: 131 Ib FT = 20% LUMBER - TOP CHORD BOT CHORD WEBS 2x4 HF No.2 2x4 HF No.2 2x4 HF Stud 'Except' W4,W5,W3: 2x4 HF No.2 REACTIONS. (Ib/size) 8=1298/Mechanical, 2=1401/0-5-8 (min. 0-2-5) Max Horz 2=115(LC 10) Max Uplift 8=96(LC 11), 2=-118(LC 10) BRACING - TOP CHORD BOT CHORD FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2451/187, 3-4=2200/175, 4-19=-1546/129, 5-19=-1534/151, 5-6=-1545/150, 6-7=-2214/180, 7-8=2453/193 BOT CHORD 2-12=-212/2133, 12-20=-119/1723, 20-21=-119/1723, 11-21=119/1723, 10-11=-34/1728, 10-22=-34/1728, 22-23=-34/1728, 9-23=-34/1728, 8-9=-122/2152 WEBS 5-11=-63/989, 6-11=-713/151, 6-9=-28/425, 7-9=-354/124, 4-11=-688/149, 4-12=-23/410, 3-12=-342/120 Structural wood sheathing directly applied or 3-1-14 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 8 except (jt=lb) 2=118. 9) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard May 14,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown 21 Job Truss Truss Type Qty Ply KAM SINGH / L2D-2781 / RMW 112271159 SJ805166 E05 Roof Special 6 1 Job Reference (optional) Truss Co, dT1 Sumner, WA 1-1-6-0 1 1-6-0 3x10 ( 5-10-5 5-10-5 3.00 12 8-3-4 8-3-4 11-0-10 5-2-6 16-1-0 7-9-12 8.210 s Feb 19 2018 MiTek Industries, Inc. Fri May 11 11:04:31 2018 Page 1 ID:rOXvP33bYe 3ow 7gLstF4zHbeL-Rih08Zg0gkge0TJddotgyDoM?19yg9688Re_KOzHbHk 16-3-0 21-5-13 26-6-11 1 32-6-0 5-2-6 5-2-13 5-2-13 5-9-5 4x5 = 5x8 = 24-1-4 8-0-4 3x4 = 32-6-0 8-4-12 Scale =1:58.2 4x5 = I$ r- Plate Offsets (X,Y)— I2:0-1-2,0-0-01,110:0-1-12,0-2-81 LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TP12014 CSI. TC 0.70 BC 0.63 WB 0.81 Matrix-MSH DEFL. in (loc) I/defl Vert(LL) -0.35 10-11 >999 Vert(CT) -0.61 10-11 >643 Horz(CT) 0.27 8 n/a Lid 360 240 n/a PLATES GRIP MT20 185/148 Weight: 132 Ib FT = 20% LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 DF 2400F 2.0E *Except* B3: 2x4 HF No.2 WEBS 2x4 HF Stud *Except* W3,W4,W5: 2x4 HF No.2 REACTIONS. (Ib/size) 8=1298/Mechanical, 2=1401/0-5-8 (min. 0-2-5) Max Horz 2=115(LC 10) Max Uplift 8=-96(LC 11), 2=-118(LC 10) BRACING - TOP CHORD BOT CHORD WEBS FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4381/393, 3-4=-3986/312, 4-18=-1556/130, 5-18=-1546/152, 5-6=-1532/153, 6-7=2215/178, 7-8=-2454/192 BOT CHORD 2-11=-413/3955, 10-11=-172/2288, 10-19=-36/1727, 19-20=-36/1727, 9-20=-36/1727, 8-9=-120/2153 WEBS 3-11=-332/149, 4-11=-153/2141, 4-10=1381/206, 5-10=67/995, 6-10=-721/149, 6-9=-24/436, 7-9=-353/125 Structural wood sheathing directly applied or 2-2-0 oc purtins. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 4-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (10) 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) *This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 8 except (jt=Ib) 2=118. 10) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard May 14,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Appticabiliy of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Job Truss Truss Type Qty Ply KAM SINGH / L2D-2781 / RMW 112271160 SJ805166 E06 GABLE 1 1 Job Reference (optional) Truss Co, Sumner, WA 8.210 s Feb 19 2018 MiTek Industries, Inc. Fri May 11 11:04:32 2018 Page 1 ID:rOXvP33bYe_3ow_7gLstF4zHbeL-vuFOMvgea2oVddupBVP3VRLfQ9d_ZIsHN50YsgzHbHj -1-6-0 16-3-0 I 32-6-0 1-6-0 16-3-0 16-3-0 3x4 = 6.00 FIT 9 50 49 48 47 46 45 44 43 10 42 11 41 3x6 = 13 14 15 16 12 40 39 32-6-0 17 38 37 36 35 34 3x6 = 18 33 19 20 32 31 21 30 22 29 23 28 24 27 25 Scale = 1:57.4 26 Ig 3x4 = 32-6-0 Plate Offsets (X,Y)- LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 • BCDL 7.0 f 14:0-3-0, Edgel SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TPI2014 CST. TC 0.15 BC 0.07 WB 0.13 Matrix-SH DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft 0.00 1 n/r 0.00 1 n/r 0.01 26 n/a Ud 120 90 n/a PLATES GRIP MT20 185/148 Weight: 200 Ib FT = 20% LUMBER - TOP CHORD BOT CHORD OTHERS 2x4 HF No.2 2x4 HF No.2 2x4 HF Stud *Except" ST11,ST12,ST10,ST13: 2x4 HF No.2 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 32-6-0. (Ib) - Max Horz 2=114(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) 2, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 37, 35, 34, 33, 32, 31, 30, 29, 28, 27 Max Gray All reactions 250 Ib or less at joint(s) 26, 2, 39, 38, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 37, 35, 34, 33, 32, 31, 30, 29, 28, 27 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- (12) 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow Toads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) `This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 37, 35, 34, 33, 32, 31, 30, 29, 28, 27. 12) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard May 14,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mtl-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Job Truss Truss Type Qty Ply KAM SINGH / L2D-2781 / RMW 112271161 SJ805166 F01 GABLE 1 1 Job Reference (optional) Truss Co, Sumner, WA -1-6-0 1-6-0 3x4 = 22 21 7-3-0 7-3-0 20 19 8.210 s Feb 19 2018 MiTek Industries, Inc. Fri May 11 11:04:34 2018 Page 1 ID:rOXvP33bYe_3ow 7gLstF4zHbeL-sHN9nbsv6f2DtwlBJwRXasQ?vyKElhwarPtexjzHbHh 14-6-0 I 16-0-0 I 7-3-0 1-6-0 4x4 = 7 18 14-6-0 17 16 15 14 3x4 = 14-6i0 12 Scale = 1:28.1 13 d LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TPI2014 CSI. TC 0.15 BC 0.02 WB 0.03 Matrix-P DEFL. in (loc) 1/defl Ud Vert(LL) 0.01 13 n/r 120 Vert(CT) 0.00 13 n/r 90 Horz(CT) 0.00 12 n/a n/a PLATES GRIP MT20 185/148 Weight: 60 Ib FT = 20% LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud BRACING - TOP CHORD BOT CHORD REACTIONS. All bearings 14-6-0. (Ib) - Max Horz 2=-52(LC 11) Max Uplift All uplift 100 Ib or less at joint(s) 2, 12, 19, 20, 21, 22, 17, 16, 15, 14 Max Gray All reactions 250 Ib or less at joint(s) 2, 12, 18, 19, 20, 21, 22, 17, 16, 15, 14 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (12) 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) . This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 12, 19, 20, 21, 22, 17, 16, 15, 14. 12) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard May 14,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramemers and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Job Truss Truss Type Qty Ply KAM SINGH / L2D-2781 / RMW 112271162 SJ805166 F02 common 1 1 Job Reference (optional) Truss Co, Sumner, WA -1-6-0 8.210 s Feb 19 2018 MiTek Industries, Inc. Fri May 11 11:04:34 2018 Page 1 ID:rOXvP33bYe_3ow 7gLstF4zHbeL-sHN9nbsv6f2Dtw1BJwRXasQgmyAn1gparPtexjzHbHh 7-3-0 , 14-6-0 16-0-0 1-6-0 4x5 = 7-3-0 7-3-0 4x4 = 1.5x4 11 7-3-0 14-6-0 4x5 = 7-3-0 7-3-0 1-6-0 Scale = 1:28.4 Plate Offsets (X,Y)— f2:0-1-12,Edciel. 14:0-1-12,Edciel LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TPI2014 CSI. TC 0.86 BC 0.69 WB 0.10 Matrix -MP DEFL. in (loc) 1/defl L/d Vert(LL) -0.13 6-12 >999 360 Vert(CT) -0.21 6-12 >847 240 Horz(CT) 0.01 4 n/a n/a PLATES GRIP MT20 185/148 Weight: 44 Ib FT = 20% LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud REACTIONS. (lb/size) 2=679/0-5-8 (min. 0-1-8), 4=679/0-5-8 (min. 0-1-8) Max Horz 2=52(LC 10) Max Uplift 2=-65(LC 10), 4=-65(LC 11) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-13=-791/43, 3-13=-677/53, 3-14=-677/53, 4-14=-791/43 BOT CHORD 2-6=0/608, 4-6=0/608 WEBS 3-6=0/299 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) *This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 4. 8) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard May 14,2018 ® WARNING - Manly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. Design valid for use onty with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Job Truss Truss Type Qty Ply KAM SINGH / L2D-2781 / RMW SJ805166 F03 Common Girder 1 �f 2 112271163 Job Reference (optional) Truss Co, Sumner, WA -1-6-0 1-6-0 6x8 4-0-12 4-0-12 MUS26 8.210 s Feb 19 2018 MiTek Industries, Inc. Fri May 11 11:04:36 2018 Page 1 ID:rOXvP33bYe 3ow 7gLstF4zHbeL-ogVvBHt9eGIx6EBaQLT?fHWF3mraVMctIjMI?bzHbHf 7-3-0 I 10.5-4 I 14-6-0 3-2-4 3-2-4 4-0-12 5x6 II A3 B1 4x6 II 15 5 EH II[1 9 17 8 18 3x10 II MUS26 8x8 -MUS26 MUS26 4-0-12 4-0-12 7-3-0 3-2-4 10-5-4 3-2-4 19 7 3x10 II MUS26 20 MUS26 21 6x8 14-6-0 4-0-12 MUS26 6 Scale = 1:29.8 I¢ Plate Offsets (X,Y)— 12:0 4 7,Edgel, 16:0-4-7,Edael. (8:0-4-0,0-4-41 LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 " BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IRC2015/TPI2014 CBI. TC 0.55 BC 0.73 WB 0.98 Matrix -MP DEFL. in (loc) I/deft Ud Vert(LL) -0.12 8-9 >999 360 Vert(CT) -0.19 8-9 >911 240 Horz(CT) 0.05 6 n/a n/a PLATES GRIP MT20 185/148 Weight: 135 Ib FT = 20% LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 HF Stud REACTIONS. (lb/size) 6=5582/0-5-8 (min. 0-4-10), 2=4676/0-5-8 (min. 0-3-14) Max Horz 2=61(LC 28) Max Uplift 6=448(LC 11), 2=-391(LC 10) BRACING - TOP CHORD BOT CHORD FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-8648/690, 3-14=-6085/493, 4-14=-6045/502, 4-15=-6087/500, 5-15=-6096/488, 5-6=-8771/708 BOT CHORD 2-16=-624/7723, 9-16=624/7723, 9-17=-624/7723, 8-17=-624/7723, 8-18=-597/7839, 18-19=-597/7839, 7-19=-597/7839, 7-20=-597/7839, 6-20=-597/7839, 6-21=-594/7823 WEBS 4-8=-410/5209, 5-8=-2900/285, 5-7=-174/2444, 3-8=-2750/267, 3-9=-159/2332 Structural wood sheathing directly applied or 3-6-12 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (12) 1) 2-ply truss to be connected together with 10d (0.131' x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-5-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All Toads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 6=448, 2=391. 10) Use USP MUS26 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 14-0-12 to connect truss(es) E02 (1 ply 2x4 HF), E03 (1 ply 2x4 HF) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) All dimensions given in feet -inches -sixteenths (FFIISS) format. Contlnnued on page 2andard 1 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 BEFORE USE. • Design valid for use ony with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design oaramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown May 14,2018 Job SJ805166 Truss F03 Truss Type Common Girder Qty Ply 2 KAM SINGH / L2D-2781 / RMW Job Reference (optional) 112271163 Truss Co, Sumner, WA 8.210 s Feb 19 2018 MiTek Industries, Inc. Fri May 11 11:04:36 2018 Page 2 ID:rOXvP33bYe_3ow 7gLstF4zHbeL-ogVvBHt9eGIx6EBaQLT7fHWF3mraVMctijMI?bzHbHf LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66, 4-6=-66, 2-6=-14 Concentrated Loads (lb) Vert: 9=-1284(F) 16=-1284(F) 17=-1284(F) 18=-1286(F) 19=-1286(F) 20=-1286(F) 21=-1290(F) WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Job Truss Truss Type Qty Ply KAM SINGH / L2D-2781 / RMW 112271164 SJ805166 G01 GABLE 1 1 Job Reference (optional) 1Nss Co, Sumner, WA -1-6-0 1-6-0 3x4 = 8.210 s Feb 19 2018 MiTek Industries, Inc. Fri May 11 11:04:36 2018 Page 1 ID:rOXvP33bYe_3ow 7gLstF4zHbeL-ogVvBHt9eGIx6EBaQLT7fHWL4m?QVbwtljMI?bzHbHf 3-10-0 3-I 1TT8 3-10-0 0-1-6 3-11-8 3-11-8 3 Ia Scale: 3/4"=1' LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress lncr YES Code IRC2015/TPI2014 CSI. TC 0.17 BC 0.10 WB 0.00 Matrix -MP DEFL. in (loc) 1/defl Vert(LL) -0.01 4-9 >999 Vert(CT) -0.02 4-9 >999 Horz(CT) 0.00 2 n/a L/d 360 240 n/a PLATES GRIP MT20 185/148 Weight: 15 Ib FT = 20% LUMBER - TOP CHORD BOT CHORD WEBS OTHERS REACTIONS. 2x4 HF No.2 2x4 HF No.2 2x4 HF Stud 2x4 HF Stud (lb/size) 2=271/0-5-8 (min. 0-1-8), 4=133/0-1-8 (min. 0-1-8) Max Horz 2=64(LC 9) Max Uplift 2=38(LC 10), 4=20(LC 10) Max Gray 2=274(LC 17), 4=146(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (12) 1) Wind: ASCE 7-10; Vutt=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will flt between the bottom chord and any other members. 9) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 4. 12) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard May 14,2018 ® WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown 1 Job Truss Truss Type Qty Ply KAM SINGH / L2D-2781 / RMW 112271165 SJ805166 GD2 MONO TRUSS 7 1 Job Reference (optional) Truss Co, Sumner, WA -1-6-0 1-6-0 3x4 = 8.210 s Feb 19 2018 MiTek Industries, Inc. Fri May 11 11:04:37 2018 Page 1 ID:rOXvP33bYe_3ow 7gLstF4zHbeL-Gs3HPdunPaQnkOmm_2_ECU2VgAKfE2A0XN5JY2zHbHe 3-10-0 3-I 1TT8 3-10-0 0-1-6 3-11-8 3-11-8 3 4 N Scale: 3/4"=1 LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Ina YES Code IRC2015/TPI2014 CSI. TC 0.17 BC 0.10 WB 0.00 Matrix -MP DEFL. in (loc) I/defl Ud Vert(LL) -0.01 4-7 >999 360 Vert(CT) -0.02 4-7 >999 240 Horz(CT) 0.00 2 n/a n/a PLATES GRIP MT20 185/148 Weight: 14 Ib FT = 20% LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud REACTIONS. (Ib/size) 2=271/0-5-8 (min. 0-1-8), 4=133/0-1-8 (min. 0-1-8) Max Horz 2=64(LC 9) Max Uplift 2=-38(LC 10), 4=-20(LC 10) Max Gray 2=274(LC 17), 4=146(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (10) 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp 8; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) *This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 4. 10) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard May 14,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Job SJ805166 Truss V01 Truss Type GABLE Qty Ply KAM SINGH / L2D-2781 / RMW Job Reference (optional) 112271166 Truss Co, Sumner, WA 0 d, N 8.210 s Feb 19 2018 MiTek Industries, Inc. Fri May 11 11:04:37 2018 Page 1 I D: rOXvP33bYe_3ow_7gLstF4zH beL-Gs3HPdun PaQ nkOmm_2_ECU2 W PALpE2i 0XN 5JY2zHbHe 5-7-4 5-7-4 6.00 12 1.5x4 II 4 1.5x4 II 1 411111 r :■ ■ ■ 1.5x4 II T 2 3 2x4 i 7 1.5x4 II 6 1.5x4 II 5 1.5x4 II Scale = 1:17.6 LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TP12014 CS!. TC 0.07 BC 0.03 WB 0.03 Matrix-P DEFL. in (loc) 1/deft lid Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) -0.00 5 n/a n/a PLATES GRIP MT20 185/148 Weight: 18 Ib FT = 20% LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud OTHERS 2x4 HF Stud REACTIONS. All bearings 5-7-4. (Ib) - Max Horz 1=68(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) 5, 6, 7 Max Gray All reactions 250 Ib or less at joint(s) 1, 5, 6, 7 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 5, 6, 7. 8) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard May 14,2018 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-116fi � I For 4 x 2 orientation, locate plates 0- 1r16" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE 4x4 The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths 1 8 2 TOP CHORDS (Drawings not to scale) BOTTOM CHORDS 7 3 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ER-5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER-3907, 9432A © 2006 MiTek® All Rights Reserved theTRUSSco. INC. General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI1. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or altemative T, 1, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 30-00-00 14-06-00 15-06-00 7-06-00 11-06-00 k rpr' pp Pr' - 441AAA /morms0 lip P/o, 0/1 001 idddiA4o1 Pill N Ep 12 11-05-08 11-00-00 22-06-00 30-00-00 RECEIVED CITY OF TUKWILA JUN 21 2018 PERM T CENTER ROOF TRUSS LAYOUT DESIGN LOADING (25-8-7) PSF @ 24" O.C. WIND 110 MPH EXPOSURE "B" ALL DIMENSIONS ARE IN: Feet -Inches -Sixteenths (FF-II-SS) 1 TRIANGLE DENOTES LEFT END OF STAMPED TRUSS DRAWINGS ALL TRUSS TO STRUCTURE CONNECTIONS NEED TO BE APPROVED BY THE BUILDING DESIGNER BEFORE INSTALLATION theTRUSSco. Q BUILDING SUPPLY INC. QCustomer: UOTE — ML Job Name: KAM SINGH Plan: L2D-2781 LT Sales Rep Mike Larimore Scale: N.T.S. Drawn by RW D: 05/11 /18 Job Number: SJ805166 SONDERGAA_R_D GEOSC1ENCE, PLLC 13012 66TR Avenue SE Snohomish, Washington 98296 September 22, 2017 Project No. J0027 Mr. Robert Casserd 1087 Lake Washington Boulevard, #B104 Renton, Washington 98052 Subject: Subsurface Conditions and Geologic Hazards Report 5003 South 114th Street Tukwila, Washington Mr. Casserd: REVIEWED FOR CODE COMPLIANCE APPROVED OCT 31 2018 City of Tukwila BUILDING DIVISION Sondergaard Geosciences, PLLC (SGP) is pleased to present our subsurface conditions and geologic hazards report for the subject site. This study has been prepared for the exclusive use of Mr. Robert Casserd and his agents, for specific application to this project. Within the limitations of scope and schedule, our services have been performed in accordance with generally accepted engineering geology practices in effect in this area at the time our study was prepared. No other warranty, express or implied, is made. It must be understood that engineering geology field and office studies cannot guarantee stable slopes. Our observations, findings and opinions are a means to identify and reduce the inherent risks to the owner. SITE AND PROJECT DESCRIPTION The project site consists of a currently undeveloped, roughly rectangular -shaped parcel (King County Parcel 3348400975), with an area of approximately 0.24 acres, located south of South 114th Street and north of Martin Luther King Jr. Way South in Tukwila, Washington (Figure 1). A previous house that occupied the central portion of the lot has been removed. The subject site is bounded to the east and west by existing single-family residences, to the north by South 114th Street and to the south by undeveloped, forested land. Overall site topography is moderately to gently sloping down to the south on the subject lot with steep slopes to the south and east. Manmade cuts slope up to the east on the east side and down to the west on the west side of the lot. The site is vegetated by predominantly with scattered fir and deciduous trees, with a thick understory of brush and blackberry. Based upon our discussions with Mr. Casserd, we understand that current plans involve constructing a new single-family residence on the lot. September 22, 2017 ��++��TTRECEIVED SONDERGARRD GEOf N(vvE�nR/T UKW I u JUN 211 2018 Casserd Property Subsurface Conditions and Geologic Hazards Report Tukwila, Washington SUBSURFACE EXPLORATION Four exploration pits were completed at the site by SGP on September 6, 2017. The approximate locations of the explorations are shown on the "Site and Exploration Plan," Figure 2. The pits were completed using a trackhoe and representative samples were collected from the explorations. The exploration pits were continuously observed and logged by an engineering geologist. Logs of the borings are attached to this report. Descriptions of the soils encountered at the site are provided below. Detailed descriptions of the sediments encountered in each exploration boring are provided on the exploration Togs attached to this report. Topsoil and Roots A layer of organic -rich topsoil with roots was encountered at exploration pit locations EP-1 and EP-2 to a depth of approximately 0.5 to 1 feet. The topsoil generally consisted of a very loose mixture of organic debris and soil. The topsoil is not suitable for use as structural fill due to the presence of organics and is not suitable for support of structural loads. Fill A layer of previously place fill was encountered at the north end of the site just south of the paved driveway. The fill typically consisted of loose, damp to moist, brown sandy gravel and silty sand with scattered debris and roots. The fill likely extends to the north beneath the old paved driveway. The fill is unsuitable for structure or pavement support. Vashon Recessional Outwash Sand Soil interpreted to be recessional outwash sand and typically consisting of medium dense, damp to moist, tan to gray, fine to coarse sand with some gravel, sandy gravel and medium stiff to stiff, moist gray silt with some gravel was encountered directly below the topsoil deposits in exploration pits EP-1 and EP-2 and directly below the fill in exploration pits EP-3 and EP-4. The recessional outwash extended to the full depths explored of 8 to 9 feet below the existing grades. The recessional outwash is suitable for foundation support though some preparation and compaction may be required prior to foundation placement. When properly moisture conditioned this material can be reused as structural fill. Ground Water Ground water seepage was not encountered in any of the exploration pits completed in September 2017. The quantity and duration of ground water seepage will vary depending upon the season, amount of precipitation and site development. September 22, 2017 SONDERGARRD GEOSCIENCES, PLLC 2 Casserd Property Subsurface Conditions and Geologic Hazards Report Tukwila, Washington Wet soils were noted at a depth of approximately 8 feet in exploration EP-1 and the owner stated that a spring was reported to exist in the patio area east of the former house. Observation of the area of the former patio did not exhibit flowing surface water at the time our field work was performed. GEOLOLGIC HAZARDS The following discussion of applicable geologic hazards is based on review of the City of Tukwila Municipal Code (TMC) Title 18 Chapter 18.45 and the geologic, topographic, and ground and surface water conditions as observed and discussed herein. The TMC identifies two potential geologic hazards that will be discussed below: Abandoned mine areas and areas of potential geologic instability. Abandoned Mine Areas TMC Section 18.45.140 identifies areas considered to be environmentally sensitive due to being underlain by abandoned mines. Based upon review of the King County [map database there are no known abandoned mines that underlie the subject property. Areas of Potential Geologic Instability Within the property boundaries, the subject lot generally slopes down to the south at an average inclination of approximately 18 percent. The subject property contains steeper slopes on the west and east sides that are man-made cuts resulting from past development of the subject lot and the lots on either side and on the north end adjacent to South 114th Street related to construction of the road. These slopes appear to be the result of past legal grading activity which would make them exempt from the regulation. Natural steep slopes that appear greater than 40 percent in inclination occur directly south of the subject lot and, east of the subject lot south of the adjacent lot to the east (5005) as shown on Figure 3. The top of the steep slope shown on Figure 3 marks the north end of the area of potential geologic instability located in the ravine situated south-southwest of the subject lot. Section 18.45.130 of the TMC identifies areas considered to be potentially unstable due to geologic, topographic and ground water conditions. The TMC categorizes these areas into four Classes (Class 1 through Class 4) based upon slope inclination and geology. In our opinion, the subject property meets the definition of a Class 2 area "where landslide potential is moderate, which slope is between 15% and 40% and which are underlain by permeable soils." The ravine slopes to the south of the subject property would designate as a Class 3 area, in our opinion. September 22, 2017 SONDERGARRD GEOSCIENCES, PLLC 3 Casserd Property Subsurface Conditions and Geologic Hazards Report Tukwila, Washington To mitigate the risk of possible shallow slope failure impacting the proposed development, we recommend that a 25 feet top of slope set back buffer from the Class 3 area be applied. GROUND MOTION It is our opinion that earthquake damage to the proposed structures, when founded on suitable bearing strata in accordance with the recommendations contained herein, will likely be caused by the intensity and acceleration associated with the event. Structural design for the project should follow 2015 IBC standards. The 2015 IBC defines Site Classification by reference to Table 20.3.-1 of the American Society of Civil Engineers publication ASCE 7, the current version of which is ASCE 7-10. In our opinion, the subsurface conditions at the site are consistent with a Site Classification of "D" as defined in the referenced documents. EROSION MITIGATIONS To mitigate possible erosion hazards and potential for off -site sediment transport, we recommend the following: 1) The winter performance of a site is dependent on a well -conceived plan for control of site erosion and storm water runoff. It is easier to keep the soil on the ground than to remove it from storm water. The owner and the design team should include adequate ground -cover measures, access roads, and staging areas in the project bid to give the selected contractor a workable site. The selected contractor needs to be prepared to implement and maintain the required measures to reduce the amount of exposed ground. A site maintenance plan should be in place in the event storm water turbidity measurements are greater than the Ecology standards. 2) All TESC measures for a given area to be graded or otherwise worked should be installed prior to any activity within that area. The recommended sequence of construction within a given area would be to install sediment traps and/or ponds and establish perimeter flow control prior to starting mass grading. 3) During the wetter months of the year, or when large storm events are predicted during the summer months, each work area should be stabilized so that if showers occur, the work area can receive the rainfall without excessive erosion or sediment transport. The required measures for an area to be "buttoned -up" will depend on the time of year and the duration the area will be left un-worked. During the winter months, areas that are to be left un-worked for more than 2 days should be mulched or covered with plastic. During the summer months, stabilization will usually consist of seal -rolling the subgrade. Such measures will aid in the contractor's ability to get back into a work area after a storm event. The stabilization process also includes establishing temporary storm water September 22, 2017 SONDERGARRD GEOSCIENCES, PLLC 4 Casserd Property Subsurface Conditions and Geologic Hazards Report Tukwila, Washington conveyance channels through work areas to route runoff to the approved treatment facilities. 4) All disturbed areas should be revegetated as soon as possible. If it is outside of the growing season, the disturbed areas should be covered with mulch, as recommended in the erosion control plan. Straw mulch provides the most cost-effective cover measure and can be made wind -resistant with the application of a tackifier after it is placed. 5) Surface runoff and discharge should be controlled during and following development. Uncontrolled discharge may promote erosion and sediment transport. Under no circumstances should concentrated discharges be allowed to flow over significant slopes. 6) Soils that are to be reused around the site should be stored in such a manner as to reduce erosion from the stockpile. Protective measures may include, but are not limited to, covering with plastic sheeting, the use of low stockpiles in flat areas, or the use of straw bales/silt fences around pile perimeters. 7) On -site erosion control inspections and turbidity monitoring should be performed in accordance with Ecology requirements. Weekly and monthly reporting to Ecology should be performed on a regularly scheduled basis. TESC monitoring should be part of the weekly construction team meetings. Temporary and permanent erosion control and drainage measures should be adjusted and maintained, as necessary, at the time of construction. It is our opinion that with the proper implementation of the TESC plans and by field -adjusting appropriate mitigation elements (best management practices) during construction, as recommended by the erosion control inspector, the potential adverse impacts from erosion on the project can be mitigated. GEOTECHNICAL RECOMMENDATIONS The medium dense and medium stiff Vashon recessional outwash sand and silt encountered in the exploration pits are suitable for foundation support if the recommendations presented in this report are implemented. The following sections provide our recommendations for foundation support and support of slab -on -grade floors. Site Preparation Site preparation of planned structural fill, building, and other areas should include removal of all trees, brush, debris, and any other deleterious material. Additionally, all fill soils and the upper organic topsoil should be removed and the remaining roots should be grubbed. Areas September 22, 2017 SONDERGARRD GEOSCIENCES, PLLC 5 Casserd Property Subsurface Conditions and Geologic Hazards Report Tukwila, Washington where loose surficial soils exist due to grubbing operations should be recompacted in place, or if this is not feasible due to either soil composition or moisture content, the loose soils should be removed and replaced as subsequently recommended for structural fill placement. In our opinion, stable construction slopes should be the responsibility of the contractor and should be determined during construction. For estimating purposes, however, we anticipate that temporary, unsupported cut slopes Tess than 10 feet tall in the unsaturated recessional outwash sand can be planned at a maximum slope of 1H:1V (Horizontal:Vertical). Temporary cut slopes in wet or saturated soils or greater than 10 feet tall may have to be shored or otherwise supported. As is typical with earthwork operations, some sloughing and raveling may occur, and cut slopes may have to be adjusted in the field. In addition, WISHA/OSHA regulations should be followed at all times. Permanent cut slopes in native sediments or structural fill must not exceed a 2H:1V inclination. Foundation Support Conventional Spread Footings The foundation bearing stratum, consisting of medium dense recessional outwash sand, medium stiff silt or structural fill placed over these sediments, is relatively shallow and spread footings may be used for foundation support of lightly loaded residential structures. The depth to foundation bearing soils ranged was estimated at about 1 to 4 feet in the exploration pits. If needed, structural fill placed below foundation areas should consist of non -organic soil, free of deleterious materials, placed in maximum loose lift thicknesses of 8 inches with each lift compacted to at least 95 percent of the modified Proctor maximum dry density, as determined by American Society for Testing and Materials (ASTM): D 1557. Structural fill placed below footing areas should extend laterally beyond the footing edges a distance equal to or greater than the thickness of the fill. Sediments exposed in footing excavations should be compacted to a firm and unyielding condition prior to footing placement. For footings founded either directly on medium dense native soil, or on structural fill placed over these materials, we recommend that an allowable bearing pressure of 1,500 pounds per square foot (psf) be used for design purposes, including both dead and live Toads. An increase of one-third may be used for short-term wind or seismic loading. Perimeter footings for the proposed buildings should be buried a minimum of 18 inches into the surrounding soil for frost protection. No minimum burial depth is required for interior footings; however, all footings must penetrate to the prescribed stratum, and no footings should be founded in or above loose, organic, or existing fill soils. September 22, 2017 SONDERGARRD GEOSCIENCES, PLLC 6 Casserd Property Subsurface Conditions and Geologic Hazards Report Tukwila, Washington The area bounded by lines extending downward at 1H:1V (Horizontal:Vertical) from any footing must not intersect another footing or intersect a filled area that has not been compacted to at least 95 percent of ASTM:D 1557. In addition, a 1. 5H:1V line extending down from any footing must not daylight because sloughing or raveling may eventually undermine the footing. Thus, footings should not be placed near the edges of steps or cuts in the bearing soils. All footing areas should be observed by SGP prior to placing concrete to verify that the exposed soils can support the design foundation bearing capacity and that construction conforms with the recommendations in this report. Foundation bearing verification may also be required by the governing municipality. Structural Fill Structural fill may be necessary to establish desired grades. All references to structural fill in this report refer to subgrade preparation, fill type, placement, and compaction of materials as discussed in this section. If a percentage of compaction is specified under another section of this report, the value given in that section should be used. After stripping, planned excavation, and any required overexcavation have been performed to the satisfaction of the geotechnical engineer/engineering geologist, the upper 12 inches of exposed ground should be recompacted to a firm and unyielding condition. If the subgrade contains too much moisture, adequate recompaction may be difficult or impossible to obtain and should probably not be attempted. In lieu of recompaction, the area to receive fill should be blanketed with washed rock or quarry spalls to act as a capillary break between the new fill and the wet subgrade. Where the exposed ground remains soft and further overexcavation is impractical, placement of an engineering stabilization fabric may be necessary to prevent contamination of the free -draining layer by silt migration from below. After recompaction of the exposed ground is approved, or a free -draining rock course is laid, structural fill may be placed to attain desired grades. Structural fill is defined as non -organic soil, acceptable to the geotechnical engineer, placed in maximum 8-inch loose lifts with each lift being compacted to 95 percent of ASTM:D-1557. In the case of roadway and utility trench filling, the backfill should be placed and compacted in accordance with local codes and standards. The top of the compacted fill should extend horizontally outward a minimum distance of 3 feet beyond the location of the perimeter footings or roadway edges before sloping down at a maximum angle of 2H:1V. The contractor should note that any proposed fill soils must be evaluated by SGP prior to their use in fills. This would require that we have a sample of the material at least 72 hours in advance to submit to a testing laboratory to perform a Proctor test and determine the soil's field compaction standard. Soils in which the amount of fine-grained material (smaller than the No. 200 sieve) is greater than approximately 5 percent (measured on the minus No. 4 sieve size) September 22, 2017 SONDERGARRD GEOSCIENCES, PLLC 7 Casserd Property Subsurface Conditions and Geologic Hazards Report Tukwila, Washington should be considered moisture -sensitive. Use of moisture -sensitive soil in structural fills should be limited to favorable dry weather and dry subgrade conditions. The on -site soils contained substantial amounts of silt and are considered highly moisture -sensitive when excavated and used as fill materials. Construction equipment traversing the site when the soils are wet can cause considerable disturbance. If fill is placed during wet weather or if proper compaction cannot be obtained, a select import material consisting of a clean, free -draining gravel and/or sand should be used. Free -draining fill consists of non -organic soil with the amount of fine-grained material limited to 5 percent by weight when measured on the minus No. 4 sieve fraction and at least 25 percent retained on the No. 4 sieve. Slab -on -Grade Floor Support Slab -on -grade floors may be constructed either directly on the undisturbed, medium dense native sediments, or on structural fill placed over these materials. Areas of the slab subgrade that are disturbed (loosened) during construction should be recompacted to an unyielding condition prior to placing the pea gravel, as described below. In order to control moisture vapor transfer through the slab, slab -on -grade floors should be constructed atop a capillary break consisting of a minimum thickness of 4 inches of washed pea gravel, washed crushed rock or other suitable material approved by SGP. The capillary break should be overlain by a 10-mil (minimum thickness) plastic vapor retarder. Drainage Considerations All perimeter footing walls should be provided with a drain at the base of the footing elevation. Drains should consist of rigid, perforated, polyvinyl chloride (PVC) pipe surrounded by washed pea gravel. The level of the perforations in the pipe should be set at or slightly below the bottom of the footing and the drains should be constructed with sufficient gradient to allow gravity discharge away from the buildings. Roof and surface runoff should not discharge into the footing drain system but should be handled by a separate, rigid, tightline drain. In planning, exterior grades adjacent to foundations should be sloped downward away from the structures to achieve surface drainage. The recessional outwash sand located beneath the site may provide the potential to infiltrate site storm water on the property. The feasibility of on -site infiltration should be evaluated by the project civil engineer once design studies are undertaken. September 22, 2017 SONDERGARRD GEOSCIENCES, PLLC 8 Casserd Property Subsurface Conditions and Geologic Hazards Report Tukwila, Washington CLOSURE In our opinion, based upon the information provided by Mr. Casserd and obtained during preparation of this report, the subject site is developable provided the recommendations provided herein are implemented and good construction practices are followed. We appreciate the opportunity to be of service to you on this project. Should you have any questions regarding this report or other geotechnical aspects of the project, please call us at your earliest convenience. Sincerely, SONDERGAARD GEOSCIENCE, PLLC. Snohomish, Washington Jon N. Sondergaard, L.G., L.E.G. Principal Engineering Geologist Attachments: Figure 1: Vicinity Map Figure 2: Site and Exploration Plan Figure 3 Potential Area of Geologic Instability Exploration Pit Logs September 22, 2017 SONDERGARRD GEOSCIENCES, PLLC 9 King County iMap 1/ �,F� !{��. ;•/ ,_ ... • j r• ' �,/'l� rid �-C !/ r� �r,•„s y:l �' Cr �} ! o /' i 1 Ef �� fr 1 r °�r_� . f�' �I � .tom n •� � � ,f le ff l j f -4. ' r'''� 1 \ :. T 1 r ''' ' ') p , 41 iti'...i '�.,. i .� f-A!„1" ; - i �p,�1 �.,JI /'.fit qi'• itiv t c j // i rya �!, • t f • j . "•V is ,�. t.trk,./ �} t r J•""^--41 .__-- ' _"--..s y J. V• owl mad E r- �3: �' !r 1f- 1 } r CJ { \ I SS �I' '' 'w- i .�•�� r z TUKWILA, WASHINGTON EXPLORATION PIT LOGS CASSERD PROPERTY TUKWILA, WASHINGTON EP-1 Depth (ft) Description Recessional Outwash 0.0 — 0.5 Topsoil and Roots 0.5 — 2.0 Loose, damp , tan, slightly silty, fine to medium SAND. 2.0 — 4.0 Medium dense, damp to moist, tan sandy GRAVEL. 4.0 — 8.0 Medium dense, moist, tan to gray, gravelly SAND. Wet at 8 feet T.D. @ 8.0 feet 9-06-17. No ground water seepage encountered. No sidewall caving. EP-2 Depth (ft) Description Recessional Outwash 0.0 —1.0 Topsoil and Roots 1.0 — 2.5 Loose, damp, tan, slightly, silty, fine to medium, SAND with few gravel. 2.5 -6.0 Medium dense, moist, tan, sandy GRAVEL. 6.0-9.0 Medium dense, moist, tan to gray, gravelly SAND. T.D. @ 9.0 feet 9-6-17. No ground water seepage. No sidewall caving. EP-3 Depth (ft) Description Fill 0.0-4.0 Loose, damp, brown, sandy GRAVEL with scattered debris (steel cable, etc) Recessional Outwash 4.0-9.0 Medium dense, moist, tan to gray, SAND with some gravel. T.D. @ 9.0 feet 9-6-17. No ground water seepage. Some sidewall caving in fill. EP-4 Depth (ft) Description Fill 0.0-4.0 Loose, damp, brown, silty SAND with roots. Recessional Outwash 4.0-6.0 Medium dense, damp to moist, slightly silty SAND with few gravel. 6.0-9.0 Medium stiff to stiff, moist, gray SILT with some gravel. T.D. @ 9.0 feet 9-6-17. No ground water seepage. Some sidewall caving in fill. STRUCTURAL CALCULATIONS FOR THE SINGH RESIDENTIAL PROJECT REVIEWED FOR CODE COMPLIANCE APPROVED OCT 31 2018 City of Tukwila BUILDING DIVISION Job No.: 13-082 Location: 5003 South 114th Street Tukwila, Washington Plan L2D-2781-2 May 8, 2018 RECEIVED CITY OF TUKWILA SUN 21 2018 PERMIT CENTER bt8 0199 SEGA Engineers/ /Structural & Civil Consulting Engineers 22939 SE 292"d PL (360) 886-1017 Black Diamond, WA 98010 Copyright 2018. SEGA Engineers 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 daylight basement and slab on grade. 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 L2D-2781 Job No. 10-082 By: GAT Checked Date: 05/08/18 Sht 1 Design Criteria International Building Code (IBC), 2015 LOADS Roof DL 15 psf LL 25 psf Floor DL 12 psf LL 40 psf Wind Risk Category II Design Wind Speed 110 mph (V„ it) 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 22939 SE 292nd PL Black Diamond, WA 98010 Consulting Engineers (360) 886-1017 Project L2D-2781 Job No. 10-082 By: GAT Checked Date: 05/08/18 Slit 2 LOADS ROOF DL LL FLOOR DL LL DECKS DL LL WALLS DL Roofing (Comp) 1/2" OSB 2 x @ 24" Insulation 5/8" GWB Misc. Snow, Pf Reduction, Cs 6/12 pitch = 27 deg Total Roof Load Flooring 3/4' Plywood 2x12@16"oc 5/8' GWB Misc. Residential Total Floor Load 2 x Decking 2x10@16"oc Misc Residential Total Deck Load Siding 1/2" Plywood 2x6@16"oc Insul 1/2" GWB 3.5 psf 1.8 3.5 1.1 2.8 1.5 14.2 psf 25 psf (115% Load Duration) 0.00 (Ct = 1.1, other surfaces) 0.5 psf 2.3 3.3 2.8 1.5 10.4 psf 40 psf 39.2 psf 50.4 psf 4.3 psf 2.8 1.5 8.6 60 psf 68.6 psf 3.5 1.5 psf 1.7 0.6 2.2 9.5 psf SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 c� (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DATE 'OP!: SHEET; OF LzN- JOB NO. /p c, FIGURED BY G,4 PiAIM /P i - i-Cn�1L £A,-t, r. w= (44Z) t.stl0orcc = 4007`to, 3 ,3'` t t)Z = (4,) c-42 j.jam) = ILn o p c i:. M= +19( 31-)1(-(91)(0,4A 's 1101714 "AVZ )3,C-4u2 *- 3111(-- 't) 45(5,)10(101 t g-lz( I,.z}(k,)t = 94 ciy/03 k�iNp� of 31K tZ�oc�Z �r-t e-- 4 "EtP /ice%.k )-:- je,,F- (oK 1,s' I, (4)(SOM 140015t Liz M (4 7 1g,r P= CT(.4-(r") ( ) 4(04.0MtmdclA e, 32.4 - tt E e,700* wz Cti`(So SOD r_r- M` (lale-()1')(01CzY`/')() 7610K'f/),ly"-646k'1`l 5r/C'14,r �r= )3idr - � ' �I, I ��r�� ` tZt.1 "4 /I/ r ` tic). 9 - ac o f 4 - ()4.L v) ( )e•s`) 2 n, 7z (�•`? �C Jg-�')2 = 4i3 7Z- h/o4 irt •// Zia Lrpipi(Sbr..)" 6SID74-R t.J , ton- 1(s, ,sto SSvP'L-F P, (33I&) - es') (0. tatori nCs-tt 4„ -3)4, 0/4-5( 61V)(ge5.)Z-. t 17 y I., \\\ SEGA Engineers / Structural & Civil Consulting Engineers PROJECT /. z_ — zsi 1 JOB NO. i o _ a ez. FIGURED BY C`j►Q-'T 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DAT o y/Z SHEET4 OF r R IN - ( pp512.- r7�aZ Dry 73)-4 Pit to - •(Si►4,1 Rr C /2 { ( c° 1)(�sr? Color t M 1Cc�' 1"F1)(19')t - n. /of or4S(ctlu/T)ttl4,)3= gb ›ioV-0;7 JI -e_ G--►vr )1- ot w" +-z)C-SeSPt)i-hooP44- (4: S %z >/ o. r '4--- ene V - LI' S C"/P 'J-LI-St'"�).- � , -/» = -, 3 -- O► A.C( a(7')(./a)3 7oZ*/'-' 1,, - ok- tko .iot'T 0— Mc'F't C e` f'" ! /lpb✓U %R1 fl/1 Z4' CAL ?( 41 ,'S 119,jy� -0t) =' 7 � D .t VI. ` (2`) C Z -5"1 ` 5)iiJ t3� zxlz ___ — oIL SEGA Engineers 1 / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 ikvt RR e y-"-1-?°4-+jp"" ova (I -1 Z\ l S o ? sr) = 7s , !.ir, 4sa rot M = L4—Cd' wpR)( 'Lunt PROJECT L Z I JOB NO. 10 -- qyz. FIGURED BY G'TI CHECKED BY DATE�� /I L SHEET ,-OF ,31t -!r}(z') ` 1Z,S1'1 11/7X100r4--ors E- 031-c'r)(/ei\ )2 q v z drye bah /t`/S,SR �—c SEGA Engineers / Structural & Civil Consulting Engineers 22939 SE 292nd Place (360) 886-1017 Black Diamond, WA 98010 Project L2D-2781 Job No. 10-082 By: GAT Checked Date: 05/08/18 Sht (p Foundation Wall at Basement - 9ft Bsmt at Garage H=9ft p = 120 pcf Ke = 0.33 Soil pressure, p = 39.6 w1=(p+10pcf)H=446pif W1=0.5wH=2.0kip Surcharge, S = 50 psf W2 = (K. x S) H = 0.15 kip For Wall: Fy = 60 ksi fc = 2.5 ksi W11=1.6W1= 3.2kip M11=2W1iH= 3.86k-ft Wei = 1.6 W2 = 0.2 kip M2„ = 3 W2„ H = 0.40 k-ft 15 16 Mu = 4.26 k-ft For # 5 bar at 12 in. o.c. with an 8 in. wall (d = 4 in.) A8 = 0.31 sq in. a=AsFy = 0.72in 0.85 f u b phi Mn = 0.9 AS Fy (d - a/2) = 60 k-in =5.Ok-ft OK At Top of Wall: R = W1 + 5W2 = 448 plf 5 16 For 2x HF Sill w/ 2x Nailer & 5/8" Anchor Bolt, (ts = 1.5"): Pall = 5721bs (Mode IIIS) s = 1.3 ft Use 5/8" Anchor Bolt @ 16 o.c. Joist / Block to Subfloor: For 8d nail: Joist / Blocking @ 16 in. o.c. Pall = 80 Ibs n = 7.5 Use minimum (8) 8d nail SEGA Engineers , / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Project L2D-2781 Job No. 10-082 By: GAT Checked Date: 05/08/18 Sht. -7 LATERAL LOADS - (Alternate ASD) SEISMIC Maximum Base Shear, V = F Sps W R where, F = 1.2 Sips =1.00 R = 6.5 W = Seismic Weight For W: Wroof = Wtbor = WNoor = (30ft) (40ft) (16psf)+ (2) (30ft) (42ft) (14psf)+ (2) (30ft) (12ft) (14psf)+(2) Three -Story Building Ss= 1.5 Fa= 1.00 Table 12.14-1 (30ft+ ( 30ft+ (30ft+ Design Base Shear , V = (.185) (66 kip) = 12.2 kip E= 12.2kip = 8.7kip 1.4 WIND Design Wind Pressure, ps = T Kn p830 where, = 1.00 = 1.00 = 1.00 = 1.00 = 1.05 = 1.09 Kn = 1.00 Pao = 17.7 psf Po_15 = P20 _ PY5 = P3o = P35 = P� = Eq. 12.14-11 (Table 11.4-1, Ss > 1.25) 0 -15 ft Exposure B 20 ft 25 ft 30 ft 35 ft 40 ft 110 mph ( 1.00) (1.00) (17.7 psf) = 17.70 psf (1.00) (1.00) (17.7 psf) = 17.70 psf (1.00) (1.00) (17.7 psf) = 17.70 psf (1.00) (1.00) (17.7 psf) = 17.70 psf (1.05) (1.00) (17.7 psf) = 18.59 psf (1.09) (1.00) (17.7 psf) = 19.29 psf Design Base Shear: (Wind) Vu,= (30ft) + (30ft) + (30ft) Vs,s= (48ft) + (41 ft) + (16ft) Therefore, (10ft) (5ft) (4ft) (10ft) (5ft) (5ft) 40ft) (4.0ft) 42ft) (8.5ft) 12ft) (9.0ft) (17.7psf) + (30ft) (5ft) (17.7psf) + (30ft) (5ft) (18.6psf) + (30ft) (2ft) (17.7psf) + (47ft) (5ft) (17.7psf) + (30ft) (5ft) (18.6psf) + (4ft) (2ft) ( 9.5 psf) = 25 kips ( 9.5 psf) = 29 kips ( 9.5 psf) = 12 kips Maw = 66 kips Eq. 28.6-1, Sect. 28.6.3 Figure 28.6-1 Section 26.8 Figure 28.6-1 (ASD) (x 0.6 = 10.62 psf) (x 0.6 = 10.62 psf) (x 0.6 = 10.62 psf) (x 0.6 = 10.62 psf) (x0.6= 11.15psf) (x0.6= 11.58psf) (17.7 psf) (17.7 psf) (19.3 psf) =15.5 x 0.6 = 9.3 kips (17.7 psf) (17.7 psf) (19.3 psf) =20.4 x 0.6 = 12.3 kips Wind Loads Govern for Lateral Design - Front/Back Wind Loads Govern for Lateral Design - Side/Side SEGA Engineers / Structural & Civil Consulting Engineers 22939 SE 292nd Place Black Diamond, Washington 98010 (360) 886-1017 G \I = 1, l o 30S� p- zi.-!f•TIc.-z4A'-73tefd7. 4,b1i/ 1= 1r2p" \4 Lst&» 31P PROJECT Z. 1- - JOB NO. /0 ,�jjQ�2. FIGURED BY( _ CHECKED BY DATEI°44t, SHEET gOF X tr.. SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place Black Diamond, Washington 98010 (360) 886-1017 .Si-t 'Wptik i)e-.$)L) C coAvr4 ) '4.4 JOB NO. id ^G qZ CHECKED BY FIGURED BY (1-Af ye i L SHEET OF .?s 9(7 i 14 3 Vie "1 ('s (I2 /J " (S')1.1°')r31 =r t(,' or; 4-4,1 6-S ► = Q3 p��L vl== JlL,W f j3= 4 v Oo G' SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place Black Diamond, Washington 98010 (360) 886-1017 h:19�e- W- 'S, tan) HamAgor- - zCFT- kic,- t ��Gs 3 3� ,Sw► Whix 1° 5 '. V� = -z., �+ (Z2 z )( d)c,0.¢r t4, t4- ,L* -tor-tit > " %ss JOB NO. v —O f L FIGURED BY t..,7 ' CHECKED BY DATE %/re. SHEET tttOF NT•) t,>utiLp ,Z= R.Vat)00 isicesP)*( )LsX.' : ►)1 L' j= 9,sP �'- ),7G/Mi9 .' - r6. 'L - I> (1-4t ..s*74.1 -(0-41-:-3,ce-0/14 ,o(P //2 :SS-7 (lItt)be\t/vilt-')z di-sw# ,= 3.70 3,751 ' S 4, adtrAz, ....— h1.=?ate .�t-- t er vete 463-74 SEGA Engineers/ /Structural & Civil Consulting Engineers PROJECT L2D-2181 22939 SE 292nd Place • Black Diamond. Washington 98010 JOB NO. (380) 888-1017 • FAX 888-1018 I0-0S2 FIGURED BY GAT CHECKED BY DATE 10/0 J/12 SHEET 10 OF 10 SPEAR LALL KEY PLAN 0 LSTA30 - WIZ 1&LL TO 3a BLOCKING. (TYP.1 y r,. L&TA30 - WR TO OLOO104. (TYP.7' MAIN FLOOR A=849GOFT A=312SQFT �TYP. OF 2) 0 LSTA3o - NCR s 6ILL TO 3z BLOCKING. (TTP.2 PLACES) 4 r- 41 4 4 A A. 0 LSTA30-11.R T. (TTP. 2 LOWER FLOOR A = 901 GO FT SHEAR WALL SCHEDULE Mark Minimum Sheathing (1) Sheathing Nailing (1) Anchor Bolts (3) Remarks (4) 1/2" OSB or 8d @ 6" o.c. 5/8" @ 60" o.c. Qall = 230 plf CDX I1/2" OSB or 8d @ 4" O.C. 5/8" @ 32" o.c. Qall = 350 plf CDX 1/2" OSB or 8d @ 2" o.c. 3/4' @ 16" o.c. Qall = 600 plf CDX Use minimum 3x studs at all panel edges and stagger nails. See Detail 12/S2.0 for Construction Notes: 1) All walls designated " b " are shear walls. Exterior walls shall be sheathed with rated sheathing (24/0, OSB or CDX) and nailed at all panel edges (Blocked) per schedule (uno). Nailing at intermediate framing to be at 12" oc. Nailing not called out shall be per IBC Table 2304.9.1. 2) Holdowns and other framing hardware by Simpson or equal to be used per plan. Ends of shear walls shall use double studs minimum (UNO). 3) Use minimum of (2) bolts per sill piece with one bolt located not more than 12" nor less than 5" from each end of the piece. Embed bolts a minimum of 7" into concrete. 4) Allowable loads are permitted to be increased by 40% for wind design in accordance with IBC Section 2306.3. A � SCALE 1:20 • 15' WATER 0 0 REVIEWED FOR CODE COMPLIANCE AP ° OVED OCT 312018 City of Tukwila BUILDING DIVISION R•25' MIN. 6' MN. FOR RESIDENTIAL BINDLE FAMILY LOTS 4' TO 6' MARRY SPALLS FOR RESIDENTIAL SINGLE FAMILY LOTS (2' TO 6' QUARRY WALLS MAY BE ACCEPTED AT NSPECTOR'S DISCRETION) CONSTRUCTION ENTRANCE NTS r20' BSBL NS-1°51'49'W 128.88' an L m m N01 ° 10'39'U1 1 16.10' LEGEND: • - SILT FENCING AS REQUIRED = CONSTRUCTION ENTRANCE = STOCKPILED SOIL SITE DRAINAGE - ROOF -TIGHT LINE TO STORM STUB DRIVEWAY -ROUTE TO ROAD KAM S ING1--I 5003 S 114T1-1 ST COVERAGE CALC. LOT AREA■ 10,311 SF PROPOSED STRIJCTURE(FOOTPRINT)• 1,44E SF DRIVE/WALKWAY• 452 SF LOT COVERAGE IMPERIOUS. 18.4% CONTACT INFO. KAM SINGH 2O6-420-9100 b(e-oisq N ce N Z 1 N PLAN L2P-2181-2L ©0TY OF Ta OLz JUN 21 2018 PCRe'JuT ©CRTCR ROOF OVERHANG LESS THAN 10' ^GRAVEL WALE TOPSOIL TOPSOIL gs MIN - 1' I DRAM ROCK •'ELOFE GRAVEL SW4LE A MINIMUM OF I% TO ORAN 10' OR GREATER TO VEGETATED PORTION OF THE LOT. RETAN ON SITE POSITIVE DRAINAGE NT6 FILTER FABRIC MATERIAL IN CCNTINJCUS ROLLS USE STAPLES OR WIRE RNGS TO ATTACH FABRIC TO DARE UARE MESH SUPPORT FENCE FOR FILTER FABRIC 2'x2' WOOD POSTS. STANDARD OR BETTER OR EQUIVALENT SILT FENCE DETAIL NTS WIRE EON SUPPORT FENCE (TO LLL� O BE LOCATED ON THE FILTER IFABRICC) OF THE M TER FILTERFABRIC �U1481.ED GRAVEL BAC FILL CN HSIDES OF FILTER FENCE FABRIC LINE FILTER MATERIAL N 8k12' TRENCH AND LEAVE MN. 2' EXPOSED SILT FENCE DETAIL NTS 5-22-I8 City of Tukwila Department of Community Development 2/1/2022 KAM SINGH 10225 SE 224 ST KENT, WA 98031 RE: Permit No. D18-0189 114 ST - II 5003 S 114 ST Dear Permit Holder: Allan Ekberg, Mayor Nora Gierloff, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 3/16/2022. Based on the above, you are hereby advised to: 1) If your project is ready for an inspection login to the City of Tukwila's Online Portal https://tukw- egov.aspgov.com/BP/index.html to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 3/16/2022, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Shana Markstrom Permit Technician File No: D18-0189 City of Tukwila Department of Community Development 8/2/2021 KAM SINGH 10225 SE 224 ST KENT, WA 98031 RE: Permit No. D18-0189 114 ST - II 5003 S 114 ST Dear Permit Holder: Allan Ekberg, Mayor Nora Gierloff, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 9/16/2021. Based on the above, you are hereby advised to: 1) Login to the City of Tukwila's Online Portal https://tukw-egov.aspgov.com/BP/index.html to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 9/16/2021, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Amy Wardian Permit Technician File No: D18-0189 Joanna Spencer From: Kam Singh <arcokam@hotmail.com> Sent: Thursday, September 17, 2020 10:57 AM To: Joanna Spencer Subject: Re: D18-0189 Rev #2 Asph Connection withDrwy 5003 S 114TH ST Hi joanna ,There was a existing house .dry way and wall was existing but architect drew the dryway infront the garage .so we need correct on the site plan . Sent from my iPhone > On Sep 17, 2 Reiwa, at 10:43 AM, Joanna Spencer <Joanna.Spencer@tukwilawa.gov> wrote: CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. (-• 0199 City of Tukwila Department of Community Development 11/1/2018 KAM SINGH 10225 SE 224 ST KENT, WA 98031 RE: Permit Application No. D18-0189 114 ST - II 5003 S 114 ST Dear KAM SINGH, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 6/21/2018, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of UNDER REVIEW and is due to expire on 12/21/2018. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely;: Bill Rambo Permit Technician File No: D18-0189 City of Tukwila Department of Community Development October 08, 2018 KAM SINGH 10225 SE 224 ST KENT, WA 98031 RE: Correction Letter # 2 COMBOSFR Permit Application Number D18-0189 114 ST - II - 5003 S 114 ST Dear KAM SINGH, 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: PLANNING - C DEPARTMENT: Lindsay Brown at (206)-433-7166 if you have questions regarding these comments. • Submit a site plan indicating which trees will be removed. What are your plans to replace the trees that will be removed? Please see TMC 18.54 for applicable tree removal regulations. No trees may be removed prior to approval by the Planning Department. 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. Sincerely, Bill Rambo Permit Technician File No. D18-0189 City of Tukwila Department of Community Development July 03, 2018 KAM SINGH 10225 SE 224 ST KENT, WA 98031 RE: Correction Letter # 1 COMBOSFR Permit Application Number D18-0189 114 ST - II - 5003 S 114 ST Dear KAM SINGH, 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: PLANNING DEPARTMENT: Lindsay Brown at (206)-433-7166 if you have questions regarding these comments. • 1. Submit a site plan showing the trees onsite. Indicate which trees will be removed for the proposed development. Are there plans to replace any trees removed? 2. The site plan submitted does not reflect boundary line adjustment L06-007. Resubmit your plans and show accurate parcel boundaries for Parcel A. 3. The site has steep slopes and Class 2 and 3 geologic hazards. Please submit a geotechnical report for the site, including any recommended measures to prevent erosion hazards/recommended buffer widths, etc. PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • 1. NOTE - Civil plan sheets were submitted for another location at 4931 S. 114th Street — TL no. 334840-0949. 2. Provide a completed Traffic Concurrency Certificate Application and pay a test fee in the amount of $300.00 based on one single family residence. (see enclosed application) 3. A Transportation Impact Fee applies to this permit. Transportation Impact Fee based on one single family residence in Zone 4 is $782.84; due at issuance of this Building Permit. 4. Provide a completed Public Works fee estimate sheet. (see enclosed) 5. Complete and provide a current Residential Sewer Use Certificate prior to issuance of this Building permit. (see enclosed) 6. Provide Civil plan sheets for this site to include (I) show and label new driveway connection with asphalt in the street (2) proposed contours and spot elevations (3) undergrounding of power from existing power pole to new house (4) show & label on plan sheet any proposed water, sanitary sewer, storm drainage, power, and other utilities (gas, cable, telephone, etc.) as applicable (5) show and label existing pavement within S. 114th Street and new driveway approach including min. 5' radius (6) show and label any pavement cuts within S. 114th Street. 7. Provide a detailed sanitary sewer force main plan (if applicable) including (1) size and location within property (2) show and label connection to existing sewer within S. 114th Street (3) sanitary sewer profile and connection detail. 8. Sanitary Sewer pump package with force main, shall be designed and stamped by a Washington State Licensed Civil Fnyineer Prnvide canitary niimn nackaae infnrmatinn inr hirlino hrand mnrial ci7a enor•ifir•atinr, 9. Show and label 1-inch water meter and service line on site plan sheet. House fire sprinkler system required. See Public Works Details for 1" FIRE /DOMESTIC SERVICE and/or 1" FLOW- THROUGH SYSTEM - enclosed. 10. Downspouts and driveway slot drain shall not connect to footing drains. Footing drain and downspouts and driveway slot drain may share a single discharge pipe downstream of the lowest footing drain. Show on -site drainage system including profile - if footing drain and downspouts and driveway slot drain are sharing a single discharge pipe. 11. If it is necessary to cut pavement within South 114th Street, a pavement mitigation fee will apply. See Pavement Mitigation and Transportation Impact Fees bulletin A3 - enclosed. 12. Show and label nearest fire hydrant. 13. Show and label 15' Private Water Easement within the Western most portion of this parcel. Label the easement as 'King County recording no. 20060413000122'. (See enclosed easement) 14. Label type of retaining wall(s) and provide top & bottom elevations along the wall. Retaining walls over 4 feet in height (and/or) surcharged will require a separate Building permit. (if applicable) 15. Provide driveway dimensions, drainage flow arrows, slopes, and spot elevations, on your site plan. Do not connect driveway trench drain directly to the footing drain. 16. Show and label driveway pavement section on plan sheet. 17. All utilities including power are required to be underground, per City of Tukwila ordinance. 18. Show utilities in street and connection to on -site utilities. 19. Work within the S. 114th Street Public right-of-way requires a Street Use permit as part of this Building permit. Bonding, insurance, and a Hold Harmless Agreement for work within the Public Right -of -Way are required. 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. Sincerely, Bill Rambo Permit Technician File No. D18-0189 COOK) C PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0189 PROJECT NAME: 114 ST —II SITE ADDRESS: 5003 S 114TH ST Original Plan Submittal Response to Correction Letter # DATE: 7/21/2020 Revision # before Permit Issued X Revision #_ after Permit Issued DEPARTMENTS: >riilding" Division Public Works Fire Prevention Structural im 1\14 Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 7/21/20 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 9/15/20 Approved with Conditions Denied (ie: Zoning Issues) pal A4 owd co i`\ Fire Fees Apply ❑ d- (ssucIfit( �€. REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: i 1 / PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0189 DATE: 08/26/19 PROJECT NAME: 114 ST - II SITE ADDRESS: 5003 S 114 ST Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural n n Planning Division Permit Coordinfitor PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 08/27/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 09/24/19 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 12 Fire ❑ Ping ❑ PW ❑ Staff Initials: • 14ER fl' WORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0189 DATE: 10/29/18 PROJECT NAME: 114 ST II SITE ADDRESS: 5003 S 114 ST Original Plan Submittal X Response to Correction Letter # 2 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division Public Works ❑ Fire Prevention Structural Mfl 410q,10-q- 1 Planning Division Permit Coordinator it PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 10/30/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 11/27/18 Approved with Conditions[_g:r 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 ❑ Ping ❑ PW ❑ Staff Initials: / PEFIN1IT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0189 DATE: 08/30/18 PROJECT NAME: 114 ST - II SITE ADDRESS: 5003 S 114 ST Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division Works Fire Prevention Structural n n Planning Division Permit Coordinator Coog- Q)9 e 1 1 PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 09/04/18 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered^innReviews Notation: i V i 'V J Approved with Conditions Denied (ie: Zoni�n Issuees) '" / 5 DUE DATE: 10/02/18 n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping j PW ❑ Staff Initials:Woe. PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0189 PROJECT NAME: 114 ST - II SITE ADDRESS: 5003 S 114 ST X Original Plan Submittal Response to Correction Letter # DATE: 06/21/18 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: A-s wc- (0?e-c� Building Division is VVR ii)45-16 Public Works Ail Auk, 2-lt Fire Prevention 111 Structural J(A211 tiii° )?fanning Division Permit Coordinator in PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 06/26/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07/24/18 Approved Corrections Required (corrections entered in Reviews Notation: St4,6v.-.,_1 Approved with Conditions Denied (ie: Zoning Issues) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 1 r'S` ( 0 Departments issued corrections: Bldg 0 Fire 0 P1ng ] PWj Staff Initials: PROJECT NAME: (1 H SITE ADDRESS: FOO 3 S I ill S j- PERMIT D- 0 1 S 9 ORIGINAL ISSUE DATE: [ t -,y] g REVISION LOG REVISION NO. DATE RECEIVED STAFF INITT S ISSUED DATE STAFF INITIALS ` / '647111,1500056=-- -ANA./ Summary of Revision: 'Pro vV cie C.,e.WYs, CIA _ (, 0 i tt-S ' Received by: pvi 4t1 h. . REVISION NO. DATE RECEIVED rl Summary of Revision: knoie STAFF INITIALS G ISSUED DATE STAFF INITIALS Received by: gyp,/ I -1 (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: \/ Date: 0 ? City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard. Suite 4 100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: httP://www.TukwilaW'A.aov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. l g 12%4 Plan Check/Permit Number: .1)1 R ✓ R• esponse to incomplete Letter # l R• esponse to Correction Letter # [1 R• evision # after Permit is Issued i► j Revision requested by a City Building inspector or Plans Examiner Ct7yRQF TUKp ❑ Deferred Submittal # ilk �� ' 212020 Project Name: l) �C u91 i✓1 LLC l PER1�r' CE TAR Project Address: 5o p3 S { (L.1 1 ,S-t t I j kw t % WTI '7 T Contact Person: Si hj(F y Phone Number: Zoe— It o - 9/ 0 v Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date ofrevision Received at the City of Tukwila Permit Center by: 0 A. 4e— 1 4 4 Entered in TRAKiT on 7 g- / City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 07/08/2020 Plan Check/Permit Number: D 18-0189 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # [� Revision # 1 after Permit is Issued RECEIVED Revision requested by a City Building Inspector or Plans Examiner 2Q20 ❑ Deferred Submittal #u�' 2 CITY OF TUKWIL.A PERMIT CENTER Project Name: 114 St — Bathroom Revision in Basement Project Address: 5003 S 114 St Contact Person: Summary of Revision: Kam Singh Phone Number: 206-420-9100 Basement install tub, Toilet & sink on Rough in plumbing Sheet Number(s): 3 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center bv:4, Entered in TRAKiT on rl Date: LJ City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. P /2_6 \ Plan Check/Permit Number: P ` F G t ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # before Permit is Issued IRevision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: I ` L( S Project Address: Contact Person: 4 r7' $ ov Phone Number: --12- o 9100 Summary of Revision: SE'weh A-S L l I (f)--? T y, ee RECEIVED CITY OF TUKWILA AUG 2 b 2019 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on ;4, �'� \ Received at the City of Tukwila Permit �Centter by: ' -Entered in TRAKiT on LO Date: �6 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. 2—� l Plan Check/Permit Number: ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Project Address: 3 1 \cA -11- Contact Person: Summary of Revision: .1� G V—Q Phone Number: c Cs & Zo Qj cao 'Y`-� rvN C! RECEIVED CITY OF TU KWILA OCT 2 9 zo18 Sheet Number(s): "Cloud" or highlight all areas of revision including date oj'revisio cn J City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ' 13o 1 ( Plan Check/Permit Number: 3) \g ' r C ❑ Response to Incomplete Letter # ®Response to Correction Letter # F ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Project Address: Contact Person: 5`oQ 3 1 (tt,cih i,"i( fv (cv1r" s( 5h Summary of Revision: Sv114 �‘ C&D`CYRIat'\ Phone Number: C) G t'i G' to o RECEIVED AST\/ Af^ TI ev!• AUG 3 0 2018 PERMIT CENTEk Sheet Number(s): "Cloud" or highlight all areas of revision includin dal �rof Gvisi , Received at the Cityof Tukwila Permit Center by: WVI ,X/ Id Ur) ❑ Entered in TRAKiT on Residential Sewer Use t:. Jrtification Sewage Treatment Capacity Charge U rim King County Department of Natural Resources and Parks Wastewater Treatment Division To be completed for all new sewer connections, reconnections, or change of use of existing connections. Please Print or Type S Oc 3 S J I I lr s fi Property preet Actdress City State ZIP 771 k - (1 e, C 1-6,-*--�2 Owner's Name (a.z2 C S'IL— 22 61 ffr- Owner's Mailing Address 1 ) City State aC LI20 cifvC) wner's Phone Number (with Area Code) G G L-1-2 9 I o c� ZIP Property Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): Name Street Address City State ZIP Residential Customer Pleas check appropriate box: Equivalent (RCE) Single-family (free standing, detached only) 1.0 Multi -Family (any shared walls): ❑ Duplex (0.8 RCE per unit) ❑ 3-Plex (0.8 RCE per unit) ❑ 4-Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = If Multi -family, will units be sold individually? ['Yes ❑ No If yes, will this property have a Homeowner's Association? ❑ Yes'® No 1.6 2.4 3.2 For King County Use Only Account # No. of RCEs Monthly Rate Tt4 ((a Sewer District t� Date of Sewer Connection Side Sewer Permit Number RECEIVED CITY OF TUKWILA Required: Property Tax Parcel Number JUN 21 2018 Subdivision Name Subdivision Number PERMIT CENTER Lot Number Block Number Building Name Please report any demolitions of pre-existing structures on this property. Credit for a demolition may be given under some circumstances. (See King County Code 28.84.050, 0.5) Demolition of pre-existing structure? ❑ Yes ❑ No Was structure on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of structure demolished? Request to apply demolition credit to multiple structures? ❑ Yes 11)18 0 8 9 Pursuant to King County Code 28.84.050, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council at a rate per month, per residential customer or residentie 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 that an deviation mrr resu n a revised capacity charge. C I 'nata Signature of Owner/Representative Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): D18-0189 Grantor: TUKWILA EDGE HOMES, LLC, a Washington State limited liability company Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Along South 114th Street and adjacent to 5003 South 114th Street. Abbreviated Work Description: Work within the City Right -of -Way for EROSION CONTROL, STORM DRAINAGE, SANITARY SIDE SEWER WITH FORCED MAIN, WATER SERVICE LINE & WATER METER, DRIVEWAY ACCESS, PAVING & PAVEMENT RESTORATION, TRAFFIC CONTROL, UNDERGROUNDING OF POWER, AND STREET USE. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right-of-way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right-of-way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. IN WITNESS WHEREOF, said individual(s) have caused this instrument to be executed this t day of t ,2018 Grantor / Authorized Signature STATE OF WASHINGTON ) )ss. COUNTY OF KING ) I certify I know or have satisfactory evidence that (- i1` it. 5; .� % is the person who appeared before me, and said person acknowledged that he signed this instrument on oath stated that he was authorized to execute the instrument and acknowledge as the of Tukwila Edge Homes, LLC, a limited liability company, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated / ( ((1 ) 4v4161 .4 Cte ( k a 7_,ai-Ae Notary' ublic in and for the State of Washington residing at My appointment expires 05'(pc (a�- DATED this 5 day of a , 2018 GRANTEE: CITY of TUKWILA. By: //e';.71 ler/ Print Name: Henry Hash Its: Public Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING On this day, before me personally appeared HENRY HASH to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. I j � i� 1IB\.‘ O WASH � (1,66- .-("f 1(- -i Name: NOTARY PUBLIC, in and for the State of Washington, residing at ,L My commission expires: U 1, ci / :a SAIGHAR LLC 3045 Bellevue Way NE Bellevue, WA 98004-1944 Email: sindirl saighar.com Charanjit Singh Owner Tukwila Edge LLC 10225 SE 224th St Kent, WA 98031 Respected Sir, ;DECEIVED CITY OF TU !<NI I L PERMIT T CE,q T SAIGHAR Homes LLC is in Contract with Tukwila edge LLC as a General Contractor for address 5005 S 114th St, Tukwila 98178, Permit Number D20-0031 & 5003s 114' st, WA 98178 Permit Number D18-0189 Charanjit Singh (Kam Singh) is owner of Tukwila edge LLC and also Partner of Saighar LLC. SAIGHAR LLC SAIGHAR HOME LLC UBI # 604-451-984 License# SAIGHL*813KU Sincerely, Sindiri Bharat If any questions, please feel free to call me Washington S eDey,m,wmm Labor & Industriesihttps://Ini.wa.gov) Contractors SAIGHAR LLC Owner or tradesperson SAI BHARAT, SINDIRI Principals SAI BHARAT, SINDIRI, PARTNER/MEMBER SINDIRI, KAVITA, PARTNER/MEMBER WA UBI No. 604 451 984 3045 BELLEVUE WAY NE BELLEVUE, WA 98004 425-785-5210 KING County Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active Meets current requirements. License specialties GENERAL License no. SAIGHL*813KU Effective — expiration 06/03/2019— 06/03/2023 Bond RLI Ins Co Bond account no. LSM1199380 $12,000.00 Received by L&I Effective date 05/31/2019 06/03/2019 Expiration date Until Canceled Insurance Developers Surety & Indem Co $1,000,000.00 Policy no. BIS00032957 Received by L&I Effective date 05/18/2021 06/03/2020 Expiration date 06/03/2022 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. Certifications & Endorsements OMWBE Certifications CITY OF TUKWILA Department of Community Development 630o Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplanOci.tukwila.wa.us Permit Center/Building Division 206 431-367o Public Works Department 206 433-0179 Planning Division 206 431-367o AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) COUNTY OF KING ) ss. me+µ EA\ cr� [please print name] , states as follows: PERMIT NO: bI3O(PY1 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number i "2-, and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. Q1^1V A 14/0pl��/ zr sp. IV IS o 41.. Cats //it OF WAs \\' Owner/Owner's Agent* Signed and sworn to before me this 15 SI day of )tt1e1tkK , 20 . af ANY PUBLIC in and for the State of Washington Residing at / 1 //?( , County T..Tama ac rnmrniccinnari• 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; io. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than �twlelve months; (12!* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; . , , �1 4 - 18. An entity who holds a valid electrical contractor's license under chapter; i9;28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an eleetrical'trainee meeting the - requirements of chapter_19.28 RCW to perform plumbing work that is incidentally, directly,, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. UTILITIES GALL UTILITIES UNDERGROUND LOCATION CENTER (2) WORKING DAYS BEFORE YOU DIG. 1-500-424-5555 6" CONT. TRENCH DRAIN NEW SEWER STUB 5EE DETAIL ON SHEET 01.5 EXISTING GB (TYPE I) 34"x30" RIM=245.54' IE= 242.04' IE (YU= 244.04' 12' 57EEL IC (C)= 244.14' 12" 511:EL (FEILD VERIFY) / / / / / / / EXISTING FIRE HYDRANT d- ASPHALT DRIVEWAY IN R.Ori. NEW DRIVEYyCY APPROACH PER DETAIL .ON SHEET /C1.2 / / / / / / / / // � _— ^ —_, .. / NEW I" (HATER SERVICE SEE DETAILS INS-03 4 AS-14 ON SHEET GI.3 EXISTING EDGE OF PAVEMENT XISTIN6 8" TER LINE EXISTING 12" STORM DRAIN / / / / 18'x18N36" DEEP YARD DRAIN LIDO 241.00 BTM m 238.00 IE IN (4" PVC)= 23425 IE OUT (6" DO= 239.00 FIELD VERIFY 3LF 4" DIA. PVC SCH. 40 2516 SLOPE CONC. DRIVE �/ / r A ' H,I J n L l POWER, PHONE, 4 CABLE TO BE INSTALLED UNDERGROUND IN ACCORDANCE WITH UTILITY PROVIDER GUIDELINES AND CITY STANDARDS EXISTING OVERHEAD POWER EXISTING 8" SEWER LINE PROVIDE 2'-0" WIDE X 28'-0" LONG X 3'-0" DEEP DISPERSION TRENCH PER FIGURE 4.2.2.0 (TYP. FLOW DISPERSION TRENCH) OF 2016 KING COUNTY SURFACE WATER DESIGN MANUAL. MINIMUM SETBACK FROM FACE OF FOUNDATION AND PROPERTY LINES SHALL BE 10'-0". USE 6" PERFORATED PVC-SGH 40 PIPE AS DISPERSAL PIPE (WITHIN TRENCH) WITH IE TO BE 18" MINIMUM BELOW TOP OF TRENCH AND EXISTING GRADE SEWER LIFT STATION PUMP TO BE ZOELLER GRINDER PUMP: 2 HP MODEL NUMBER 4 HEW 1 WITH I-1/4" DISCHARGE NPT WITH VERTICAL SWITCH FLOAT CAST IRON, 1 PHASE, 240V AC. SEE DETAILS ON SHEET GI.3 bOLF 4" DIA. PVC SCH. 40 0 2% SLOPE 4" DIA. PERFORATED FOOTING DRAINS CONNECT TO DRY WELL 4' PVC TIGHTLIPE a 5= I% MIN. SLOPE (TYP) ROOF DRAIN LIIE5 COMECT TO CB -I TYPE (I) CATCH BASIN D18-0189 DRAINAGE CONTROL PLAN SCALE : I" = 10-0" DOWNSPOUTS W/ GLEAN OUT AT ALL CORNERS (TYP) 6LF 4" DIA. PVC SCH. 40 0 296 SLOPE 34'-11 33LF 4' DIA./PVC SCH. 40 to / 2% SLOPE / / / / PLANNING APPROVED - No changes can be made to Blew plans without approval from the Planning g Division of DOD r APProved By J 1i,u><L 11, 'Try / o ` '- !y ,(1../Y r I ?g;17/ 52 .2 4± ,6 / — —/ -- g' BSBL r1 / / -r-- �/-- {S' WATER .EMT KP•<ss: D., 2oe4o4ll.o?.t11. PROVIDE 12" DIA. x 48" DEEP DRY WELL FOR FOUNDATION DRAIN. FILL DRY WELL w/ I 1/2" WASHED ROCK. TOP OF DRY WELL TO BE 1'-0" BELOW FINISH GRADE. 6LF 4" DIA. PVC SCH. 40 0 2% SLOPE (FOOTING DRAINS TO DRYWELL `..: :IT C.:npl Mambas. am0.q 3 P o CbeiO CT/ el Tulchte r r. " ; DIVISION / / / / or'28'21'W ry, GB-02 (TYPE I) 34"x30" RIM=231.50 IE= 226.50' IE (IN) 4' ROOF DRAINS = 230.00' IE (IN) 4' ROOF DRAINS = 22950' IE (OUT) 22/50' (FEILD VERIFY) 1�.50 PARCEL NUMBER 334840-0915 I SITE ADDRESS 5003 5 114TI-1 ST TUKWILA WA. 98118 LEGAL DESCRIPTION HILLMANS MEADOW GARDENS DIV 02 PAR A OF TUKWILA BLA L06-001 REG •20060303900001 SD BLA LOCATED IN BLK 11 OF SD PLAT PLAT BLOCK: II PLAT LOT: 13-'74 (V O O O Ft CI tV r; FILE COPY i \11 Parmlt No. /a ListtledtoC7.-XiSE::CfrZ:::Lint /-. =: ,:�,./,_I c I c �:cLw:zss ixa rc; r�l _ ;lCctranicond oasis k� Date 1 1 1 1 1 t City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE :L APPROVED OCT 32 2018 / A-� ud IZ / 192.50 5 ) v _ rNO Nochar,;r sn ;c:.-•.- n;otn. scoon of r-.', v,., . •'proval of T c: E : '. -'.s wa r;;..ro a nc:v plan 61ArM!al and r j . ";:do ed:.Sonal P. n anew toes I DISPERSION TRENCH SZING CLCULA11 S TRENCH SIZING TOTAL IMPERVIOUS AREA- 1,900 +/- USE 10' LONG TRENCH PER 700 SO FT. OF IMPERNOUS SURFACE 1RENCH 'A' (1,900 SF) 1,900/700- 2.71 2.71x10'• 27.10' USE (1) 28'-0' LONG DISPERSION 1REN01 City of Tukwila BUILDING DIVISION PROVIDE A MINIMUM OF 25 FEET VEGETATED FLOW PATH ON DOWNSTREAM OF DISPERSION TRENCH AS A CSMP TO ALLOW DISPERSION THROUGH VEGETATION (LAWN, ETC) PER 15MP T5.I3 OR BETTER RECF,r,r). PUBLIC r.. IMPERVIOUS COVIC LOT AREA: 10311 SF 1-IOUSE ROOF AREA: 1,448 SF DRIVEWAY . WALKS: 452 SF TOTAL IMPERVIOUS AREA: 1,900 5F % OF LOT AREA: .18.4% RECEIVED ITV OF TUKWILA AUG 30 2018 nrn..rr nr.rrrn ei; 0 J -J 0 0 Ce • Z el C7 zoo N Q N W a3� N l z c, w N o H N 0 0 A- A - IMP Dlioro sham ri' RECOMMENDED CONSTRUCTION SEQUENCE A DETAILED CONSTRUCTION SEQUENCE 15 NEEDED TO ENSURE THAT EROSION AND SEDIMENT CONTROL MEASURES ARE APPLIED AT THE APPROPRIATE TIMES. A RECOMMENDED CONSTRUCTION SEQUENCE 15 PROVIDED BELOW: I. HOLD THE PRE -CONSTRUCTION MEETING IF REQUIRED. 2. POST SI6N WITH NAME AND PHONE NUMBER OF TESL SUPERVISOR. (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF A CONSTRUCTION SIGN AS REQUIRED). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF AND WHERE REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCES. b.INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH, BARRIER ETC.). I. CONSTRUCT SEDIMENT POND AND TRAPS IF REQUIRED. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. Q. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR, DIKES, PIPE, SLOPE, DRAINS ETC.) SIMULTANEOUSLY WITH CLEARIN6 AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTRY STANDARDS AND MANUFACTURES RECOMMENDATIONS. I1. RELOCATE EROSION CONTROL MEASURE OR INSTALL NEW MEASURES 50 THAT AS 51TE CONDITIONS CHANGE EROSION AND SEDIMENT CONTROL 15 ALWAYS IN ACCORDANCE WITH KING COUNTRY EROSION AND SEDIMENTATION CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL SE UNWORKED FOR MORE THEN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURIN6 THE NET SEASON WITH STRAW, WOOD, COMPOST, PLASTIC. SHEETING, OR. EQUIVALENT. 13. STABILIZE ALL AREAS WITHIN SEVEN DAYS OR REACHING GRADE. 14. SEED, SOD, STABILIZE, OR COVER ANY AREAS TO REMAIN WORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THIS PROJECT STABILIZE DISTURBED AREAS AND REMOVE BMPS IS APPROPRIATE. Ib. FOLLOW 2015 KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM) FOR ALL STANDARDS INSTALLATION OF DRAINAGE STRUCTURES. STORM DRAIN NOTES: I. CONTROL THE HOUSE, CONCRETE PATIOS AND THE DRIVEWAY IMPERVIOUS SURFACES. 2. EXISTING UTILITIES ARE NOT SURVEYED AND NOT SHOWN ON THI5 PLAN. CONTRACTOR 15 RESPONSIBLE TO DETERMINE ALL UTILITY VERTICAL AND HORIZONTAL LOCATION PRIOR TO COMMENCING WORK ALWAYS GALL BEFORE YOU DIG 1-800-424-5555 3. MINIMUM SLOPE FOR 4" DI A. ROOF AND FOOTING DRAIN LINES SHALL BE 2.00% 4. PROVIDE SAND COLLAR ON PVC PIPE AT CONNECTION TO CATCH BASINS. 5. ALL PVC SHALL BE SCHEDULE 40 INGLUD1NG PERFORATED FOOTING DRAINS. b. ALL STORM DRAIN LINES UNDER RETAINING WALLS OR STRUCTURE SHALL BE DUCTILE IRON PIPE EXTENDING TO CATCH BASINS ON EACH SIDE. GRAVEL FILLED D I SPERS I ON TRENCH NOTES: I. THE TRENCH WIDTHS ARE SHOWN ON THE PLAN. 2. THE TRENCHES MUST SE FILLED WITH AT LEAST 18" OF i" TO II' WASHED DRAIN ROCK. THE DRAIN ROCKS MAY NOT BE COVERED WITH ANY BAGKFILL MATERIAL. 3. FILTER FABRIC MUST BE PLACED ON BOTTOM AND SIDES OF THE TRENCH PRIOR TO BE FILLED WITH DRAIN ROCK. 4. THE RUNOFF FROM THE IMPERVIOUS SURFACES SHALL PA55 THROUGH A YARD DRAIN OR CATCH BASIN FITTED WITH A DOWN TURNED ELBOW PRIOR TO ENTERING THE INFILTRATION TRENCHES. THE ELBOW 15 INTENDED TO TRAP SPILLED MATERIAL IN CATCH BA51N SUMP 50 THAT THE SPILLED MATERIAL AND SEDIMENTS CAB BE REMOVED AND/OR GLEANED BY HOMEOWNER AS ROUTINE MAINTENANCE. TYPE I CATCH BASIN NOTES: I. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM G-418 (AAS140 M-14141) ABD IN ACCORDANCE WITH KING COUNTRY SURFACE WATER MANUAL REQUIREMENTS. 2. ALL REINFORCED CAST IN PLACE CONCRETE SHALL BE GLASS 4000 3. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS AND SHALL HAVE A WALL THICKNESS OR 2" MIN. ALL PIPES SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS, UNUSED KNOCKOUTS SHALL BE FULLY GROUTED. 4. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT SHALL NOT EXCEED 5'-0" 5. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D. MATING SURFACES 56 SHALL BE FINISHED TO ASSURE NON - ROCK IN6 FIT WITH ANY COVER POSITION. 6. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM VERTICAL EDGE OF THE CATCH BASIN WALL. 250 245 246 244 242 240- 238 236 234 232 230---- SEWER LIFT STATION PUMP TO BE ZOELLER GRINDER PUMP: 2 HP MODEL NUMBER 4 HEW"? WITH I-1/4" DISCHARGE NPT WITH VERTICAL SWITCH FLOAT CAST IRON, I PHASE, 240V AC. SEE DETAILS ON SHEET CI.3 -A66ESB-BOX .1 fnC C.= 1 Al =L7 ai7 /-1= 1 1 1= 2" PE DISCHARGE PIPE TO SERVICE CONNECTION (P.V.G. SGH 40) r 171 R-fl1 Rq DRIV@NAY APPROACH �. SA.trr AND TACK ROAD TO ORNDUY AIPROACM .or?. 3 ORiVDTAY APPROACH TO lC f' MM. C -A554* rf f442 A51MALT M r 4Mf. 5 1pT Mt *. 4*4.T OR COK.IICI[ TO E! RAC O OV W CdPACTED 505204425 AND 4. OP GOT . CO.IACTm TO def.. APPROVED SEP 15 2018 Jay of Tukwila PUBLIC Works REVIEWED FOR CODE COMPLIANCE L. APPROVED OCT 31 2018 • Clly of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 30 2018 ACCESS BOX (TYP) �PPPEE TO SERVICE P.V.C. _ SQL40 GLUE JOIN MATERIALS UST 10 24' OM GALVANIZED COVER Q2 POWER CONDUIT • 1-1/4' PVC TRUE LIMN BALL VALVE (SS) HAYWARD OR EOUA; ® 1-1/4' GALVAIIEO WON OS 1-1/4' GALVANIZED NIPPLES © CHECK VALVE AND PUMP ELSOCAIIECT NYDROMATIC, GOULD OR EQWL. SINGLE FAMILY LIFT STATION YEW GRINDER LIFT STA, DETAI L IRS c> 0 2 IP GRINDER PUMP - SEE NOTES 1-1/4' CALYAM2ED PIPING. APPROXIMATELY 1.2' LONG HOT DIPPED GALVANI2ED STEEL RAIL GUDE SYSTEM HOT DIPPED CALVANZED PUMP TECH SHORT RAIL 24' X 60' FBERRASS TAMC 1-1/4' RCM CONDUT MYER HUB NEM 4X NON-METALLIC JUNCTION BOX —y�BOTTOM ENTRY TAUTER TIGHT STRAIN S AWE, CONNECTORS (FOR USE WOH UNDERGROUND CARES) ATTACH USING LOCK -NUT WITH SEALING FITTING PEA GRAVEL OF DIRECT BURY CABLE TO CONTROL BOX NO. 10 ANC TIWN WIRE FOR PUMP (1 WIRE) N0. 14 MG THIN WIRE FOR FLOAT CONTROLS (3 WIRES) !TEES 1. TOP OF TANK GAIN E SET RUSH WITH GROUND. E A CONCRETE PAD IS POURED AROUND THE LIFT STATKIN AND SLOPED AWAY FROM THE STATION. IEP ROCKS AND DEBRIS OUT OF STATEOL 2. ACCESS BOX: TRAFFIC AREAS - EOUAL TO CARSON MODEL 1419-148 WTTH 1419-28 COVER TRAFFIC AREAS- H-20 RATED CONCRETE BOX EQUAL 10 FOGITIE 89-1/2 METER 80X LXOS SHALL E HARKED ELECTRICAL OR SDNER RESPECTIVELY OR HAVE NO IAARXINGS AT ALL. 3. CONTROL FLOATS NOT SHORN FOR CLARITY. MARK 2'X4' STAKE WITH "SERER" AND DEPTH TO PPE INVERT FROM FINISHED GROUND LEVEL MAX F UOOFD STLIR ON SFIER MARL 12' LONG 2'K4' STAKE BURIED TO DEPTH OF PPE INVERT. PAINTED WHITE ABOVE GROUND. BEDDING GRAVEL COMPACTED MIN. 6' COVER AT PROPERTY UNE GAUGE WIVE TO BE DOJAIFD ARC(.'O PPE MD 2'. 4' STARE AT OR ABOVE FINISHED GROUND 6' PVC SEWER PIPE. ONE LENGTH MIN. SIDE SEWER STUB 'PROFILE VIEW Ir SIDE SDYER SNUB CAP 4 x4' UC 6' MIN. (GLUE FTmREDNG)R r4'x1-1/4' to 2' INSERT / (CLUE FITTING) —0 -4— TEST TEE LAST R56021t/3ap FROM I-1/4' to 2' SCN 40 PVC PIPE GTONDER (GLUE FTTNGS) PUP SECTION HEIRS 1 GRINDER PUMP DISCI1ARCE UNE MUST FLOW INTO A 6 INCH P.V.C. GRAVITY UNE. SIDE SEWER STUB. 2. 6 FOOT MNHUM COVERAGE AT PROPERTY UNE AND IN RIGHT -CIF -WAY. 3. 16 INCH MNIMUM4 COVERAGE OF PPE ON PRIVATE PROPERTY. 4. NIGHT OF WAY RESTORATION SHALL MATCH OR EXCEED THE ORIGINAL CONDITION AND E IN ACCORDANCE `MTh THE 0TY STANDARD. 5. BEDDING TO E CLASS F PEA GRAVEL FOR GRINDER PUMP FORCE MAN. 6. GRINDER PULP FDRCE MAN SHALL E LAID STRAIGHT ATH MINIMUM DEFLECTION. 7. PROTECTIVE STEEL CASING IS REQUIRED IF: A. LESS MAN 3 FEET OF COVERAGE IS ATTA'NABLE UNDER A DRIVING S.JRFALE. B. UTIUTY SEPARATION IS LESS THAN ADEQUATE. SINGLE FAMILY SIMPLEX SEWER LIFT STATION CRAVITY/FORCE-MAIN CONNECTION ® PAINTED HIGH TENSILE D.I. SERVICE SADDLE WITH DOUBLE STRAP. AW WA I.P. THREAD TAP. ROMAC 202S OR EQUAL SIZE AS REQUIRED. ® CORPORATION STOP. AWWA I.P INLET BY MALE IRON PIPE THREAD OUTLET. MUELLER BALL NO.8.2969 OR EQUAL AS NEEDED. ©COUPLING MALE IRON PIPE THREAD BY MUELLER 110 FITTING. MUELLER NO. H-15451 OR EQUAL Q COPPER TUBING. TYPE K OR HIGH MOLECULAR DENSITY POLYETHYLENE. TRACING TAPE FOR POLYETHYLENE PIPE. MUELLER 82423 OR APPROVED EQUAL. NOTES: I SERVICE LINE SHALL BE PERPENDICULAR TO THE WATERMAIN UNLESS OTHERWISE APPROVED BY THE ENGINEER. 2 BYPASS WILL BE LOCKED OFF BY CONSTRUCTION INSPECTOR WHEN METER SPREADER IS INSTALLED. 3. METER WILL BE SUPPLIED AND INSTALLED BY THE CITY OF TUKWILA 4. SETTER SHALL BE POSITIONED TO CENTER RIGIO SPREADER UNDER INSPECTION LID AND PROVIDE ADEQUATE CLEARANCE BETWEEN BYPASS AND BOX WALL FOR OPERATING AND LOCKING BYPASS VALVE. 5. BRASS FITTINGS SHALL BE LEAD FREE. NOT TOICALA City of Tukwila SERVICE SIR. WS-03 RISMOONM 02.2014 1 LAST RMSKNI: ANNNONNI R. TISCHMAK, CITY ENGINEER PLAN VIE" vAsses osyse• .a., :T YYI • ma •auc.w ,•I, AN>h ITlw..l'.I > (L CpM.M T:IIt.W ANTE en YeW=Mr. a I.g1AAe N6.I MI.a4 Ns .h..N N./} GIN,,. 1.14,44 N./ a cYINPNi FIT INGS CN "NE PIPES LEADNO TO THE HOUSE FROM THE MUELLAR TEE SHALL ESE WELLER 1ID TAPE FITTINGS OR ECUAL e+v4.14 1' FIRE SERVICE PARTS UST: SECTION 1TeltO•'r Nl1 .T4-110IN C t NUNS'. I •1/1INCI =ABM% 1-B-24258. 1' COUPLING MUELLER 110 X ANGLE STOP - BALL 1-B-25028. 1' CORP STOP- BALL 1 -TAILPIECE WITH FEMALE IRON PIPE THREADS NOTES, IHtl .'.q+cOM.M .q.ef.WM 1. NO METER BOXES IN SIDEWALKS AND DRIVEWAYS WHERE POSSIBLE. 2. USE CLEAN 54' MINUS CRUSHED ROCK TO BACKFILL AROUND CORP STOP AND SERVICE LINE 3. THE FIRE SPRINKER SYSTEM SHALL BE DESIGNED PER APPENDIX R AND NFPA 13D 4.TFIE DOUBLE CHECK VALVE SHALL BE INSTALLED WITHIN 5' OF THE WATER METER. 5. THE DOUBLE CHECK VALVE SHALL BE INSTALLED TO PROTECT FROM FREEZING. 8 ALL BRASS FITTINGS SHALL BE LEAD FREE. SNIT T04CAL4 W h City of 1" FIRE / DOMESTIC SERVICE REVIEWED FOR CODE COMPLIANCE APPROVED OCT 31 2018 City of Tukwila BUILDING DIVISION A.PPRUVEG SEP 15 20113 'II o1 IUKMWIb �I IBLIC Works RECEIVED CITY OF TUKWILA AUG 30 2018 U -J -J 0. 0 0 Z w 0 z () d' LU a 3 co re 1 Drainage Control Plan Detail SOLID FILTER I'EDI FOR DEI11A CATCN DAMN ORATE NOTE. DA. DETAIL b OLY SOid1ATIC. ANY NEGRT 16 ALOEED THAT NAE A MN 0D CF. OF STORAGE. IRS STORED GEDP'ENT, AN OVERFLOW. AND CAN SE EAECY MANTANED. FIGURE DAL FILTER MIMIC PROTECTION STANDARD ETRENGTN 4RATi FILTER FAOP `\ TT-" 1Nit • � Noj& QLY TO OE USED WARE PO0E1'" OF WATER ANCNS Tli CATON EWAN WLL NOT CAUSE TRAPPIc TCN pAeN/ RogLime AND DAM OVERFLOW MOULT DROWN OF SLOPES fIGIRE DAI'1 CATCH BASIN INSERT ALL CATCH PAGANS To BE PROTECTED AND MAINTAINED PER KN4 COUNTY DETAILS DAL 1 DAf 1 6" CONT. TRENCH DRAIN NEW SEWER STUB SEE DETAIL ON SHEET 01.3 PROVIDE STABILIZED CONSTRUCTION ENTRANCE AS NEEDED PER DETAIL ON THIS SHEET EXISTING GB (ITPl I) 34"x30" RIM=24554' IE= 242.04' IE (4)- 24404' 12' STEEL IE (E)= 244.14' 12' STEEL / (FEILD VERIFY) / �ry T DWE�WAY gppINR.O.W. _ _ . _ AGHAR / DETAIL OX SHEET GI..2 ' / / / / / / / , T , / / EXISTING EDGE OF PAVEMENT XISTING 8" TER LINE EXISTING 12'• XISTING STORM DRAIN FIRE HYDRANT FILTER FABRIC ON WAIF. t` OF I I12' W 181 W D ROCK OR PEA GRAVEL 2' EXCESS OVERLAP I8"I8 x36' DEEP YARD DRAIN LID • 241.00 BTM • 238.00 IE IN (4' PVC)= 23'4.25 IE OUT (6. DI)= 23900 FIELD VERIFY 3LF 4' DIA. PVC 50H. 40 e 2% SLOPE SILT FENCE / // �/' • ' / / /.0 .0 x��._X_ — / _ol' SILT FENCE POWER, PHONE, 4 GABLE TO BE INSTALLED UNDERGROUND IN ACCORDANCE WITH UTILITY PROVIDER GUIDELINES AND CITY STANDARDS EXISTING OVERHEAD POWER EXISTING 8" SEWER LINE firanal EROSION CONTROL PLAN filaiYATION SILTATION FENCE DETAIL PROVIDE 2'-0' WIDE X 28'-0" LON& X 3'-0' DEEP DISPERSION TRENCH PER FIGURE 422.0 (TYP. FLOW DISPERSION TRENCH) OF 20I6 KING COUNTY SURFACE WATER DESIGN MANJAL. MINIMUM SETBACK FROM FACE OF FOUNDATION AND PROPERTY LINES SHALL 8E 10'-0". USE 6' PERFORATED PVC-SGH 40 PIPE AS DISPERSAL PIPE (WITHIN TRENCH) WITH 1E TO BE 18' MINIMUM BELOW TOP OF TRENCH AND EXISTING GRADE SEVER LIFT STATION PUMP TO BE ZOELLER GRINDER PUMP: 2 HP MODEL NUMBER 4 HEM WITH I-I/4" DISCHARGE NPT WITH VERTICAL SWITCH FLOAT CAST IRON, I PHASE, 240V AG. SEE DETAILS ON SHEET GI.3 GOLF 4' DIA. PVC SGH. 40 • 2% SLOPE e ry 45'-0" rye' ,ye ry 51'-b' 1' 4' DIA. PERFORATED FOOTING DRAINS CONNECT TO DRY WELL 4' PVC TI6HTLIIC • 5" I% MIN. SLOPE (TYP) ROOF DRAIN LINES CONNECT TO CB -I TYPE (I) CATCH BASIN D18-0189 OUTS W/ CLEAN OUT AT ALL CORNERS (TYP) ELF 4' DIA. FVG 34'-11" SGH. 40 • 2% SLOPE / / I 33LF 4" DIAJ SOH. 40 • I / 2% SLOPE / / / R■25' MIN. INSTALL DRIVEWAY CULVERT IF THERE 15 A ROADSIDE DITCH PRESENT, AS PER KIN& COUNTY ROAD STAND 4'-8" QUAgRLR�YY 6EO-TEXTILE FABRIC 12" MIN. THIGKNES IT 15 RECOMMENDED THAT THE ENTRANCE SE CROWNED 50 THAT RUNOFF DRAINS OFF THE /o PAD. /H PROVIDE FULL WIDTH OF IN4,-RES9/E&RE55 AREA STABILIZED GONSTRUGTI ON ACCESS >x ry0 q� 'fl /Yry fryry r� ' / / E -T x� 858E , rx / / i� 1 I / / / / •f= ; — — / / / / , / WATER EMT / I09'-0" PROVIDE T2" DIA. x 48" DEEP DRY WELL FOR FOUNDATION DRAIN. FILL DRY WELL W/ I 1/2' WASHED ROCK. TOP OF DRY WELL TO BE I'-0' BELOW FINISH GRADE. ELF 4' DIA. PVC SCH. 40 • 2% SLOPE (FOOTING DRAINS TO DRYVELL ERGS I ON SE I 1 1ENTAT I ON CONTROL (TESL) —xkke-Y= 1'28121'W ,0 CB-02 (TYPE I) 34"x80" RIM■231.50 IE= 226.50' IE (IN) 4' ROOF DRAINS = 230.00' IE (IN) 4' ROOF DRAINS = 22950' IE (OUT)■ 22150' (FEILD VERIFY) m 0 / , xf _x. 'I 25 551, r,0 0 co 19.5 m e N O I I \ \ \ SILT FENCE \\ ,1 1 \ \ r/ //x cA' SCALE : I" O 20 40 80 , SILT FENCE PROVIDE A MINIMUM OF 25 FEET VEGETATED FLOW PATH ON DOWNSTREAM OF DISPERSION TRENCH AS A 8tdIE TO ALLOW DISPERSION THROUGH VEGETATION (LAWN, ETC) PER 13MP T5.I3 OR BETTER UTILITIES GALL UTILITIES UNDERGROUND LOCATION CENTER (2) WORKING DAYS BEFORE YOU DIG. I-8OO-424-5555 REVIEWED FOR CODE COMPLIANCE L APPROVED OCT 31 2010 CRY of TukwllE BUILDING DIVISION 9PPROVEL SE!' 15'1010 Joy or TWcwE. "I IBLIC Wake Cf4M RECEIVED CITY OF TUKWILA AUG 3'I 2018 CL O C 0 U 0 0 C O E In 0 0 1. LLJ NWI raw, rtAntA DNS NTEIIATILNAL DLO& CODE (InC), AND BY REFERENCE WERE APPLICABLE TIE 205 NTERNATIONAL 1E61DENTAL CODE MC) ,AD APl1DED DY LOCAL ARIeDICTIOI ROOF LIVE LOAD • 26 Per (SNOW) ROOF DEAD LOAD • D POP FLOOR LIVE LOAD • 40 POP FLOOR DEAD LOAD • D PEP WIND LOAD • SO MPH LIND SPEED, EXPOEURE'D', R IK CAT. II TYPE. V OCCUPANCY GROUP. R-3 GIE*0 GOAD 16D DEERSEIOC CATEGORY a1.Ecr To DMMAff FRM MTEE DESGN TBp. CE OWED MM. LMMB/T IEGIEE> PLC= H4IlI� AIR EED* NOEX FE.N AiNIAL TETT SPEED ONO TO'OIRIPOC ERECTS SPECIAL RD IOSIOI ED-0CRE DEERS ZOE _����qOCOEN'� IEATBs6"-- LN< MTN TORITE 26 W* DW2 PIED IS EDIT- N n ro ILOCAL de se JNUIDI1104 ADDMONAL REQUIRED MlMTTTAL REM! 11816 TO DE ELEMITTED DY TIE QUER OR CCNTR4CTOR AT THE CF PERMIT COMMITTAL - MPG. JET. DESIGN AND LATCUT F APPLICABLE (FROM MA&F4Cv. R) - PTO. 114. 6 DESIGN AND LAYOUTS (FRa:31 MA LFACTURER) rF1$Rdl ALE86 A 801L8 MVE6TIGATICN BY A GJALFIED 8OL8 ENGNEER !9 PROVDED, FOL DATICN DE6IiN S BASED ON AN AMMO AVERAGE 801E BEARING OF EDO P8 . EXTERIOR FOOTINGS 814ALL DEAR 16' 01114111.11) BELOW FM18IED GRADE ALL POOTPG6 TO BEAR ON FIRM UDC8T11RBED EARTH BELOW ORGANIC SURFACE 8OL8. BA0GILL TO BE TWOROUGI&Y CO IPAOTED. PE4PIN c2FREE61V8 b1RROG1H CF CONDETE Pat TABLE 14I022 MS CR LACATKM CF CONCRETE CO111WO104 r 1M COTR=66VE 61536654 ME AT 20 DATE M ORATE REATERO POIBRNL M4BBT !LASS 4 maim NAN ON NOCE DON T (4R4d! FLOOR SLAB! (N-61RGMAU 2300 RN EAOB T WALLA, POWATIeN L4LL6. EXIDUCR TOLLS 4 OMEN VERTICAL COMM IOW DTOIED TO TE IEA11Et WE psi (611 t• 1% 814RHDLd) TO TO 44 GARAGE .CARPOR SLABSREPOPOIED MJD 3/60D FN (61 to 111 &P attatE ) COLgETE 'BATCH TICKET' GULL BE AVAILAOLE ON eRE FOR REVIEW 57 GUILDS* OFFICIAL REINFORCIG STEEL TO COIPL7 UuT4 46TM A65 GRADE 60. UND. /SEE STRUCTURAL) 152111;191121 DOLT IEAD6 AND TUT* BEARING AGaAIST WOOD TO DE PROVIDED I IT14 V4'2.3k3' PLATE W464ERe. 12000 BEARRN* O4 OR WALLED MTHN 1. OP MA6ORY OR CONCRETE TO BE PREISOURE TREATED WITH AN APPROVED PIECE RvATIVt POUDATICN 61LL DOLTS TO BE 11/6' DIAMETER AT 6-0' OG U40. WIM MN 1' EMBEDMENT METAL FRAMING CO'PECTORD TO DE MANFACTUED BY EMP60N 6TROG-TIE OR U6P BTRJCTIRAL CONNECTORS. ALL LDOD M CONTACT WIM CONCRETE TO BE PIREEEURE TREATED. FEED CUT ENDS. 140T0E6. AND DRILLED 1E1E6 CP PRESSURE TREATED WEER 6144LL DE RETREATED N THE FIELD N ACCORDANCE MTH AURA M4. (ETD CUT DOLUTIO4 BY U.OLMANI2ED WOOD) PER IRRC R311* FA6TE1ER6 FOR PRESSURE PRESERVATIVE AO FIE RETARDANT TREATED u100D SHALL BE CF NOT -DIPPED GALVANIZED STEEL. 6TAINLE66 STEEL. SILICON DRONIE. OR COPPER. 6' MN n WAD. ' l 15ETLH1N WOG° AND G4RADF. D' ME1 CLEARANCE DETIEEN FLOOR BEAMS AND GRADE M' MN. CLEARANCE ! E ILEE2N FLOOR JOIST AND GRADE. D EXCEPT WERE REGUI ED BY SEC. 12.4062 TO DE WATERPROOFED, POUDATKN 614L.L6 THAT PETAH EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL DE P441P OOFED FRRO1 71E HIGHER CP (•) TIE TOP OP THE FOOTING OR (0) 6 ACHE! BELOW THE TOP OF THE DASD•@R FLOOR TO THE FN164ED GRADE M480pRY W4LL6 BOLL HAVE NOT LEES 114AN 35 NCH PORTLAND CEMENT PAN aNG APPLIED TO THE EXTENSOR OF TOE WALL. THE PAR LING SHALL DE DATPROOFED N ACCORDANCE RIM ONE OF TOE POLLO6RY: L B171111 U E COATED 2. 3 POND. PER 62 ID. OP ACRYLIC MOONED CEMENT. A IS' COAT OF SURFACE-00141RG OSIER COMPLY.* W TN AST. C eel. 4. ANY MATERIAL PERMITTED FOR WATERPROOFING N SEC. R4062. 6. OTHER APPROVED PETHODD OR MATBDAL6. !Norma-4. PARGP O' WIT MASONRY VAALLE IS NOT RECLINED WERE A MATERIAL 16 APPROVED FOR DIRECT APPLICATION TO THE MASONRY. CONCRETE WALLA NULL DE DAMPPROOPED BY APPLYIG ANY OE CP TE LIFTED DAPPPRDCFNG MATEMAL8 OR ANY ONE OF TOE WATE RPROOF8 MATERIALS LUSTED . SECTION R4062 TO TOE EXTERIOR CP THE WALL. III R4062 • N AIEA6 WERE A 31I31 WATER TABLE OR OTER SEVERE SOL-WATER CONDITION* ARE KNOUN TO EXIST, EXTERIOR PO30ATION W LLD THAT RETAIN EARTH AND ENCLOSE I4TEI0R !PACE. AND FLOIOR6 BELOW GRADE 814ALL DE WIATIDEIROOIED PROM M 14101ER OF (a) TE TOP cP THE FOOTING, OR (b) 6 140E6 BELOW THE TOP OF THE BASEMENT FLOOR TO TIE PRIMED GRADE. W4LL6 &444LL BE WATERPROOFED M ACCORDANCE 441124 ON! OP THE FOLl.aurw L 2-PLY HOT -MOPPED FELT!. 2. E POLED ROLL ROOFING- !. 6-MIL !POLYVINYL CHLORIDE 4. 6-MIL PO-YETHYLETE S. AO -MIL POLYMER-MODFIED A6PHALT. 6. 60-M1L FLEXIBLE POLYMER CEMD4T. 1. LA' COMSAT -BASED, PEER-REIIGRRCED, WATERPROOF COATING. & 60•ML 6OLVB(T-FREE, LJOJID-APPLIED 6T14I14ETIC RBBER ENCZEIKTS ORGANIC -SOLVENT -BASED PRRODICT8 8UC44 AN HYDRROCARBOS, 04LCRMATED HYDROCAARB04& RKETONE6 AND ESTER. &HALL NOT BE MID FOR ACT WALLS WRH EXPANDED POLY6TYPEME FORS MATERAL. USE O PLASTIC POORO CEMENT& ACRYLIC COATIG., LATEX GO4TIG6, meow AND PAAGNI6 70 SEAL IC" W4LL6 le PERMTTED. COLD -NETTING 461LHALT OR HOT A6PW4LT ON4LL C0I' 1 TO TYPE c OP A6171 D 44t 1401 ASPHALT SHALL BE APPLIED AT A TEMPERATURE C LES. THAN 20011 ALL J015176 N .STELAE u4A1E1pROCPPNG BULL BE LAPPED AND SEALED WIN AN AD4E6IVE COMPATIBLE WITH THE MEMBRANE. yf3ITII 4T10N RADII - TIE UNDER -FLOOR SPACE BETWEEN THE BOTTOM CF THE FLOOR JOI8T6 AD TIE EARTH USER ANY BULLDOG (EXCEPT EFFACE OCCUPIED BY TIE DA60E4T) NULL HAVE VENTILATION OPEN G THROGH PO/OATIO4 VALLE OR DX78RIOR WALL!. A OROID COVER OP 61X MIL (004E6 N THICK CLACK P0.YET4YLDE CR APPROVED EMLAL SHALL BE LAD OVER THE GINS J0 WRHN CRAWL SPACES. TIE G•ROIND COVER MOLL BE OvE1LAPPED NX RC4E6 MM1UI AT TIE JONT. AND RIAU. EXTEND TO TIE P01D4TION WALL. EXGEL'SI0. THE GPOUO COVER MAY BE OMITTED N CRAWL SPACED F M CRAWL SPACE WA6 A CONCRETE SLAB FLOOR UM A MENAI T14IO0E66 OF 11110 NOE*. DitAFT8TOPP1146 4 FIRE LOCI 121&44TI8Topu IME2.10 N COI'E)6TIBLE CON8TR4CTION WERE THERE S USABLE WAGE DOTE ABOVE 4 DELOU TOE CONCEALED !PACE CF A FLOOR/CEILING ASSEMBLY, DRAFT6TOPS SHALL OE !STALLED 60 TWAT TIE AREA OP TIE CONCEALED SPACE DOES NOT EXCEED 1000 BRIARS FEET DRAT6TOPPIG !HALL DIVIDE THE CONCEALED !PACE NTO APPRONXMATE.Y EQUAL AREA& METE TM A86IMDLY 16 ENCLOSED DY A FLOOR MEMBRANE ABOVE 4 A CEILING MEMBR.NE BELALL DRAFT6TOPP►G SHALL BE FRONDED N FLOOR/CEILING ADDEMBLIE6 UNDER M POLLARD CIPICIZETANCEN I. CEILING 16 8I11/424DED LEDER THE PLOOR PRAIMG. 2. FLOOR FLORID 16 0067R4CTE0 O' 1RS6-TYPE OPB4•Lm OR PERFORATED MEMEER6. DRNT6TOPTNG SWELL C0N616T OP MATERIALS LISTED N INC SECTION R302II1 Mani eVYDN IMLy)IL M Ca 0J6TIDLE C046171LJCTON FIREDLOCK►G °HALL Ell PROVIDED TO CUT OFF 5014 VERTICAL AO 140112124TAL CONCEALED DRAFT OPENED. AND TO PORT AN EFFECTWE PIKE BARRIER WIZEN STORES. AND DENIZEN A TOP !TORE' AND THE ROOF MACE. FIREBLOCKI G °NNALL DE PROVIDED M W OD-PRA'ED OOMTR4CTIO 4 N TOE POLLOLNO LOGATIOS. L IN CONCEALED NAACP.. OF STUD WALLI AND PAR ITIOS, NCUDNG RUED 6P4CE6 AND PARALLEL 4M ROIL* OF 6106 OR 6TA000ERED 6506 A6 POLLO4J6 U. VERTICALLY AT THE CEILR1 AND MOOR LEVEL& U. 4CRZ0TRALLY AT NTERVALE OCT FXC®IG TOR 2. AT INTERCONECT1046 BETUEEN CONCEALED VERTICAL APO NORZONTAL SPACES SUCH A6 OCCUR AT 60/PIT3, DROP CELNG& AND COVE CEILIG& 3. N CONCEALED MACE! EETUEE4 STAIR !TRACER! AT M TOP AND 501101 OP GO Ill EN0.06ED SPACES UDER STARE !HALL COMPLY WITH IRO SECTION R302.1 (16' GAD) 4. AT OPENNG6 ALOUD VENT., PIPER, DUCTS, CABLE6 AND WREN AT 084LtG APO FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST M FLEE PA66AGE OF FLAME AID PRODUCT! OP COE0e11O1 74E MATERIAL FILLRG MIN ANNULAR MACE &HULL NOT BE REQUIRED TO MEET M 46TM E 136 REQUIREM ENT&. 6. FOR M FIREBLO0XMG OP 041111EY6 AND FIREPLACES 6EE INC SECTION R100316. 6. FIREBLCOKNG OF CORICE8 CF A TLC -FAMILY DUELLING 16 SECURED AT T4E LINE CF MELL NG WIT 0EPARATIOI {TALI. CONSINUCTICINAIRAMINeili cluir )e ALL MNTtM NALNG !4NALL BE N ACCORDANCE MTN/ IBC TABLE 2304.102 AND RC TABLE R602.30) INLE66 NOTED OTERU6E. GYPSUM WALL BOARD AT NTEIOR ULALLe TO BE FAME.* ACCORDMG TO TABLE R10233 MINIPILPI TNICIQ'E35 AND APPLICATION of GYPSU'1 BOARD TA NA PEWS. 54004314 O corer! WARD OR Alvan Pa pooP.L11 (lO435 APPLICHTCN COROATM O orn'I!T WAND OPROWSn Amer, PANG IRCOLIC113 TO MAINS NA)MN WACMro PURRS 0041' cc/ KAMM11 'PALM. Nat CP NALA POP APPl4GL1101 TO MML•O MOOR 01W1rlr tWtl) IIIIA W rI•V• KM* NWCallaP!•' CCLM r 1 D D OAoe IN.• Lau HMO 4MAR •M DAL HW' 14NL AMLLA. BALL MOM DNMCTCN r • r RRm we M CCOLRN NHL NNW MA. /OP LOM.1.O U. INS' 4LW Dna cmcnom r 1 D D•A•L HW L.AL 1•04. MMAC•A' G141-11CL01. ANLM MO'M ON O• CO0.N X41.. ' PIA. HMV Lau D•O 14NR ow o, a, gloom INK Now DAL I-w L434►ta r HMAD. COLOR FRR•ROGLAR 24 1 D DOLL Limet DNMLT01 84 • D CALL wnmt DRLCr8CN r • M. GSID STHet OtRMCTIp4 ID 1 0 o AMCLOW treed. R•4' .EAR ••'•• DIA.4-W LOA 4N4LAIt- Isom Co PP COME NY, ••D' PA 41/11, LQu W 3140: OR OYT1JT Doom NAL ••N• DM. LW Las me IMAD. Cal. POORTCPOLAR 34 1 D T414 X AT 04 IO55143•4 FORM PDPDE1 c1AR a4 • • I-w IQ. Y 4A COATED NA.t .RNW Ar ORr4Ll TEM • NwNSr POMO YLL .tx Ow CTo. RR,1•L '66A00. DOLL ImeN IGLU. 34 • D HIM•' Lau 1141.4* Mono •IY' D4A.I410. Lau 1NL4. RED. OR N ODOIat M L.••W' DAL Hw LOA PO NW. OR DILL elfl ORUCT104 r • r arI•DM MOrm.4ALR•'•'talt lw flfla_ O1•AD- A/TLIGLTIO( Dot AOMORI », OWRu PDsIOOLM r r r •RD N MORI POO SW•TV1.OWO AO MOON ROIL MNCOICr• MALL Man DRRCT0N r r u Vr CRIMP m1. MOM OPRCHd r r r OWN. PDPD0103.315 34 v r UPS •• MOPS POP VY MO W •TPlM •OMO 410 WNW PAIL FR:cum IDlDCIneY MOLL SOWN oREL-nON x r 34 TWO OWNS PRP*4340LAR r r r DAM M1Y IMLJ O MY ,MOH! ION oTI.111M •ONO AM O1PNN ROIL PRODL'1M PAC! PLY NO OM AO.d1C 14 L.ATR11 MOLL /n1lN DRCIIM 24 34 24 P4ATRPRS ALL NAL6 6PECFED 04 11416 PLAN MULL BE CONTION OR GALVANIZED BOX (NLE66 NOTED OTEIIW6E) OP THE DIAMETER AND LCGTW LISTED BELOW OR A6 PER APPB0IX L OF THE NATIONAL DENON SPECFIG4TIO1 FOR LDOD 004611113C1IA4 408) 0d CONTROL (0B1' DIA 2-V2' LE NGT /. Ed BOX (0JD' DIA 2-1/0 LONG), 10.1 COMMON (0146' DIAL 3' LOG) Add BON (01G6' DIA, 3' LBG110, IN. COTTON (0162' DIA 3-V2• LOK24 1*41 6NLLR (0146 DLL, 3-114• LONG) Id COO.ER (00*6' DIA 1-6)0' LOG ), 6d COOLER (00E' DIA 1-1AM LONG) WEER GRAMS FRAM* WIMPS SHALL COMPLY TO TIE LATEST ED!TICN OF UALPA GRADNG 1111E8 FOR TIE IMEIT N LU" EBL ALL 13A6N LUMBER SHALL BE 6T41PED MIN TIE GRADE MARK Cr 4N APPRV' rm UMBER G4ADPG AGENCY AV SHALL HAVE TM ►0 U:WING U44D.1)6TED DE8I.4 MP4IMIM PRROPEllEA dalT4 DOI ND OR LAMER 1222-II21k 4F 4 - Pb•I60 p•L PY•16 p•L Pc.1300 poi. E'1200000p1 If Q - Pb•160 pN, PvA pH, Fe.1300 pl, E•1200000pN ILO OX 6X CR LAYER DP-L 4 - Fb•SLO pa M•MO psi. Fc•360 pm, E•111.00000p•I DRL Q - Pb••A psi, W16 pot, F2s600 poi, E•800000p.4t IBM D64 3(4 34 CR LARGER 4F Q - Fb•SS0 psi, FvM poi. Fc•300 p4 E•200000p 61 4F 4 - Fb.660 poi, PvTJ p•4 Fc•1300 poi. E•I100000p11 ECM 4X4 ER OR LAGER W4 OR LAPEER ND CR LACER 4F •2 - Po.l O pet MHD p6 Pc•800 pL E•1600000pol 4F 4 - Fb.e00 poi, PV.IB p4 Pc•1360 poi, E'1600000pl CF-L M - Fb•100 pN, PV•*6 pN, Pc•416 p4 E•00000Cp•I or-L. 4 - Fbs100 pN, 14.66 pal, Fc.416 poi, E•300000p0 REVIEW'cD FOR CODE COMPLIANCE APPROVED OCT 31 2018 • City of Tukwila BUILDING DIVISION GLZO-LAM2NATED BEAM /G B16HA1. BE 24F-V4 FOR ANGLE MAN. 4 24P'v8 FOR C0NT1.0M OR CANTILEVER SPANS LATH TOE POLLOYRNG MMILII PR*PORRE4 Pb • 2,400 PR. N • 165 PSI, Fc • EEO PIN (PERPE 0lQLAR), E • 1500000 P81. ENGMEENEQ ROOD BEAMS AD 1-.IO6T CCN1RACTOR SHALL SUBMIT 6110P DRAPING!, AND EFECFICATI046 FOR APPROVAL 51 BUILDING OFFICIAL DESIGN, F4BRG4TIO4 AND ERECTION M ACCORDANCE NTH TIE LATEST ICC EVALUATION REPORT. DEANE DESIGNATED A6 'PELF SHALL WAVE TIE MNM N 1•ROPERRE6 lib • 2.600 FAN. PV • 21O PSI, Pc • 160 PINT (PERFENDI0LAR), E • 2400000 P61. BEAM DESIGNATED AS 1.v1.' 6N4LL HAVE TOE MENAI PROFERTEA Pb • 2.600 PSI, Pv • 266 MI. Pe • 160 PSI (PEI1QPEENDICLLAR), E • 1.800000 PSI. MA/16 DESIGNATED 4.5 'LSL' SHALL HAVE TE M14MM PROPEREN Pb • L100 PN, M s 400 pet Pc • 60D P.4 (P'ERPENDIQLAV, e • 1,300000 PEL CALCULATION. !HALL INCLUDE DEFLECTION AND CAMBER IEOIARH'®!FA DER.EC1104 6/ALL OE LIMITED A6 FOLLOWS FLOOR LIVE LOAD MA)4101 • L/480, FLOOR TOTAL LOAD MAXTUI • Ll240. PREFABRICATED WOOD 111LI66E6 64LOLL DE DESIGNED TO 6t8PORT !SLIP UEIGNT PLUS LIvE LOAD AND 9UPERItR'7BED DEAD LOAD* A6 8T4TED IN TIE GENERAL NOTE& TR4EEE6 611411 DE DESIGNED 4 STAMPED DT A LKD4EED PRCFEB*IONAL E)GREER AND FABRICATED ONLY F}LOM 5406E DENIM!. NOEEARNG WAL46 N44LL DE HELD AWAY RCM THE TRJ66 BOTTOM CHORD WITH AN APPROVED FASTENER (!UCH AS !IMP CN ETC) TO ENSUE MAT THE 50J66 O07TO1 Cl. D WILL NOT GEAR ON TIE WALL. ALL PERMANENT T4466 .SNIDER BRACES N OLL BE METALLED PER TIE TRI*S DESIGN DRAURG*. FD0A44 Aa Q124 64.1AMNG• TYPICAL WALL 4 ROOF 64EATNIG SHALL DE 1/16' RATED 84EATHNG MEN AI UN-E66 OTIERDEE 6PECFIED. MNRV1 NAILING 64404.E BE 6d COTTON • 6' OD • PANEL EDGES AO E' OO. N VELD U110. ON 64E4111.14Ll EGEDULL WAN NDEX !NALL DE 2410 FOR WALL* AND 24* POE !TOOK FLOOR 64EATHN3 64441 DE 3/4' TAG RATED (40/20) 64EAT1I4G, ULE66 011E16116E 8PECFED. MNnN NALPO NULL BE 80 CO9'MON 4T de OG • PAEL EDGES. AD o' OO. N FIELD. SPAN NDEX NULL DE 40/10 1LE86 NOTED 0111111126E WAGGER BO LAPS AT POOP AND FLOOR NEAT* N1 ,11 R MMILI APPROVED CORRROMON•RE6IDTANT PLASHING NULL BE PROVIDED N THE D(7B*OR DILL ENVELOPE N DUCH 411NER ,48 TO PREVENT ENTRY CF WATER INTO TOE WALL CAVITY OR PBEIRATION CF WATER TO TOE BUILDING 674CTLPAL FRAMING CO PO ENT& TOE FLARING SHALL EXTEND TO M &IMAGE GP THE EXTERIOR WALL FNMH AND SHALL BE METALLED TO PREVENT WATER 111521 RREBJTIIVG 71E EXTERIOR WALL NVELOPE. APPROVED CORC*ICN-RE616TA4T PLA6HNS6 64AALL BE METALED AT ALL CP Toe FOLLGUEG LOCATION. L AT TOP OF ALL EXTERIOR LOOM AND DOOR OPENINGS N OUCH 4 MAKER AS TO DE LEAKPROOF, 1. 4T TIE NTERNECTI04 OF 04,11EY6 CR OTHER MAMMY G246TRCTION WITH FRAME OR 'STUCCO W4LL6. LAM PROJECTING LIPS ON 5051 60E6 DOER STUCCO 0PB4NG6. PLATE SPREAD AND 6P7OXE-DEVELOPED NDEX FOR NMLATIC 4 DIAL.- BE M ACCORDANCE WITH EECTION6 14302101 THROUGH 16302.105. BEELMEIELABal RELATION MATERIAL!. INCLUDING FACI16. 6UC44 AS VAPOR IETN®ERD AND VAP1O-PERMEABLE FIMERAE6 INSTALLED WITHIN ILOOR-CELNG A66Q'BLIE6, ROOF-CEILRG A86E7-ELIEB, WALL A66N-DL28. CRALLL 8440ED AND ATTICB !HALL WAVE A FLAME SPREAD NDE I NOT TO EXCEED 26 WITH AN ACCo-PANYMG SMOKE -DEVELOPED NDEX NOT TO EXCEED 460 WERE TESTED N ACCORDANCE ISM A6TM E 64 OR UL 123. OCITTIONe. L NEE SU04 MATERAL6 ARE WALLED N CONCEALED MACE6. M RAM SPREAD NDEX AND SMOK1-DEVELOPED INDEX 1.1114 ON6 DO NOT APPLY TO TIE FACN16 PROVIDED TWAT TM PACOG D METALLED N 81E6T4NTIAL CONTACT LATH TIE MD0ROSED SLIPPAGE O1 M CELIG, FLOOR OR WALL FLANK 2 CELLULOSE PEER LOOSE -FILL INSULATOR 114A1 *NOT SPRAT APPLIED, CO"PLYNG WITW TIE REQ41REMp4T8 OF SECTION Rf0GJ03, BULL NOT BE REQUIRED TO MST TIE 6MOE-DCVELOPED NDEX CP NOT MORE THAN 460 A0 NULL DE REQUIRED TO MST A SPEC E-DEVELOPED NOD( OP NOT MORE THAN 460 WERE TESTED N ACCORDANCE WITH CANNLC 64022. 3. FOAM PLASTIC NSILATICN !WALL COMPLY MT14 6ECTON R3M, L000E-ILL MULATTOS MAMMAL! 7WAT GYNNOT a t-W4780 N M A6111 E 64 OR UL 123 APPARATUS WITHOUT A ECIEGN OR AR1FICIAL DUPPGR16 *WALL COMPLY WITH M FLAME SPREAD AND 6MO E-DEVELOPED LMIT6 OF SECTION 14302101 WERE TESTED N ACCORDANCE U4TH CAULK E1022. EXCEPTION. CELLLLO6IC FIBER LOOSE -FILL NbLAT10N !O44LL NOT DE RECLINED TO DE TESTED N ACCORDANCE WITH CJYLLLC 61022, PROVc ° OUCH NMLATION COMMON WM M 58044REMENT6 OF SECTI0N6 R302101 AND R302J03. CELIJL064C DEER LO06EfILL POULAI 1OI SHALL COMPLY ILITL GPM 16 CFR PARTS 203 AND 1404. EACH PACKAGE OF OUCH NSLLATNG MATERIAL SHALL OE CLEARLY LABELED N ACCORDANCE WITH CMG r CFR. PARTS 1706 AND 1404. S3C2211211225201:12AUMIALAilat EXPOSED 1DLLATION MATERIAL! INSTALLED CH ATTIC FLOORS S44411 WAVE A CRITICAL RADIAL FLUX NOT LEES THAN 012 WATT PER SQUARE CNTMETE! 507.2221F*TI42 TENTS FOR CRITICAL RADIANT FLU( !HALL BE MADE M ACCORDANCE WIM AD1M E 910. IHLIE4Thai CONTROL EXTERIOR JOINTS 4o .110 MI4D0333 A0 DOOR FRAMES, 1•pETR4TIO6 N FLOORS, ROO* AND WALLS AND ALL 6MIL4R OPBIOG6 SHALL BE SEALED CAULKED, G40Q1ED OR UEATERSITSPPED TO LIMIT AIR LEAKAGE. R102.1 VAPOR RETARDERS CLAM I CR II vAPOR RETARDERS ARE REQUIRED CR THE INTERIOR 81DE CT FRAME W4LL6 N CURATE ZOE6 6, 6, 1, 0, AND MADE 4, EXCEPTION!, L BASE/ENT W4LL6. 2. BELOW -GRADE PORTION OF ANY UTALL. 3. CQMTRLCTICN WERE 170446TME OR 116 M1E1ZN3 LALL NOT DAMAGE TIE MATE4AL6. R.102.11 f1A66 III VAPOR RETARDER! CLA66 III VAPORR RETARDER! !HALL DE PE4'11T1ED *ERE ANY ONE CF THE CONDITION* N TABLE R102.11 16 MET. FONT' MAIFR4A v le Tf RPT4.nr.r. 4M TIE VAPOR RETARDER CLASS ROLL DE BASED CN TIE M4NFACTIIER'6 CERTIFIED TENTING OR A TESTED A6EEMBLY. TE FOLLOW* 644.44.E DE DEEMED TO MEET TE CLASS SPECIFIED (LASS I. ebEET PGLYETHTBE, UPBIGRATED AL411Nf7 FOIL. CLASS II. KRRAFT-PACED PEER L 66 WATT•. CLASS III. LATEX OR ENALL PANT. R70271 OINIStLf1 FAR 418PAf2S AND VFNTFD OPPNIN w FOR VF•47FD C1 41XD14,1 FOR TE P11a06l6 Cr 5116 6ECTIONI VENTED CLADDING N44LL NCUDE M FOLLOWING MMM.M CLEAR A'RBPACES. OTHER OPENING 11174 TIE EOUIVN.ENT AM AREA !HALL DE PERMITTED. L VINYL LAP OR HORIZONTAL ALL MEAN 6DRG APPLIED OVER A UEATOER-RE&ISTIVE BARRIER A8 6PECFCED N TABLE R1033(U. 2. BRICK VENEER UMW A CLEAR AIRSPACE AO EMCEED IN TABLE R1032.4. L 05ER APPROVED VENTED GLADDING6. IIEC 1114024 41R LEAKAGE (MANDATORY) THE 011LDNG THERMAL ENVELOPE 614ALL DE COETRICTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WM THE REQUIREMENTS OF 010140 6 R10241 THROUGH 154024A. R402412 TEISTNG TE DULONG OR IMELLRG WR SWELL BE TESTED AND VERIFIED AS HAYING AN AIR LEAKAGE RATE OF NOT EXCEEDING 6 AIR �E)40HA4GE2 PER 1W�OR����FAMs.•�a A MP FOOTED OF CERTIFICATE *EC RA01.3 A PERMANENT CERTIFICATE 6141LL ee COMPLETED DY TE MILDER OR REGIBTERED CENG'S PROFE66104AL AND ROOTED CR A WALL 14 THE SPACE W M TE MENACE 16 LOCATED, A UTILITY Neal OR AN APPROVED LOCATOR NODE THE OIILONG. WEN LOCATED ON AN ELECTRICAL PATEL, TIE CERTFKATE !HALL NOT COVER OR 015651114CT THE N6ISILITY OP TE CAROM DIRECTORY LABEL, SERVICE DB000IECT LABEL, OR 01IER REWIRED LABEL& TOE CE4TFICATE8 S44ALL LIST TIE PREDO'1UNT R-VALUE6 CF INSULATION N6TALLED NOR CR CDILN10110011, UI4LL& FOMDATIO 4 (ELAM. DELCW-GRADE WALL, AND/OR ROOK) AND CUCTD MINCE 000471 KED !PACES. U-FACTORD FOR FEIE6TRATIO 4 AND TIE SOLAR HEAT GAN COEFFIC04T (6443C) CF FBE67RATIOL AD THE RESULTS PROM ANY RECLINED DUCT 8YSTB'1 AND 5ILDNG ENVELOPE AIR LEAKAGE 1F2TG DOME ON TIE BULDNG WERE TIRE *MORE THAN ONE VALUE PLR EA01 COMPONENT, TOE CERTFICAIE6 SWELL LMT M VA JO COVER6Ia THE LARGEST AREA THE CERTIRCATE8 SMALL LI67 TM TYPES AND EFFICIENCIES Cr HEATNG, COOLING AND SERVICE WATER HEATING ECG/RENT. LITERS A GAS FEED WONTED ROOM NEATER ELECTRIC PURACE, OR DA6EBOAID ELECTRIC NEATER 16 NDTALLED N THE RESDE CE- THE CERTFIC4TES SHALL LUST 046-PIED LNV'BTED ROOM HEATER' ELECTRC ruNNAcE• OR 'BASEBOARD ELECTRIC SEATERAD APPROPRIATE. AN EFFICIENCY SHALL NOT OE LISTED POR GAN-FIRED UNMATED ROOM HEATERS, ELECTRIC FURNACE* CR EL0C1RC D46EDOAID HE4TER8. guar LEAKAGE TEOTMIL DUCTS BULL BE LEAK TESTED N ACCORDANCE MIN LIU RS-33. UORG THE MAXIV7 DUCT LEAKAGE RATER 6PECFIED N 206 YANG SEC. R40333. A LRIT1BR REPORT OF THE REBUS 6144LL BE SIGNED DY THE PARTY CODUO0RG THE TEST AD PROv1DED TO TE CODE OFICAL BWLDNG AIR LEAKAGE E TE6T1G 205 UAEC DEG R4024 THE BALDING TEMAL ENVELOPE SHALL BE CONSTRICTED 70 LIMIT AIR LEAKAGE N ACCORDANCE WITH THE REQUIREMENTS OP 6E0TIQN64/0241 TMROL4634 RA02 AA. EUMINCIACCERAL RODENT P16DGfR.61 TOO 1141FOR1 PL1'6NG CODE SEC. 3012 SMARM PLATES ON DRAM R.-ETO 644ALL DE DENGED AND WALLED 60 TAUT NO OPDUG EXCEEDS Il OF AN NCH N THE LEANT DIENNIO4 3424211'ETER BOXES 644ALL DE CONSTRICTED M EU04 AN MAKER THAT RATS CANNOT ENTER A BULLDOG BY POLLOLIG THE 6ERVICE PIPES PROM M BOX NT0 THE COWING. 1ED2 METAL COLLARS N OR ON BUILDNG6 WERE OPB4NG6 WAVE BEEN MADE N WALL& FLOORS, OR CEIL1426 FOR THE PA66AIGE OP PPE& SUCH OPINING. SHALL BE CLOSED AND PROTECTED BY M ItlTALLATION 0P APRS/OsED METAL COLLARS SECURELY FADTENL'D TO THE ADJDNRG 87R4CTURE 3. UNDER AND 4T 11E BND6 Cr MUA6ORY, WOOD, OR METAL COMM AND OLLE. 30.3 M 41461E OPINE* N REAMED C4N8111411CTION TO CRAWL SPACE* AT OR BELOW TIE FIRST R.00R BULL DE PROTECTED DY THE 4. CONTITUO SLY ABOVE ALL PR,JECTNG WOOD TRIM RECEIVED N6TP1LAT10N OP APPROVED METAL COLLARD OR METAL ECIEDN SE0IELY PA6TDED TO T4E ADJONIG 61RCTIM W M No OPENING 6 LOETE DRERO* PORC4ES, DECK!. OR ETANM ATTACK TO A WALL OR FLOOR 4D6EMELY 0 W701D CCNDTRJCTON 6 AT WALL AND Poor NTEREECT40NN. A CITY OF TUKWILA EXCEEDNG OP AN NCH N M LEAST DIEBK*l WATER HATER R 6091IXUFC) 1 4T BOLT-N GUTTEM. :`I� . COiB DURMETER WATER RIPPLY ETER U1ERR GUIOK-ACRID VALVE!PE INSTALLED 644A11 BE PRODED WIM WATER HAMARRESTER./ TO ADSORB HIGH PIE66UE6 RE6LTIG PR2M TIE QUICK 0.00MG OP MERE VALVE&. LATER KMMER ARRE6TOR6 !HALL BE .PROVED ByPSFG� DOORS. i:R'J � AND EKTLK1FITb MECNA4IJ4 DEVICE! N ACCORDANCE WITH TIE APPLICABLE 6TAMDAD AND 6N4LL DE METALED A6 CLOSE M PO061DLE TO QUIp< i/"�`", '� PERMIT CENTER L•D016 NULL BE N67ALLED AND PRISMS N ACCORDANCE WITH 14E MAKFACT RER'6 WRITTEN IBTALL4TIOH 8STRJCTIO46. ROTTEN 1T.KLATION ►B1R4CTGB 64ALL BE FRONDED BY THE MYLF4CTIER P2e EACH MI0OU ALL SKYLIGHTS AND SKY WALL. UffEGLEEMIDDRISEI TO BE LAI4ATED SLAM MLNNN NOTED OTERUer. 1 VAWTNG (31MaFIDI PFR SEC Rd au - A MNpui O 16 Derzc rr OF LAMPS N PERMANENTLY NSTALLED LIGHTING FIXTUE6 DN,ALL 01G11011 R310-E E MAENCY ESCAPE 4 RESCUE OPBNNG6 BE HUW-EFICACY LAMPE. we D4.B'lNT6, H14DRABLE ATTIC. AND EVERY KEEP** ROOM NULL WAVE NOT LEES THAN ONE OPERABLE EMERGENCY ESCAPE AND FOWLS OPNNG MERE DASBME4T6 CONTAIN OE CR MORE SLEEPNG ROOM, AN EMIR'i5NC7 ESCAPE A0 IE6OJE OPINING e444LL BE REfiORED N EACH !LEERING R027. EMERGENCY ESCAPE AC RE6C E 016104666 !HALL OPEN DIRECTLY MO A FROLIC RAY, OR TO A YARD OR COURT THAT OPINE TO A PUBLIC LAY. DCErTO6 *TORS MELTERD AND DASBIENT6 USED ONLY TO HOME MECHANICAL EQUIPMENT NOT EXCEEDIG A TOTAL FLOOR AREA OP 20O 60 PT. p'1M111 OPENING AE4L ALL EMEIMAR CY E6CAPE AND RE60E OM NIG6 MULL WAVE A MN NET CLEAR OPENING OF 8.l SQ PT. DXCEPTIO4 GRADE MOOR OPB4N116 SHALL WAVE A MN 60 62 FT. MWF111 OPENING 4FIaf47L 71E MN NET CLEAR OPB4RNA HEIGHT SHALL BE 24 N4E6. MOW OPENS* MDT{ THE MN NET CLEAR OPENING LADM CHAU. DE 20 ACHES. MA)b'1M ALL HEO4MTL WERE A UODOL M PROVIDED A6 TE EMERGENCY ECEA•E AND RESCUE OPBUNG, IT EHULL NAVE A MU IOGI4T OP NOT MOTE THAN 44' 4BOv1 M FLOOR WERE THE SILL 4EIi4 M D1LOU GRADE. 1T SHALL DE PLAIDED WIM A WIN000 M'1. N ACCORDANCE WITH SEC, 101023. SOOTY GLAZING BALL DE INSTALLED N M FOLLOWN'a LOCATIONS OR AS OTERU6E RECLINEED PBR ARC 6EOl1ON R3064 L GLAZE* N DOOM - 60E 14P D DOORS, SLIDING GILAS* DOOR. AND PANEL* N !LONG. 4 DIFOLD DOOR AMBMLE6 PER SRC SECTION R101541 2 GLAZING ADJACENT TO DOORS - PAEL8 W TNN 24' OP EITHER 81DE CF THE DOOR N CLOSED 0061710N PER INC SECTION RB0642. D CLAIM N 6RDOUM - TIE PANE 16 LAMER TAN 116E FT. NE OOT10M EDGE S LE86 THAN l' ABOVE T4E FLOOR M TOP EDGE P MOT! 744E 3D' ABOVE M FLOOR AND obis OR MORE WAUKILL DJPACE6 ARM WITHIN 3•', MIAKIMD HORZOITALLY AND M 4 6TRAIG4T L E OP M GLAZING PER ARC RECTOR R30s43. 4. GLASS* N GUARDS AND RAL6 PN UPC SECTION 58864.E 6 GLAZING N MET 6UPIPACE8 - WALL&, BCL06UE6 CR PENCE* CONMANSG OR FACING HOT TES, ee46, 214IRLPOOL6, 6AUU6, STEAM 120018, BATHTEB, *OILERS AND INDOOR CR OUTDOOR 8LLSTI G POOLE WERE M BOITOR 100106ED EDGE 16 LE66 THAN 60' MEASLSED VERTICALLY ABOVE ANY *UNDID OR VALKNG SUMACS PER SRC SECTION MONAD. 1. ELAZ•N ADJACENT TO STAIR. AO RAPS - WERE M BOTTOM DMG6ED EELS S LEES THAW 34' ABOVE TE PLANE OF TE ADJACENT WYJKNG SURFACE OF MTAIMIA"E, LANDING OMEN FLIGHTS OF STAIRS AND R4EP6 PER SRC SECTION R30046. & GLAZING ADJACENT TOM BOTTOM STAR LADNG - WORE M GLAZING le LE86 TUN 36' ABOVE TOE I.4/01G AND WR4414 A 60' HORIZONTAL ARC LE66 THAN 1S0 DEGREES PROM M BOTTOM TREAD 16O6240 PER NC 6ECT10N RR05.4.1. ESTER1O! OTA4WAY ' I U'N4TIO) FIDE 6D(-,_RR•L7 r" NTERIOR 6TAIRU4Y6 SHALL BE PROVIDED LIT+ AN ARTIFICIAL LIGHT 6O3CE TO LLL IMATE TINE LADRG6 AD TEEAD6. STAIRWAY LL1'NATION MALL RE011V•E PRIMARY PALER Wel M OULDW MRN1 NO LIGHT SOURCE 6144L1 BE CAPABLE CP LLUIMATMG TREADS AND LAMING* TO L1VEL6 NOT LEMM THAN I POST-CANOLE MAIMED AT THE CENTER OF 'MEADE AND LAON36. THERE SHALL BE A WALL 6414704 AT EACH MOOR LEVEL TO CONTROL TIE LIGHT SOURCE WERE M 6T41RIAY 14A6 NX CR FIORE RSERB. EffGEEMZIL 4 SUTCH 16 HOT PEOUIED WERE REMOTE, CENTRAL OR AUTOMATIC CONTROL Cr LIGHTING IS PROVIDED, EXTERIOR 87AMU4Y . 1 1MNA71CN PER .EC 1130311 iota EXTERIOR 8T41RWAY6 SHALL DE PROVIDED WM A4 ARI19CL4L LIGHT SOJCE LOCATED AT 11E TOP LAWN& OF TIE .TAIRIAY. 8T4IR4AY ILLUMNATI0N 644ALL RECEIVE PRIMARY POWER PROM THE BUILDING MRMG. EXTERIOR 6TAIRW4Y6 PPOHlDNG ACCEed TO A DA68Y1BNT PROM T4E OUTDOOR GRADE LEVEL SHALL BC PROVIDED LIT04 A4 ARTIFICIAL LIGHT SOURCE LOCATED 4T THE BOTTOM LAD8G OF THE 6T4IEAY. P ER DEC P16026 ORLLNG AND NOT04IG OF 611.06 BULL BE N AC:COIDANCE LAM TE POLLOWNG, L ROTC** ANY 611E N AN EXROOR WALL OR BEARING P4RTR1O1 MULL DE PERMITTED TO DE CUT OR NOTCHED TO A DEPTH NOT EXCEEDNG 2111 OP TT8 WIDTN. 6TD8 N NONIMAW0 PARRTIO 6 SMALL BE PERMITTED TO DE NOTOED 10 A DB'TI NOT TO EXCEED 40% OF A OGLE 6110 WDTH. 2. DRILLING ANY 611E 61ALL BE PERMITTED TO BE BORED OR DRILLED, PROVIDED THAT M DIAMETER OP M RESULTING HOLE M NO MMORO THAN *014 OP M STD WIDTH M EDGE CF M HOLE 16 NO MOM TORN 16 NCH TO M EDGE OP M STUD, AND M HOLE M NOT LOCATED N 11E NAME SECTION 46 A OJT OR NOTCH. !REDS LOCATED N COMM WAI-L6 OR DEARNG mama* DRILLED OVER 4014 AND UP TO 601E SHALL AL60 DE DOUBLED LATH NO MORE 1144/4 100 MCOMO& DOUBLED 61106 BORED. SEE PgUE6 1116026(U AND 1106023(2). gaemak USE OF APPROVED 6TUD !HOES 1* PERMITTED WERE MY AM !STALLED N ACCORDANCE WITH M MAµPAC1UJABly IE6OMT'ECATIOT48. DRLLNG AND NOTCHING CF TOP PLATE. PER EEC R6016J WEN PIPING OR DUCTWORK 16 PLACED N OR PARTLY N .AN EXMOOR 5003 S 114TH ST CITY OF TUKWILA I Contractor or bulkier own nrUy .II om.Rlons before proc..Aln4 MINA construction 2 This plan mu designed to be marketed Wousbout many munIUp.11tb. The purcNser must verity compliance with .11 local •DDN c.bl bwNlnt cod.. where Abe hom. la 4o be construct.]. 3 Purchaser •4ould pan Plan renewed by • lic- ensed bWH.r and struct- ural engineer for oompll- enc. Io •pecllk site con- d1Uo(v 4 Ts plana e1ou44 not b altered by other than • yu.I1N.d designer. .rNd- beet or structural engineer Plan No: L2D-2781-2L Date: VtN I IL,A I ION C.)2(..11f<l'INTb ROOF ATTIC UNTIL 4TION CALCULATIONS VENTILATION CALCULATIONS 4 REQUIREMENTS AT LEAST 40%I NOT MORE THAN D04 CF REQJIRED VENTS SHALL BE N UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW TIE RIDGE CR HIGI EST PONT) WITH IN! BALANCE OF REQUIRED VENTILATION PROVIDED 6Y EAvE vENTNa VENTILATION REQUIRED PER SEC. ROOM - ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES WIRED WHERE CEILINGS ARE APPLIED DIRECTLY TO GE UNDERSIDE OF ROOF RAFTERS 614AU NAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE CF RAIN OR DM VENTILATION °TIDINGS SHALL H4vE A LEAST DMENNCM CF IAA' INCH MNMl1 4D V4' NCH MAXFRtL VIIfTLATION OPENINGS AvNG A LEAST DMENMCN LARGER THAN 114' 64ALL BE PROVIDED WITH COMMON -RESISTANT HAIR CLOTH SCREENING, HARDWARE CLOTH CR SIMILAR MATERIAL WITH OMEUG6 HAVINi A LEAST PPEN61CN OF VI6' MINR1l1 AND V4' MCAXEILl . OPE41266 N ROOF FRAMING MIND* MALL CONCERN TO TIE R£0)IIEMENT6 CF SECTION 1/1602.1. REOUItED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR MU4S'u1 VENT AREA PER EEC R6062. - THE M1IAMUI NET FREE v1NTLATION AREA SHALL BE V60 OF THE AREA CF THE YB4TED SPACE. VENT AND INSULATION CLEARANCE CE Fen SEC RN:63 - WERE SAVE OR CORNICE VENTS ARE INSTALLED, NMILATICN MALL NOT BLOC( THE EPEE ROW CE AIR NOT LESS THAN A 1-NCH SPACE SHALL ea FRONDED BETWEEN THE NSULATIO4 AND THE ROOF SHEATH1G AND AT THE LOCATION CP THE VENT. UPPER ROOF: (AREA I) 1.225 SC FT. OF ATTIC AREA900 • 461 ea Ft. OF VEMILATKN REQURED (664 EC NOES) UPPER VENT5 • 332 eq. h (1AT50 VENTS) LOWER VFNT6 • 332 Eq. h 28 EAVE ANTS x O' PER BLOCK • 336 Sq. h ti21:EL UPPER ROOF VQ4TIG PROVIDED BY 1419 AF50 ROOF V8(TS. (50 4 N PER NHL/ WE L EAVE VB4P6 PROVIDED BY (4)-2 I/S DIA ETER BARD HOLES' PER EAVE BLOCK. (4)-2 V6' DA HOLES • MA eq. h MO MESH MA I/ MESH • EY eq. h PER BLOCK LOWER ROOF - COVE) PATIO: (AREA 1) 62 EO, PT. CF ATTIC AREN300 • 10 DO FT. OF V8(TILATKN RECLINED (30 GO INCHES) UPPER VENTS • 5 Eq. h (1 AF50 v8AE1 LOWER VENTS • 6 eq. h 2 EAVE H84T6 x G' PER BLOCK • 24 Sq h LOWER ROOF - GARAGE: (AREA 3) 69 EO, Ff. CF ATTIC AREN300 • 33 SQ FT. CF vE3(TILATION FECUND (16 SG NOES) UPPER VENTS • 38 Sq. h (I AF30 VENTS) LCGER V84B •33 Sq. h 4 EAVE INT6 x G' PER BLOOK • 46 Sq. It EL: LEPER ROOF VINI NL'G PROv1ID BY COR-A-V841 ROOF-241411 HEM (63 GO N PE4 AREAL FT) (AREA 2) ll d-6• A NAVE VETS) (AREA I) D18-0189 INTEGR)'4TWI) 24 1-IR WHOLE HOUSE UNTIL 4TION SYSTEM eati r A.r4••a NEAT0 EC L MENt ALL WARM -AIR FURNACES !HALL 6E LISTED AND LABELED ED 67 AN APPROVED AGENCY 4D WALLED TO LISTED 6PECFlG4TION6. NO WAR1•AIR RUF ACE! MALL DE INSTALLED N A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM. CLOSET OR 14 ANY ENCLOSED SPACE WITH AGC'S6 Oil GROAN SUCH ROW OR SPACE, EXCEPT DIRECT VENT RES ACE• ENCLOSED 19AI4CES AN ELECTRIC HEATIN FU NAOE6. LI0EFED PETROLBM GAS -BURNING APPLIANCES SHALL NOT BE INSTALLED N APR. BAI@'@R OR &MLAR LOCATION WEE HEAVER THAN AIR GAS MIGHT COLLECT. APPLLINCE6 60 REED MALL NOT BE INSTALLED N AN 4601E GRADE ENDER FLOOR !PAGE OR BASEENT LRCM SUCH LOCATION IS PROVIDED 1.14791 AN APPROVED MEANS FOR REMOVAL OF UIUOED GAS. HEAIPG AND COOLING 6221PMENT LOCATED N A GARAGE 4D WI4104 GENERATES A GLO.U. SPARK OR PAYE CAPABLE 0 IGI1TNi FLAPP ABLE VAPOR* MAALL. BE INSTALLED WITI4 T1E PILOTS AND WRIERS OR 'EATING ELEMENTS AND SWI C1E6 AT LEAST 0' ABOVE 11E FLOOR LEvE- IIEEMEIEGILIELSQ9EIBQL, THE PRIMARY SPACE CCP0ITKNIIG SYSTEM WITHIN EACH DWELL NG WIT MALL BE PROVIDED WITH AT {FAST OE PR)G/P4H'1ABLE TER106TAT FOR THE REGULATION CF TEMPERATURE WSEC SEC. 4031.1 xl,HIJLAII4 EVERT FAOTOIK BUILT C11'IEY, 'mime L v81T, TYPE D GAS VENT OR TYPE BW aide v8(T SHALL BE PETALLED N ACCORDANCE WITH TIE TERMS OF ITS LISTEN MR a RN*T4LLAT6N NSTRICTlo4e AND APPLICABLE CODE REQ111IIIIMBf7& A TYPE L VE.TIYA 676181 MALL TERMINATE NOT LESS THAN 2 FEET ABOVE THE HICAEST PONT WERE THE 115NT PAS6E6 T4ROEN THE ROCF OF THE BULDPG 4D AT LEAST 2' I1ICa0ER THAN ANY PORTION OF THE BUILDPG WITHIN 10' Cr THE VENT. VENT' ROAM NOIEMIAKE I!r AI! L WERE T4E D444USt DUCT IS CONCEALED WITHIN THE MELONS COtl7RUCTO( T1E E0AVALENT LENGTH OF THE E2GLYI6T DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAN THE LABEL OR TAG SHALL BE LOCATED W1T1N 6 PEET OF THE D0AUST DUCT CONNECTION 2. INSTALLATION! EXHMU6T142 MOIRE THAN 200 CR1 !HALL BE PROVIDED WITH MAKE LP AIR WHERE A CLOSET IS CROONED FOR GE N*TALLATTOI OF A CLOTHES DRYER AN OPENING 14AVN3 AN AREA CP NOT LESS THAN 100 60 NINES FOR MAZE UP AIR SHALL BE PROVIDED N THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED B7 ODER APPR MEMOS. • 100 60 NCH TRANSFER GRILL PER AC C243444 (6144) INTEGRATED 24 HR UI.4c2LE HOUSE VENTILATION SYSTEM SEC. MBD'T .:S A"'=.tiE7 9' '.S- G-C7N STATE IlliD]1G$$BAL LOCAL EXHAUST OR WHOLE-44OI6! MECHANICAL VE IILATICN SYSTEMS AND EQLFTERT SHALL BE DERIG ED N ACCORDANCE WITH TIS SECTION EXHAUST AR PROM BATHROOMS AND TOILET ROOMS SHALL NOT DE RECRCLLATED W11TW A RESIDENCE OR TO ANOTHER WELLING UNIT AND MALL BE DNALOTED DIRECTLY TO 11E OUTDOOR& DOWI*T AR PIKUI BATHROOM AND TOILET ROOMS MALL NOT DIKA1A4'4F INTO AN ATTIC, CRAWL SPACE OR °TER AREAS Cr TEE BUIDIL'a M®013 UNCLE -HOUSE 7ECH4NICCr1L. V84TWATIO4 SYSTEM W40LE-HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE DESIGNED N ACCORDANCE 11614 SECTIONS M15013) 1l. .40Hl M60133. T160131 SYSTEM DPEIM EACH OWELLIPO UNIT OR G1E6TRCOM SHALL BE EQUIPPED WITH A VENTILATION SYSTEM COPLYPG WITH SECTION 111013,4. M60135, M60136 OR MDCU 1. CCMPLIANCE IS 4160 II i r1L4 TO DE DSMON5TI4ITED THROUGH COMPLIANCE WI1H THE INTERNATIONAL MECHANICAL CODE OR AAAAE STANDARD 622. L LOCATION OF CONTROL& CONTCL6 FOR ALL v801LATION 6r8TEMS MALL 6E READILY ACCESSIBLE BY THE OCCUPANT. 2. wTUCTlON. OPERATING N/11NCTIOM FOR WHOLE-HIOJSE vEMILATIO4 SYSTEMS MALL BE TROMPED TO THE OCCUPANT BY GE IMT4LLER OF GE SYSTEM. 3. LOCAL DO4MtlT 67&TE EL LOCAL 1604LI6T SYSTEMS SHALL DE CONTROLLED BY MANUAL MITOSIS DIBMIDMATS, TPflb, OR OIIER APPROVED MANl. 4. CONTINUOUS W40LE•HOI*E VENTILATION SYSTEM& CONTNIOUS W10LE-140l6E N34TILATK34 SYSTEMS SHALL O•ERATE CONTNUOBLY AND LIE MAPPED WIN AN °Veteran CONTROL A f44 O4' SWITCH SHALL BE PERMITTED A6 AN OVERRIDE CO/11110L CONTROLS SHALL BE CAPABLE CP OPERATING TN vIENTILATION 676TEM WITHOUT ENERGIZING OVER 18 Y-CON6MIG APPLIANCES. A CLEARLY VISIBLE LABEL SHALL BE ARCED TO THE CONTROLS THAT IR A06 %MOLE NOSE V@(TLATILN (SEE OPBIAT►G 24611RLCTIO46A' &. NTEMFITTTBNT WCLE4HOU5E VMILATION 6Y5TEM. NTNe1IflENT UNCLE-NOUSn VENN U..411 N 67STB'1S SHALL COMPLY WITI1 THE POLLA1Gr 6U THEY MAUL BE CAPABLE CF OPERATING NTme1TTTEML7 AND CONTTUOU6L7. S2 TREY SHALL 1AVe CONTPC 6 CAPABLE OF OPERATING TEE EX144IST FAN& FORCED -MR SY6TE1 FANS, OR SUPPLY PANS Wf11CUT EERGI NG OVER 11 Y-00*1IP0 APPLIANCES. 53 TIE SYSTEM MALL BE DEEMED 60 THAT R CAN OPERATE AUTOMATICALLY BAWD ON THE TAT! CP CONTROL TRIER PETALLED SA TIE MEMTTTENT ME04.441CAL VENTILATION S7STB1 MALL OPERATE AT LEAST ONE HEIR OJT OP EVERY FOR 6D THE SYSTEM SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL. MCN A& A 24-14C41R CLOCK TRIER. 96 51 AT THE TPE OF RNAL NM•ECTKYN THE AUTOMATIC CONTROL MALL nE SET TO OPERATE THE WHOLE -HOOTS PAN ACCORDING TO THE Ar FDIu F USED TO CALCULATE TIE MOLE -NOISE FAN SIZING. SA A LABEL SHALL BE AFFixED TO THE CONTROL THAT READ6 4H0.E HONE VENTILATION (EEE OPERATPG 1IS1ILCEIOM)..' P46TALLERS SHALL PROVIDE 11E MANLFACTUER8 1N6TALLATIO4 OPERA.T1G NITRIGTIONM, AND A MOLE-14O14E v84T•LAT10N SYSTEM OPERATION DE6CRPTION 1.160133 MECHANICAL VERLLATICN RATE THE WNOL1-HOUSE MECHANICAL VENTILATION SYSTEM SHALL PROVIDE OUTDOOR AIR TO EACH DWELLING WIT 4T A CONTNUOU6 RATE OP NOT LESS THAN THAT DETERRED N AC:COOAMCE WITH TABLE MI60 33(I). E)aaTCN. THE MOLE -HOUSE MECHANICAL v84TTLATION SYSTEM 16 PERMITTED TO OPERATE INTERMITTENTLY WEE T1i SYSTEM HAS CONTROLS THAT ENABLE OPERATION FOR NOT LESS THAN 25 PERCENT OF EACH 4-14OR SEOM9IT 40 TIE NNTLATIO4 RATE PIR3CRBED N TABLE M60133(1) 16 MULTIPLIED DT THE FACTOR DETERI ED N ACCORDANOE WITH TABLE MB013M2A M'E073S WHOLE-HOnE VENTILATION INTEGRATED WI14 A FORCED -AIR SYSTEM TIH6 ELECTION E6T46LI61ES MR41'LI't PIE6CREMTIve REQWREBNTS FOR WNOLE410UlE VENTILATION 6761E16 MIGRATED WITH PORED -AIR 1BRLATION SYSTE"S. A SYSTEM WHICH MEETS ALL TIE IE0LIET'84T6 OF THIS NOTION !HALL Be DEWED TO SATISFY TIE REOUE@ENTb POR A WN0.E-HOUSn V/RILATION 6YRTEM INTEGRATED uH4OLE-I40.ISE 1ONTILATIO4 OMENS !HALL PRR7v1De OUTDOOR AR AT THE RATE CALCULATED NON MOTION M 30133. NTIGRATID FORCED -AR vE NTLATKN 67618 6 WALL DISTRIBUTE OUTDOOR AIR TO EACH NABTABLE !PACE MOM TIE FORCED -AR 6YBTE7 DUCT& MIGRATED PORL7-4R vENT4LAT10N WNW* MAW. NNE 4N OUTDOOR AR INLET DUCT OONECTNG A TBMN4L ELEMENT ON TIE OUTSIDE OP M BUILDING TO TIE RETURN AIR PLE41 OP TEE FORCED -AIR 676111PL AT A PONT WITHIN 4 PT UPSTREIM OF THE AIR HANDLER TIE OUTDOOR AIR INLET DUCT OW ECT10N TO 114E IE1UN AIR RTREAM SHALL 6E LOCATED U•6TREAM CP THE FORCED -AR 6Y61B1 BLOWER AND MALL NOT BE CORRECTED DIRECTLY INTO A REAL! CABINET TO PREVIEW TIERI4L MOCK TO M HEAT D104404E! THE "MUM HALL BE 173IETED WRI4 4 MOTORIZED DAMPER CQ4ECTED TO T1E AUTOMATIC vE NT1LAT10N COAROL. A,& 6PECFED N /SECTION M60132. TIE RECOPIED FLOW RATE WALL BE vERFED BY MELD TWIN WITH A PLOW HOOD OR A FLOW HEREUNTO TO 6TAT10K ALL SUPPLY DUCT& N T! CODITIOED 6PACE MALL DE REGULATED TO A MNMUM OP NA IN.EtS SW4LL BE SOEENED OR OTERRE PROTECTED PROM ENTRY BY LEAVES CR OTHER 11ATERAL OUTDOOR AR E.ETS MALL 6E 1.0041ED ED ABBOT TO TAKE AIR FROM THE FOLLOWED AREA& L CLOSER THAN 1014 PROM 4T4 ,APPLIANCE VENT CUTLET,144-e66 SUCH VENT OUTLET IS 3FT ABOVE THE OUTDOOR NUR INLET. 2. WERE IT GILL PICK UP O618CTIQUDLE ODORS. RtEe oft FLAMMABLE VAPOIM. 3. A H4AZ4 0J8 OR 4M4STAI1Y LOCATION 4. A ROOT OR SPACE HAVING ANY RE-BUNIG APPLIANCES THEREIN 5. CLOSER THAN 10 PT FIAT • A vNIT OPE4N3 Q A R_U13.1G DRAINAGE &YSTE1 WLEES THE VENT OPENING IS AT LEAST 3 FT A60v8 THE AIR &LET. 6. ATTIC, DRAWL SPACES. OR GARAGES. • GEC. M1501 14111101.41 LOCAL E)W41IST FANS EXHAUST FANS PROVIDPG LOCAL EXHAUST !MALL HAVE A MNMU1 RAN RAW RATING NOT LEIS THAN 50 as AT 025 INCHES WATER GAUGE FOR BATHROOMS, L4WDRES OUR 0MLAR 5001e AND 100 at, AT 026 RICHES WATER GAB E FOR KITCHENS. M44FACT IER6' PAN RAW RATINGS SHALL BE DETERMINED AS TER HVI 516 (APRIL 1516) OR A1HCA 210. D4IPT0Nr IL ERE A RANGE HOOD OR DOWN DRAFT EXHAUST FAN IS 1Ui3ED TO SATISFY TFE LOCAL EXHAUST REQ)IREkENTS FOR KR'C11946, BE RANGE HOOD OR DOWN DRAFT D0H41T MALL NOT DE LESS THAN 100 eE• AT OJO NOES WATER GAG! M60142 LOCAL D0AU6T CONTROL! LOCAL !DRAW SYSTEMS SHALL BE CONTROLLED BY MANIAC N OCHE&, OEH4MIDISTAT6, TESTES OR OTER APPROVED MEA74D. LOCAL DREAMT SYSTEM CONTROLS SHALL BE READILY ACCESSIBLE. TABLE MEC133(1) CONTINUOUS WHOLE HOUSE MECHANICAL 4 .1 _ I.4'. - - I=r _ . : 0 . _ I ✓ P .4..•=r - .11= DUELLING WIT FLOOR AREA(SFJ WIDER OF BEDROOMS D-I 2-3 4-6 6-1 >1 AIRFLOW N CR1 4300 30 46 60 15 90 1.501-3400 46 60 18 SD 105 3,001-4300 60 15 80 405 120 4501-6)000 118 90 MD5 U0 135 6000-1300 90 1043 E20 135 130 >1500 105 120 135 60 165 TABLE ME417133(2) INTERMITTENT WHOLE HOUSE MECHANICAL VENTILATION RATE FACTORS F LN-T.ME % IN EACH 4-140UR SEGMENT FACTOR 23% 4 33% 3 60% 2 66% Lb 16% 13 10 TABLE M16014 MPLB'1M REQUIRED LOCAL E)tl4AU8T RATES P011t ONE- AND TWO-FAMILY OUELLIYab AREA TO BE EXHAUSTED TOWN BATHROOMS -TOILET R16 LAtDRY ROOMS INDOOR SWIMMING POOLS 1 SPAS EXHAUST RATES 100 CIS INTERMITTENT OR 25 cll., CONTINUOUS MECHANICAL EX14UUST CAPACITY CF 50 am INTERMITTENT OR 20 Om CONTRA/DUE 205 ENERGY CODE COI PLIANCE AND OPTION! 2015 LBEC: 33 ENERGY CREDITS REQUIRED PER TABLE 4062 ENERGY CREDIT OPTIONS: (La, 3s, 5a, 5c • 33 CREDIT!) 11 - EFFICIENT BUILDING ENVELOPE (03 CREDIT) PRESCRIPTIVE COMPLIANCE IS 1SAEE O4 TABLE R4021) WITH TIE FOL.LOWNG MODIFICATIONS: - VERTICAL FENESTRATION U•026 - FLOOR R-36 - SLAP ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB - BELOW GRADE SLAG R-10 PERIMETER AND UNDER ENTIRE SLAB OR -COMPLIANCE BASED ON SECTION R402),4. REDUCE THE TOTAL UA DT 6%. 34 - HIGH EFFICIENCY 14VAC EQUIPMENT (10 CREDIT) - GAG. PROPANE OR OIL -FIRED FURNACE WITH1 MINIMUM ARE OF 94%, OR - GAS, PROPANE CR OIL -FIRED BOILER WITH MINIMUM ARE OF 91% TO Q1ALFI- TO CLAM 11416 CREDIT, THE BUILDING PERMIT DRAWINGS WALL SPECIFY THE OPTION BEING SELECTED AND SHL4LL SPECIFY THE HEATING EQUIPMENT TrpE AND THE MNFLM EQUIPMENT EFFICIENCY. 54 - EFFICIENT WATER HEATING (08 CEDIT) - ALL. M40YEREAD AND KITCHEN SN( PAUCET5 INSTALLED IN THE 140LL'MP SHALL DE RATED AT L15 GPM OR LESS. - ALL OTHER LAVATORY P4UCET6 emAta. ee RATED AT 10 GPM OR LESS. TO QUALIFY TO CLAM T1416 CREDIT, THE BUILDING PERMIT DRYINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE MUAXIIM PLOW RATES FOR ALL 644OWERHEAD6, KITCHEN 611JK FAUCETS, AND OTHER LAVATORY PAUCETS. 5e - EFFICIENT WATER HEATING (ID CREDITS) UL4TER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING - GA6, PROPANE OR OIL WATER HEATER W TH4 MNP1M BF OP OM OR - SOLAR WATER HEATING SUPPLEMENTING A MINIMUM STANDARD WATER HEATER 60LAR WATER HEATING WILL PROVIDE A RATED MINIMUM SAVINGS OF 66 THERM! OR 2000 kWh BASED CR THE SOLAR RATING AND CERTIPICATICN CORPORATION (MCC) ANNUAL PERFORMANCE CP OYG-300 CERTIFIED SOLAR WATER HEATING SY6TEM6 CR - ELECTRIC HEAT IRIS WATER HEATER WITH MNMU1 EF OF 20 AND MEETING THE STANDARDS CO INSEAMS NORTHERN CLIMATE SPECIFICATIONS FOR HEAT PV1P WATER HEATERS TO Q)ILLFY TO CLAM TI416 CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION DENG SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM EQUIRMENT EFFICIENCY AND. FOR SOLAR WATER HEATING SY6TE16, TE CALCULATION OF THE MINIMUM ENERGY &4VIG&. REVIEI"(,_O NOR COTMF C(1MPLIANCE APPROVED OCT 3' 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA PERMIT CENTER I. Contractor or bulide, must verity .W dimewton• before proceeding nth oon•tructinn 2 TWe plan ti acm`n.0 b 1. nurlebd throughout teeny munlelp•lltle•. The purcluwr must verify compliancy with all local applicable building codes when thi home Is to be constructed 3 Purchaser should bare plans reviewed by • Br- ewed bulkier end struct- ural l•Ag• r for eompW- b 'twine •tt• eon- ditloi.. 4 Thee• plans should not be altered by other than • 4uallned de•tgner. archi- tect or structural engineer Plan Na Data REAR ELEVATION 1/4"= I'_O" 12 BieAtRiNdi bit •E6e6TRATT PIN16H 61DIN6 ROM TRIM MARTINS WITH 6' MIN VERTICAL LES HORIZONTAL WOOD TRIM HORIZ. TRIM AT SHEATHING/WOOD STUDS AIDING PER ELEVATION RASING 2X3 BEVELED TRIM FLASHING ADHERED CULTURED STONE STONE VENEER 12 NTA ,Leuese_J ❑❑ N.TD. -_ _- SABLE END VENTS 5/4146 SAND SD. eV PLAs+IN6 5/428 BARGE Ul/ I (6 . IX3 RACE TRIM GABLE END DECO BRACE COMP ROOF 5/4, 4 G.0 J R BD'S BOARD • EATT WINO 5/4r6 WINDOW , DOOR 4 CORNmt TRIM 6 6' EXP. NORIZ. SONS - CONT. 61R'1El LEFT ELEVATION I/4'■I'-0• COPYRIGHT 2018 Landmark INNIgn Inc. ST ONE VENEER0) 2x6 EXTERIOR WALL 1/16' PLY OR 066 SHEAIHNNG, TYR. AIDS* PER ELEVATION OVER VAPOR DAMIEN, PRE -FINISHED CONTNUOIN BHEETMETAL FLASHING, TYP. CO1P. ROOFING OVER VAPOR BARRIER ATOP 1A6' PLY OR 060 SHEATHING. TYP. TR188 OR RAFTER PER PLAN ROOF TO UUALL PLASHING DETAIL FRAME TO SLOPEFOUNDATION AWM FROM PO)mA MIN.. OF 6' WTN1N N TIe PRIEST 10' 1 N.TS. RIGHT ELEVATION I/4'■ I r-0' IF ADHERED MASONRY VENEER 614A.L COMPLY WITH THE REQUIREMENTS CF SECTION R103.13 AND THE REQUIREMENTS N SECTIONS I2J AND 173 OF TNN 402/ACI 530/ASCE 5. ADHERED MASORY VENEER SHALL BE INSTALLED N ACCORDANCE WITH SECTION R1031J, ARTICLE 33C OF TMS 602/ACI 5301/A6CE 6 OR THE MAMFACTURER'6 INSTRUCTIONS. CLEARANCES - MNIMIM OF 4 1 N.1ES ABOVE THE EARTH, MNIMOI OP 2 INCHES ABOVE PAVED AREAS'. MINFU1 OF y NCH ABOVE EXTERIOR WALKING BURFACE6 THAT ARE SUPPORTED BY THE SAME FOUNDATION THAT BIFPORT6 THE EXTERIOR WALL FLASHING AT POINDATION - A CORROSION -RESISTANT SCREED OR FLASHING OF A MORN 0015-INC44 OR 26-GAGE GALVANIZED OR PLASTIC WITS A MNIM.F1 VERTICAL ATTAC:WENT FLANGE OR )ty INCHES SHALL BE INSTALLED TO EMEND A MINIMUM OF I INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD N ACCORDANCE WITH SECTION R103.4. WATER -RESISTIVE BARRIER - A WATER -RESISTIVE BARRIER SHALL BE INSTALLED A6 REQUIRED BY SECTION R103.2 AND SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R103b3. THE WATER -RESISTIVE BARRIER SHALL LAP OVER THE EXTERIOR OF THE ATTACIFp4T PL.ACIE OF THE SCREE OR FLASHING PROVIDED N ACCORDANCE WITH SECTION R103.02. ROOF DRIP EATS PER SEC. R505.2240 PIR7vIDE DRIP EDGE AT EAVES 4 GABLES W/ A MN 2' OVERLAP DOD 16 TYP PER BIDE IF 617E REQUIRES REVIEWLD FOR CODE COMPLIANCE APPROVED OCT 31 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA PERMIT CENTFa I Contractor or builder wl sadly all dlmaadlaad before prooe.dl0G with oon.tnrctlon 2. Ras plan was d.epMd to b>> mark.tsd throughout TM many municipalities must NT mmpllaad. wltb .11 local aypllcabl bulldm■ cod.. .her. the lwrw is to b conetnret d 3 Purcb.mr ghoul.] hart plane renewed by a he- aved builder and .Iruot- ural tnlmtr for compli- ance to specific .lt. con- .]ltbad 4. Thee plead should not he *hared by alh.r than . qarchi- tect Itstructural enema. Plan No L2D-2781-2L Date: 30'-0' 1W-6' 1i'-P T.-3. I 31 a T �e DO cm- 6/0a4/0 XO . 7i ] O O EGIE86 60 GR'I eIlCllsT wittela \ J•1ASTEI4 SUITE - 1 VAULTED CLb. I V SD. o aI I \ •'X• Y(�er)v `" it IO'-6}• / PAIR 't - -1 I- 2,-31. 6.-8' 3"\ / 1 1..W I . 1A S \ \ sla X + / U 11 1 11 i O _ IN 7♦ � 1 C@J J 6 � 'DLO. __ - 1 _ 6D. Si T - - LN i 4' 8;• v 3.-Ir ; 3'-1 ' SD. D 1-4 .Ae. II 9 EGRESS 3-2/ FX r 1' 6//x446 xOx E-'' 3' 3' 3•e• 34E-0' UPPER FLOOR PLAN I/4".1'-O" MERIOR 6TAIRl✓AY6 SHALL EE PROVIDED aMT 4 4N ARTPICAL LIGHT SOURCE TO ILLUMINATE TIE LAIV000 AND TRIAD& STAIRWAY I.LUINATTCN1 NULL RECEIVE FltlIAR1' POSER FROM TNI11 EILDI S URN& THE LIGHT 6OlRa SHALL MI CAPABLE ' ILLU'RIATNG T11EAD6 AND LANCI G6 TO LEVEL6 NOT LE66 THAN I FOOT-CANDLE MEASURED AT Ili CENTER CP READ6 AND LANDI & NEE SHALL BE A WALL MATCH AT EACH FLOOR LEVEL TO CONROL Ti LIGHT 60UC! WHERE THE 6TAI RWIY HAS 68S OR MORE PUSSES. icempam. A MATCH 10 NOT !SQUIRED WERE REMOTE. CENTRAL OR AUTOMATIC CONTROL CT LIGHTING 6 PR NDED. i • EXTERIOR 6TARRWAY6 SHALL BE PRDIMDW WTW AN ARTFICIA. LIGHT SOURCE LOCATED AT THE TOP LANDING O TIE 30-0. 14'-6• B -6' / / T.-3. T'-3. / T-6k / e • • GOVDtCD aC.Rmt� ta. w DINc+ i. i 10/041/1 WAD eh fG U 1- p E M i9CL2i J/~ yl °�a Q 'J• VT06 ILISI r 4 \/ + 4 11' METAL FIREPLACE INSTALL PER FFI2 SPECS. PROVIDE 6' SO_ N. OUTSIDE AIR 6. 6 \ 2tiE 4 S-F LJa-'ilIIL yn �k � r�� W Y l��777 Iy' MIN. 80LD CORE UIOOD*TEEL DOOR F- OR 1 E _ ti.ytla. mR,L ® WALL MOUNTED RNNN • $ �-" Ny RUCS/MAT. GAS NOT - - WATER 8Y8TQ1 (EYE 'r ... FACTOR•Ca6) * WINDER 6T -a i (.A___ USE I/2' GLLe ON ALL WARM AND PRIOTECT/ PER R302.1 " - vl BTRIICTRAL WALLS. (U LAYER 5/8' TYPE •X' ON CEILIYA. IURAP ALL EXPOSED P0678 6.-6' AND BEAMS N La' GAL * N40 D INGSI�i6 IN GARAGE ill DUCTS THROLEN CLG CR WALL lai10N TO HOUSE, MN, 26 GAGE STEEL S. CUL --Aa-N4 66 -T. kb II x WV ON. DOOR I6•-3' RO. 4 O 0 01 w BLUE 16 AUG TRACER AARTV11 p�tN- PRIG PPE LPC 604.E • 00 [R1 / 1 COPYRIGHT SONS DliailHesign� 24iNmF1e Px N. ! pp ALL RIaMMLandmark T 6 -6' WHY /2.-0. a..0./ 3.-6. 4'-0' W-IOLE 1a0UEE VENTILATION. IREGRATED, INTEGRATED WITH FURNACE SEE 61EET N-2 POR IRECLIRB'ENT6. REFER TO SHEET8 N-2 TABLE 0133(1) 4 160133(2) FOR PAL SIZING AND RW TIMER RJNACE TO HAVE A DUCT FOR OUTSIDE AIR MOTOR2ID DA'FEIR WITH TIER AL'D CONTROL* APE TO T'-0• MAIN FLOOR PLAN 1/4".1'-0" LOWER FLOOR: 01 S. FT. MAIN FLOOR: S4F 50. FT. UPPER FLOOR: 1031 50. FT. TOTAL: 21E31 50. FT. GARAGE: 312 S. FT. PORCH (FRONT): 32 50. FT. PORCH (REAR): c'13 50. FT. r e LADING AT 'DST' DOOR NOT TO BE LOVER THAN ID NC4l6 PR011 TOP OP T1. 40LD. (R3R3J) REVIEV. J i-OR CODE COMPLIANCE APPROVED OCT 3: 2018 City of Tukwila BUILDING DIVISION GENERAL NOTES: L ALL WORK TO BE IN CONFORMANCE WITH 205 IRO 2. VENT ALL 13)(14AU6T FANS, DRYER VENTS AND RANGED TO OUTRIDE&. 3. VENT WATER HEATER PTEe&JIBE RELIEF VALVED TO OUTRIDE 4. PROVIDE FIRE BLOCKING AT ALL PLU-EPG AND MECHANICAL PENETRATIONS. 6. ALL BHOLLER IiJALL8 TO BE WATERPROOF TO MNRIPI 12' ABOVE DRAM. 6. el-OMNI-5AD6 4 KITCHEN FAUCET TO BE LIMITED TO MAXIMUM LT3 GPII. ROW, ALL OTHER LAVATORY PAUCET6 TO 15E LIMITED TO MAXIM31 10 GPM MOU 1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO DE SAFETT GL.A66. & ALL GLAZING WITHIN 24' OF DOOR OR UJITHN 16' OF FLOOR TO BE SAFETY GLA66 3 SMOKE ALARMS - To DE 1N6TALLED PER SEC R3143 N TIE FOLLOWING LOCATIONS: N EACH BLEEPING ROOMS, OUTSIDE EACH SEPARATE 6LEEP24G AREA N THE I'FEDIATE VICINITY OF THE EEDROOM6. CN EACH ADDITIONAL 6TORY OF THE DUELLING, INCLUDING BASEMENT& AND HABITABLE ATTICS, AND ALARMS TO BE INSTALLED NOT LE66 THAN 3 FT. HORIZONTALLY FROM A BATH4ROCM THAT CONTAINS A BATHTUB OR &HOLLER ALARMS TO BE NTERCON'ECTED N SUCH A MANNER THAT ACTUATION OF ONE ALAR1 WILL ACTIVATE ALL CF THE ALARMS IN THE IDMDUAL UNIT. :°C .SM1CKE ALARM -CARBON MONOXIDE COMBO. W0. PROVIDE CARBON MONOXIDE ALARMS PER SEC ECa AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED CN EACH FLOOR 4 OUTSIDE OF EACH SLEEIDING AREA IN THE I'FEDIATE VIONITY .4F THE EEDROOMB. PER 201 IRO 4 WA STATE AMENCtENTO SEC R3B. 0. INSULATE ALL WATER PIPES TO MNIM11 R-3 PER LL OEC R40333. D. ALL DUCTS 4 EXHAUST DUCTS IN LNCONDITIONED &PACE$ SHALL BE INSULATED TO A MINI UI OF R-8 PER WSEC R40331 DUCTS WTNN A CCNICRETE SLAB CR IN THE GROMD SHALL. BE NBULATED TO R-10 WITH INSULATION DESIGNED 10 BE USED BELOW GRADE 13. EXFAU6T AIR SHALL NOT EE DIRECTED ONTO UL4LKIIAYB. ALL E)GIAU6T DUCTS SHALL TERMINATE OUTSIDE THE EUILDNG. PER R30332. 14. GAS PIPING 16 TO 16E PROTECTED PER 02413.'L SERE PIPING IS INSTALLED THReste.44 WOLFS OR NOTCHES IN FRAMING N'EMEEIRS AND THE PIPING IS LOCATED LEES THAN I-V2 NCI -ES FRONT THE PRA4MSG MEMBER FACE TO LLHICH UJ4LL, CEILING OR FLOOR MEI'ERRANE6 WILL BE ATTACHED, THE PIPE SHALL BE PRROTECTED BY 644IELD PLATES THAT COVER THE WIDTH CP THE PIPE AND THE FRAMING MEMBER AND TWAT EXTEND NOT LESS THAN 4 NCHEB TO EACH SIDE CP THE PRAMS* t1EFEER WERE THE FRAMING mime THAT THE PIPING PASSES THROUGH 16 A BOTTOM PLATE, BOTTOM TRACK TOP PLATE OR TOP TRACK THE SHIELD PLATER SHALL COVER THE PRAMIG 1 eER AND EXTEND NOT LESS THAN 4 INCHED ABOVE THE BOTTOM FRAMIG MB"EER AND NOT LESS THAN 4 NCHEB BELOW THE TOP FRAMING MET1DER B. ATTIC 4 CRAIIL ACCE88 HATCHER CR DOORS 614ALL BE LLEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SUOROII DIG 6U3RFACE6 A. 1R40LE 14Ouse VENTILATION 24 I)R TIMEIQ READILY A0CE13615LE 4 WITH LABEL AFFIXED TO CONTROL THAT READ6 1.1640LE HOUSE VENTILATION' (SEE OPERATING PIbTR1CTIO18) 41 DRYER DUCT SPECIFIED LENGTH PER Sec t e646.631 THE MAXIMUM LENGTH OP THE E)O4AU6T DUCT WALL Be 38 FET(101•68.1) PROM THE CONNECTION TO THE TRA46ITIC51 DUCT PROM THE DRIER TO THE OUTLET TERMINAL. SERE PITTNG6 ARE USED, THE MAXS'I11 L00T14 CP THE E)044U0T DUCT SHALL BE REDUCED N ACCORDANCE WITH THE TABLE MB02.431 TE MAXIMf1 LENGTH CP THE E)4AU8T DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 1&. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME W4LL6 644ALL BE NSJLATED BY COMPLETELY FILLING, THE CAVITY WITH A MATEPIAL 14A.VNG A THERMAL IRCbISTANCE OP R-3 PER NCH MINIMUM PER 205 LIMO TABLE R402.4J.L UTILITY ROOM NOTES/MAKE LP AIR. PER IRO 02436 L I&$.- THE EXHAl16T DUCT 16 CCHCEALED WRHN THE BUILDING CC546111111CTION AND THE EXH416T DUCT EQUIVALENT LENGTH EXCEEDS 36 PT. IRE EQUIVALENT LENGTH CP THE E)6U4l6T DUCT SHALL BE CENTRED CN A PERMANENT LABEL OR TACa THE LABEL OR TAG 6HALL BE LOCATED WITHIN 6 PT CP TIE D64AU*T DUCT CO66ECTIO4 PER G243313. 2. IN4TALLATION6 IDGA4J6TNG MORE TW4 200 dal SHALL a PROVIDED WITH MANE IP AIR SERE A CLOSET 16 DE8IGED POR TIE 6MTALLATION CP A CLOTHE6 DRYER AN OPENNS HAVING AN AREA OP NOT LE66 THAN I00 SO. NCIE6 POR MAKE UP AIR SHALL EE PROVIDED N THE CLOSET ENCLOSURE, OR MINE UP AIR SHALL BE FRONDED BY OTTER APPR MEANS PER G24333. . 100 60 INIC44 TRANSFER GRILL RECEIVED CITY OF TUKWILA JUN 21 2010 1 Contractor or EUIld.r t nrVl all dimensions must proceeding with CONtluctbn 2 b m.smpip ldlnn `oM Md man municipal urth.pr must pupWnoe with verifyItoe.l •yEie o code* where Ilahwme lsto 4. bon•tructed 1 P rep.pr mould Mn plena p•I.nd by . lie- s Eulld.r end struct- ural engineer for compli- ance to specific eIle eon- 4 TM•m plans should not to altered q *bur than qualified d..ignsr. apEl- Wel or elruetunl engineer Plan Na L2D-2781-2L Date: J J i ♦ ? ifi t1 .11 ttr,REaa cov_Rec °ic Maria! 6GO64 T C1 0 4 f s CAn y PETAL PII EPLACE INSTALL PER FFR !PEGS. PIONDE 6' IC. 6/ OUTRIDE AIR �, e a a a i b UP IC la'y' 6'-6' 7C 9 -4' - b T\® \ mxim-IN sv r1 N. _ ——OO.GIeY'_ In I\ r LOWER FLOOR PLAN I/4"m I'-O" D18-0189 REVIEW iD FOR CODE COMPLIANCE APPROVED OCT 31 2018 City of Tukwlla 13UI DING DIVISION RECEIVED CITY OF TUKWILA 1 Contractor or builder moat verify all dimensions before proceeding with construction 2 This Alen designed to be marketed throughout many munlclp.11tb.. The purchaser must twrily co mpliance mth .0 kcal applicable building codes when the home la to be constructed 5 Purchaser should ham pions reviewed by . he- nnaed bulkier end slruct- ura,bengineer for compli- .p.cillo site con- muon 4 Thee plena should net be altered by other then . gwUfkd designer. archi- tect or structural engineer. Plan No: L2D-2781-2L ;UN 'ti12C16 Data (3) 2 (6) 2x OPENING IdFAr)F0C1N14 Anal OFTAII R (TYP. (,F 2) Sly x 135 CONT. DEL. TOP PLATE LSTA30 - HDR 1 BILL TO 3x BLOCK1p . (8/82.0) 0 A nl 4 t L8TA30 - NOR 4 SILL TO 3x BLOCKS*. (6162D) 0 24' CANTILEVER ■ . ■ SECOND FLOOR FRAMING R-I0 RIGID INSULATION • EXTERIOR BIDE CF WALL (844ADED AREA) 4X HEADER KING STUD EXTERIOR PLYWOOD 1 raf-rrtR 1 /4"=1'-0" FRAMING NOTES: L ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/6d NAILS • 24' 0C. NAILED TOP 1 BOTTOM STAGGERED EACH VIDE. 2. ALL HEADERS TO DE 446 OF 02. WLE88 NOTED OTHERWISE HEADERS AT EXTERIOR WALLS 4 WART WALLS TO DE INSULATED W(R-10 RRSGID INSULATION. 3. SOLD BLOCK 6ENEATH ALL PONT LOADS FROM ABOVE 4. FLOOR JOUSTS SHOLLD OE eUPPORTED LATERALLY AT EACH AND AT EACH SUPPORT 6T SOLID DLOOCNG OR BY ANOriER APPROVED METIOD. S. • METC 40 STRAPS PER STRUCTURAL, L8TA36 - HDR 1 SILL TO 3x BLOCKING. (8/820) ROOF FRAMING NOTES: L ALL HEADERS TO DE 445 DF 02, UNLESS NOTED OTI ER 18E HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED 1114R-10 RIGID NSILATICl1 2. ALL 074ER TRUSSES* • SHALL CARRY MAN -FACTURE,* STAMP. • WALL. NAVE DESIGN DETAILS AND SPECIRCATIONS ON SITE FOR FRAME INSPECTION. • SHALL SE INSTALLED AND BRACED PER MANIFAGTURERS SPECFICATICNIS 3. NO TRUSS SHALL BE FIELD -HOOFED WITHOUT PRIOR CONSENT OF THE TRUES ENGINEER AND THE BUILD•Ys DEPARTMENT. 4. PROVIDE ATrlc ACCESS AT A MINI-RM OF 22 x30' PER ITC SEC. R8011. •ACCEe8 HATCHES OR DOORS SHALL BE REAT4ERDIRIPPED AMC INSULATED TO A LEVEL EQUIVALENT TO THE NBLLATIGN ON TIE GURROIJCING SURFACES. S. PROVIDE ATTIC VENTILATION PER IRC 800. 44506. ALL FRAMING TO COMPLY U$TN RC SEC R802. 6. �q REFER TO 6-EAR WALL eoEDLLE. ROOF OVERFRAME NOTES: ITC 8EC R5023 L RAFTERS SHALL SE FRAMED TO 2x RIDGE BOARD PER PLAN. RIDGE BOARD SHALL NOT BE LESS IN DEPTH THAN T4E OJT EC OF THE RAFTER AT ALL VALLEYS AND NIPS'MERE SHALL BE A 2x VALLEY OR NIP RAFTER NC NOT LESS N DEPTH T14614 TE CUT END OF THE RAFTER (RILL COVERAGE AT RIDGE 611P8 AND VALLEYS). 1RUSSEB OD /A1, 6 6 MAIN. ■ Q • • 24 ROOF FRAMING PLAN 1/4t • I'-0" ROOF VENTILATION CALCULATIONS 4 REQUIREMENTS AT LEAST 40%4 NOT MORE THAN 60% OF RECLINED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW 714E RIDGE OR HIGHEST PORK) WITH THE BALANCE OF RECURRED VENTILATION PROVIDED DY !AYE VENTING. yETRILATION REQUIRED PER 8EC R5061 - ENCLOSED ATTICS ANC ENCLOSED RAFTER SPACES FORMED I4ERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SNALL NAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR NOW. VENTILATION OPENINGS SHALL WAVE A LEAST DIMENSIONS OF I/6' INCH MINIM1t1 4!C 1.14' NOW MAXMPL VENTILATION CPENNGS HAVING A LEAST DIPtTNMON LAInGER THAN V4. 861.4LL ea PROVIDED 11.1114 CORROSION -RESISTANT WIRE CLOTH SCREENING. HARDWARE CLOTH OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/I6' M544'IU1 AND 1/4' MAXR'Rtl OPENINGS IN ROOF F RAMNG MEMBERS SHALL *WOW 1 TO THE REQUIRO-ENT!! OF SECTION Re02.1. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR IMIINIM11 VENT AREA PER SEC. Re062 - THE MINIMM NET FREE VE 1LATICN AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE - ANT A4O INeLLATICN CLEARANCE PER SEC R5063 - 1.1.4ERE EAVE OR CORNICE VENTS ARE METALLED. INSULATION SHALLRW NOT CLOCK TI-E TEE FLOCF AIR NOT LESS THAN A I -NCH D18-0189 NOTE- CAArMW r C roan -run 4x4 P.T. POST W EPC CAP 4 PD BASE (2 PLACES) REVUE. ; .D rOR CODE COIN 'LIANCE APPROVED CT 2018 City of Tukwila BUILDING DIVISION 1 STD NOTCHING - BEARING OR EXTERIOR DULL unti-u Maa onew- ••••. RECEIVED CITY OF TUKWILA JUN 21 2018 Genur r me-ea-rm., •• z Q erg .a. • 1 Contractor or builder mutt verify all dimeuleus hafcra proceeding with conetruollon 2 This plan was designed to he rusrbted throughout manyunklpWThe e purchaser must redly compliance .Nth .ppbc.bl. bulldtn4 cod.. .Urn la am. r toa conatructed. 1 Purchaser should are plans reviewed by . 11.- en..d builder and struct- ural engineer for ammon- ium* to •p.cllle site con- ditions e. These plans should not he 11er* by other 11en qualdied designer. .r.hl trot or structural en4m..r Plan No: L2D-2781-2L Date: (a) 2x6 OTT. CP2) L8TAS6 - IVDR • SILL TO 3x BLOCKING. 1fl(4fl. 2 PLACES) m DEARING WALL 4x6 P.T. POST Weroc,z CAP 4 PD BASE GUS MAIN FLOOR FRAMING I/4' ■ I'-O' r cr ■ LSTA30 - R31 JOIST TO RIM JOIST (3)241. IDENTIFY LOT LINES Lot lines shall be established on srte and made visible to vainly distance of budding setbacks the from lot lines. at time of foot ng)foundat.on Inspectionpnor to pounng concrete A survey may be required to verify 101 lines PLEASE NOTE Setback(s) shall be calculated and measured from the buildings finish face or comer of the building nearest the property line and not necessany measured from the extenor foundation CONT. DBL.. TOP PLATE EXTERIOR SIDE R-IO TUMID INfiLLAT10N (SNA0e0 AREA) OP WN1 4X NEADEII KING STUD EXTERIOR PLYWOOD TRIMIMER HEADER/INSULATION DETAIL FOUNDATION NOTES: l 4LL FOOTRY.8 TO BEAR QN FIRMA INDISTURDED SOIL 2. ALL "GOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL DEAF* TO DE 440 OR. 4 ON 4x4 POSTS f4x6 AT SPLICES) ON 24' DIA. x e' CONC. PADS Ih&E8E NOTED OTNENUBE 4. ALL POETS TO BE ANCNOIED AGAINST LATERAL MOVEMENT. 6. SOLID BLOC Al ALL PORT LOADS PROM ABOVE. 6. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKMG OR BY ANOTHER APPROVED METHOD. T. PROVDE MN1`t!1 W-24' CELL. ACCESS 'CRAWL ACCESS HATCHES OR DOORS SHALL BE ILEATIERSTRIPPED AND INSULATED TO A LEVEL !COVALENT TO THE INSULATION ON THE SU TRIO DING SURFACES. O. PROVIDE MALL SPACE v041L4110 4 PER IRO SECTION R406. 44C3DATION VENTS SHALL DE PLACED 80 MAT THE TOP CV TIE VENT 18 BELOW THE LORE* SURFACE OF THE FLOOR N6{LATIQI . INTERIOR GRADE OF CRAWL SPACE SHALL DE SLOPED TO DRAIN AND INSURE TA REMOVAL OP WATER PREVENT WOOD TO CCNC. CONTACT IWCONT. FLASHING OR APPROvE MEMBRANE. II. 4 INpICATE6 '8lT EON• woLDDOgN. 0. / SEE 64EARW ALL SCHEDULE FOR �C ANCHOR BOLT SIZE 4 SPACING 0614T elm). FRAMING NOTES: L ALL MLTPLE JOISTS OR BEAMS MAT DE BOTH GLUED AND NAILED 81/6d NAILS • 24' OD. NAILED TOP 4 BOTTOM STAGGERED EACH SIDE. 2. ALL LEADERS TO BE 4x6 OF 4, WLE88 NOTED OTHER/ME. HEADERS AT EXTERIOR WALLS 4 WARM {WALLS TO BE INSULATED WAR-10 RIGID INSULATION 3. SOLID BLOCK BENEATH ALL PONT LOADS FROM ABOVE. 6. 6. NOTE - STEP FDN AS REQUIRED PER 617E CONDITIONS VERIFY TW 4 TOP OF FTG ELEVATIONS. FOOTPY6 TO BEAR CN FIRM UND18TURDED 6OL FLOOR JOISTS 6140L1, DE SUPPORTED TERALLY AT EACH AND AT EACH SUPPORT -Y SOLID OLOCKR* OR DT ANOTHER METHOD. MSTC 40 STRAPS PER STRUCTURAL. UNLESS NOTED OTHERWISE REFER TO BEAR WALL SCHEDULE. SCHED. 40 STL. DOLLAR D 4-3/67(3' ANCHOR DOLTS (SPIP'8G N TITAN HD OR EQ.) 4' CONCRETE SLAB 9461TITAN HD OR Ev =LAM e' (,' 3/16V µ._6' D._6' 4 Oh ,447 • 4 BARS IS' 0.C. I. .1 P.T. 4X4 POET L W/ PO BASE ON 249Q4kQ' coic TE FTG. 4 R-10 RIDGD R#tlUI.ATION 24' • PERIMETER TER 4' CONC. SLAB tW 6 MIL VAPOR BARRIER OAK 4' COMPACT SAND AND GRAVEL FOR! 8/0 D 0R 3.1 a w b ibase7 BLOCK FOR 3/0 00R \ �4 r47 4' CONC. SLAB W/ 6 MIL VAPOR BARRIER OVER 4' CO0PACT SAID AND GRAVEL BASE SLOPE 3' TO DOORS SEE t2r820 FOR TOP OF CONCRETE 16/0 x e/0 OH. DOOR W-3' R.U. 00 4 -10 AI 4 10' a AND' CONT.) rs/ 2)•4 DARS COT • 4 BARS IS' OD. ■ ♦ feet) 4' CONO. SLAB UJJ 6 MIL. VAP DARTER OVER 4' COMPACT SAND AI'O GRAVEL / OUNDATI0 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 'A' 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 8 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.) FOOTING INSPECTION (RE: Geotech report prepared for this site.) Over excavation requiring structural (engineered) fill shall comply with recommendations as outlined in the geolechnlcal 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 speofications as outlined for footing/foundation construction. Geotech engineers report shall be presented to the building inspector at time of footing irscectlon. ♦ ♦ Fi 4x4 P.T. POST UV PO DAeE ON 24's24'x0' CONCRETE FTC. (2 PLACES) TILATION REVIE4'.,iD FOR CODE COMPLIANCE APPROVED OCT 31 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 21 2018 PERMIT CENTER 1. Conlnctor must nosily • Wore procsr construction 2 TVs pion to be markets many muofell punNwr ma "Men bw obnUbe bu constructed. 1 Pureh4..r plans reviews eed builder el enrm epM to speck males. 4 Mete plan De Alered t.y Qunldied devil WO. or .lr-a1 Plan L2D-2' Dal 0 1 1 1 I I I 1 I / r / / 1 _ _ �\ \ \ �\ \\4- LOWER FLOOR ELECTRICAL I/4.8I'-0' • / co rs •1 6D. / / 1 UPPER FLOOR ELECTRICAL I/4.0I'-0w 0 0 O \�J / Imo•/ • 4D L 4b l 1 0 / / / / / / / MAIN FLOOR ELECTRICAL I/4e=I'—O^ NTWOR 6TAIPIMT6 MOLL GE PROooED cum AN ARTPICIAL LISMT SOME TO LLAEf4ATE THE LAMM. AN> TIEAD6. 6TAlglYT ILLIMNATION !MALL RECEIVE PRf1ARr POIIER ISSO1 NE DULLDN4 a1RNG. TIE LOUT SOURCE SMALL DE CAPADLE CP ILUIMNATN6 TREADS AND L41,1406 TO LEVEL! NOT LEER THAN I POOT-CANDLE MEASURED AT TIE CENTER Q TREADS AND LANDINGS. TRW SMALL DE A WALL StUtTO4 AT EACH MOOR LEVEL TO CONTROL TIE L IGMT SOURCE n$ERE TIE STAMM' MAS Sot OR MORE RISERS. paCEPTIOK A SWTCN IS NOT REQUIRED IINERE REHOTE. MORAL OR AUTQLLTIC CONTROL OP LICs1RING IS PR OvIDED. W(TERIOR STAIRWAY ILLIMNATICS/ PER SEC R303D IRC EXTERIOR STAIRWAYS EMAIL DE FRONDED turNi AN ARTIFC!AL LIO/1T MINCE LOCATED AT TIE TOP LANDING Q RE REVIEI'r :D rOR CODE COMPLIANCE APPROVED OCT 312018 OW of Tukwila BUILDING DIVISION ni o nl on RECEIVED CITY OF TUKWILA PERMIT CENTER ELECTRICAL KEY OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET COrMO. EXT. PAN (VT06) a LI614T COMBO alICKE ALAQ1- DET. 110 CAJOLE T.V. JACK PHONE LPOER COUNTER L ICs111 L L•I T 1 Contractor or builder mutt wanly all dlmen•lo« boron proceeding with construction 2. Mu plan was designed to Do marketed thnuaLout many munlolp.11ll« 1M purchaser must verify plane with all local yplaabla building codes worn lh. home Is to be constructed 1 Punbo..r should Ian plans reviewed bT a lic- ensed builder end •truct- ur.l engineer for oomph- nmc. to specific site con- ditions a Then plan should not be altered by other than • qualified d«lgn.r..rohl- WM. or structural engineer Plan No: L2D-2781-2L Date: 2x6 n DP STUDS • 16' OC. ATTACH STUDS TO TOP 4 BOTTOM PLATE WITH (3) 1641 FRAMING NAILS. CONSTRUCT TOP PLATE OF (2) STUDS INSTALLED NORJZ AT TFE TOP OF THE GYPSUM WALL ASSEMBLY AND THE BOTTOM PLATE OF A SINGLE /MID. INSTALL 2,44. WOOD STUDS 1401tlZ A6 CROSS -BRACING POSITIONED AT MID -MIGHT OF THE WALL. 1►. TYP! 'X' MO APPLIED VERTICALLY W/ HORIZONTAL JOINTS BLOCKED AND FASTENED (V6d CEMENT COATED M' CUP -HEAD DRYWALL NAILS 1Wm'JA' 444IN4K DIA 4 14' HEAD DIA .PACED S' Or, ALONG STUDS 4 PLATES. EXPOSED FASTENER HEADS AND WALLBOARD JOINTS MUST BE TREATED WM2) COATS OF GYPSUM COIPOND. A MIN 2' PAPER PLASTIC OR FIBERGLA66 TAPE MIST BE EMBEDDED IN FIRST LAYER OF CCU1POW OVER WALLBOARD JOINTS. SOLID TIGHT FITtNG TRUSS BLOCKING (SEE DETAIL THIS SHEET FOR EAVE VENTING) 2x8 FASCIA BOARD 7b' LM FLAMEBLOCK• FIRE -RATED LAM SHEATHING P7ROTITE LAMINATE APPLIEDED TO TO ONLY OM FACE OF WOOD PANEL 64EATHNG MUST DE !STALLED VERTICALLY 144410RIZONTAL JOINTS BLOCKED 4 WPYROTITE LAMINATE PACING THE OUTSIDE 4 MUST BE ATTACHED TO THE STUDS U411I' 6d C01910N NAILS SPACED 6' OZ. AROUND PER .1VER 4 12' OG N TICE FIELD. 6L1' THICK NOMINAL 3 PCF DENSITY UFACED MINERAL FIBER BATT INSULATION RtlCTION FIT BETU.EEN TIE WOOD STUDS, 0R066-13IRACNG 4 TOP/BOTTOM PLATES. HEATER BARRIER FASTENED OVER THE SHEATHING USING SUFICIENT FASTENERS TO P'IRVENT AIR POCKETS N TE ILRAP EXTERIOR WALL COVERING, L FIBER CEMENT BOARD 2. TI-11 SIDING 3. WOOD FIBER PANEL 4. CEMENT PLASTER (STUCCO) S. STEEL SIDING DESIGN: (ICC-ES REPORT - ESR-1366) WALL TYPE 4.3.4 - I I. EXTERIOR WALL ASSEMBLY NO OCALA MIN. Fax& PT POST N•' LP* FLAFEBLOCK• FIRE -RATED 060 SHEATH-ING OR II' TYPE 'x' GUM SHEATHING SIDING OR TRIM PER PLAN NO ME6 POST DETAIL POR STRUCTURES LESS THAN 5' FROM PROPERTY LINE W/ M 36' AF50 ROOF VENTS (50 SO. N NET FREE AREA) SOLID TIGHT FITTING ?RUBS BLOCKING 2xe FASCIA BOARD ✓- 1x STUDS PER PLAN SHEATHING _ — ExTER1OR WALL COVERING PER PLAN W ORM TO ER Plf MOO® AT ROM TLIr AND O OITWI ALL WARR MAC O WOW RAID TO DO I IOtR cc»UwICTICK MA1O14 NMI TO le 1-14'. M4MIM RN TO OR P. ~WI IRA° MYR TO OR 6'W ITNTIM WAR 1014 TO OE W. PP MD! COMM 1WO PAL )4' t0 ]4' OP 1AIO IIOMD MO MOT DODO 111100 BOSOM MAD. PROMO AWO PALO AT LMY 40L OPD140m SWAM WAM Mai. RAM. PORttM OR EALCOIWO M▪ K M'luw W CUM IPA= FOR MU MO IMO IWODRIP PO TEN Q MAMMAL OWL OS NOT 11641 44' NCR MOIL 1111N Y OWN 4CLTC444. Oft - -- MAC. Fv1 IC RILUL IP4I4L RAII! PROMO MN 1WWI • A POW C PRUIN Dw TR4D O 414 4401OIT 44C MUM CONT. 14MOUAL I4'-441' ABOVE THUD NOIW / MOOTS PR PC ON PT RODII i P.T. 1)m TREAD* rob EAVES 4 WALL WITHIN 6'-0' OF PROPERTY LINE PER IRO 302 4 TABLE R302.1 EAVES IUTWN 5'-0' CF PROPERTY LIE PER ITC 302 4 TABLE R302.1 P IIMES MULL NOT P.1M 1MeO17N OR MART TO MR416 Pee INC MAU) 1H4OIPA L TO P PIRBISR CM ON AT LIMN GM Nor OP VAR NMO•IIIP POINTS• Q N4/47RAlA NAM OROLLM aeo44 PIRMION Q ' INK •7 NAM WOO& MULL NAM A eft RAMA GP W. ALL RaaReo MUIORALO TO NM M' MN N IOONI. OPD41M I.OR RwINND WAWA ON TO 4OOI CP *TAM TRUD4 MULL NOT RIO A WIPE 4 NOR MOW TO NM TIRgWI Fro RAW M PIA1r i • IMAM UNRRA TO PAIN r.440141.4 OtM1MKS MILOU STAIR !WALL I)' ORS • CAROM 4•10 PALL* (3) 2*U ITRgtlrM PIN ROOOM • MOANN MO II VW OW ALCM 10NW OTI MOIMO F MOA ROM 9N "4"'R.oac ITAIM • IMWOD INTERIOR DICK JO14T• ISR PLAN COL AT NAHUM AT A 4TROIR bin P.T. 4TR40ON EXTERIOR 44. E MOLE %PPO3T I HOUR FIRE -RESISTIVE DETAILS TYPICAL STAIR DETAIL AND NOTES COMPOSITION ROOF W/ 304 NTERUOVEN FELT - ON V2' 24/0 PLYWOOD SHEATHING ALL ROOF PLA0411F44 TO BE MN 26 GA GALv. STEEL. ROOF DRIP EDGES PER SEC. R5052139 PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MN 2' OVERLAP. 9��C4 - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 401L. - 6044 BORING IF DOUBLED 4 LE06 OR EQUAL SUCCESSIVE STUDS. - NON -BEARING MAXIMUM NOTCH 40%, BORING 60R. - HOLES NO CLOSER THAN 6/6 INCH TO FACE OF STUD. MICA. P%W I.J! PIw l y (2A,4 TOP PLATES 2x6 61106 • 16' O.C. 2x6 BOTTOM PLATE V2' SHTG (APA RATED 24/0) AIR BARRIER EXTERIOR SCIG PER ELEV. R-21 INSULATION W/ COAT. VAPOR BARRIER (WARM SIDE) V2' GYP. BD ATTIC SPACE MANF 1141136ES 24'OC. SEE ROOF FRAMING PLAN J R-44 INSULATION 12 (41 11 zGDROOM 4 FLOOR COMTRUCTIOL 3/4' TAG PLYWOOD SUB -MR GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACNG) CLOSET Tr* NT I1161 I (2Rx4 TOP E 2x4 STUD • 16' OZ. 1/2' GILD EA. SIDE 2x4 DOT. E M. BATH SEE FLOOR FRAMING PLAN R-36 HIGH DENSITY --/ INSULATION • FLOOR 6AN.A6C KIT +4 N MOOR CONSTRICTION. 3/4' TAG PLYWOOD SI5-14L.R GLUM 4 NAILED TO /SEE FRAMING PLAN FOR SIZE AND SPACING) DININ6 SEE FLOOR FRAMING PLAN 4' BARS PER STRUCTURAL 2x6 FURRING WALL STUDS • l6' O.C. I' AIR SPACE BITUMINOUS COATING 4' BARS PER STRUCTURAL r RECREATION ROOM 4' CONC. SLAB W/ 6 MIL. VAPOR BARRJER OVER 4' COMPACT SAND AND GRAVEL BASE R-10 RISC IISILATKa4 PI III r5Ik c. rI/9AI 2x SCREENED EAVE VENT BLOCKS UU(4) HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO EH34.JRE 1' MN AIR SPACE. zoo in REVIL D l-OR CODE COMrLIANCE APPROVED CC 3 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA ;UN 212018 PERMIT CENTER 1. Contr.ct.r or builder must verify all dlrnsnetans orlon proceeding with renstruction e Ins plan role &wiggled to be marketed throughout many munlrlp.4Uw The purclW.r must verity coinW4 ce with . local w M. building codes n the home Is to M constructed h autotimer should ham pl.ns reviewed by . lie - .mad builder and .inset - wet engineer for oocp4- &•c. to waffle site con- dlUem 4. Thew plans should not b• altered by other than e qualified designer, 4rgM- tecl or Nructunt engineer Plan Na L2D-2781-2L Data GENERAL STRUCTURAL NOTES ALL CONSTRUCTION SHALL BE N CQfORMANCE WITH THE NTERIJATIONAL BUILDING CODE (IBC), 2015 EDITION, WITH W4SHINGTON STATE AMENDMENTS. PESIGN LOADS: ROOF LIVE LOAD 25 PSF (SNOW) DEAD LOAD 6 P9F 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, K. • 10 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D 5. • L5 - IBC FIGURE 16133(1) Sw•10,1.•10,R.65 C. • 0.64 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTFY THE BUILDING DEPARTMENT FOR NSPECTIO 15 REQUIRED BY LOCAL ORDINANCE ALL PREPARED SOIL BEARING SURFACES SHALL BE NSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT CF RETRACING STEEL FOUNDATIONS: PI 4rP FOOTINGS CN NATIVE OR COMPACTED SOIL WITH 1,500 P9F BEARING CAPACITY (ASSUMED). BOTTOM CF EXTERIOR FOOTR'Kj5 SHALL BE MNI•Il'1 1'-6" BELOW OUTSIDE FINISHED GRADE BACKFILL WALLS WITH A WELL DR4NNG MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. CONCRETE: THE SELECTION OF MATERIALS FOR AND TIE MIXING AND PLACING OF ALL CONCRETE SHALL CONFOIa1 TO THE REQUIREMENTS CF THE INTERNATIONAL BUILDING CODE, 206 EDITION MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX WAVING A MAX81111 SUMP OF 4 NOES INCH CAN BE PLACED WITHOUT °Er• RE(sATION OR EXCESS FREE SURFACE WATER USE MNR'AM Pc • 3)L00 P91 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 ENTRANNG AGENT. THE AMO NT OF ENTRAINED AIR SHALL BE 4lq% tl5% BY VOLUME. MAXIMA SIZE CF AGA REBATE IS IV. ALL CONCRETE SHALL BE POURED MCNIOLITNICALLY BETIIEEN CONSTRUCTION OR EXPANSION JOINTS WILESS SIOUAI OVERUSE CONCRETE PURVEYORS/WIPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR BUILDING NSPECTOR VERFICATIOI REINFORCING STEEL: ALL REIFORCNG STEEL SHALL BE MNPII'I GRADE 60 (Fy • 60000 PSI) DEFORMED BARS N ACCORDANCE WITH ASTM SPECIFICATION A-66. LAP ALL SPLICES 32 BAR DIAMETERS OR 1.-6' MMPIIM UNLESS OTHERWISE SWAM. PROVIDE ELBOW BARS (32 DIA) TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS N FOOTINGS AND WALLS. REFFORCBMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY BU F'PORTED BY APPROVED CHAIRS, SPACERS, OR TIES AC SECURED N PLACE DURING GROUT OR CONCRETE PLACEMENT. MNI'IM CONCRETE COVER FOR REINFORCING STEEL USE PROTECTION SLAB AND WALL BARS: INTERIOR FACES EXPOSED TO WEATHER OR EARTH IVt' 11/2" (5 AND SMALLER) 2' OD Al'D LARGER) FOOTING BARS 3' TIMBER: ALL LIMBER SHALL BE AS FOLLOWS WLESS NOTED OTHERtASE: BEAMS DP31 OR BETTER POSTS DM) OR BETTER 1x FRAMING 14P2 OR BETTER ALL 2x TIMBER SHALL BE KILN DRED. AU. GRADES SHALL CONFORM TO 'WWPA GRADPO RULES FOR WESTERN LUMBER', LATEST EDITION ALL WOO N CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. RE -TREAT ALL CUT ENDS,NOTCHES, AND DRILLED HOLES N ACCORDANCE WITH AUPA M4. MANTAN MINIIIIM 6' CLEAR BETWEEN WOOD AND EXPOSED EARTH(. MANTAN 8' CLEAR BEIUEEN EXPOSED EARTH AND NON -TREATED WOOD AT EXTERIOR FONDATION UULLL5. ALL NAILS 8H4A-L BE GALVANIZED BOX OR COMMON NAILS. FASTENERS N CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED INC-COATED GALVANIZED STEEL OR STAINLESS STEEL N ACCORDANCE WITH SECTION IBC 2304)05. ALL MINIMUM NAILING Ewa BE PER BC TABLE 230419.1 UNO. MAC4NE BOLTS TO BE A-301. BOLT HEADS AND w15 BEARING AGAINST WOOD 8H1ALN. BE FRONDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HLYIGERS TO BE 'SIMPSCN' 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 (GCB) TO BE IN ACCORDANCE 11.1114 ANSI/AITC STANDARD A190J, A'ERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TRIER USE STRESS GRADE COMBINATION 24F-V4 (F13 • 2,400 P81) FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVER AND CONTNUOUS SPANS. STIFLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS UNO. GLUE SHALL BE CASEIN WITH MOLD 114146170R UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLED TO BIDS OF ALL MEMBERS. BOTTOM LAINATION TO BE FREE OF meow KNOTS LARGER THAN t5' DIAMETER AITC STAMP AND CERTFICATION REWIRED. PREFABRICATED JOISTS: JOISTS SHALL BE AS NOTED ON TIE PLANS AND AS MANFACTIRED BY TRUSS JOIST IIEYERIIAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED N ACCORDANCE WITH THE PLANS AND THE MAIFACTIRER'S DRAR'OS AND INSTALLATION INSTRUCTIONS. CONl5TR3JCTICN LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING U:TL ALCATUAV- MATLDI AI LIAO. GCCU 11,I4T Al I OM DD✓Y,Ar. 4N In OI /Y'YW AT P 1kle-L LTOATCT PARALLEL STRAND LUMBER (PSL): PARALLEL STRAW) LUMBER (PSL)10 BE BY TRUSS JOIST ILEYE1 4AEUSER (PARALLAM) CR APPROVED EQIVALENT (Fb • 2,900 PSI, E • 20 x 106 PSI. MATERIAL SHALL BE DESIGNED 4 MANFACTURED TO THE STANDARDS SET FORTH N ESR-1381. BEARING LENGTH SHALL NOT BE LESS THAN P4'. DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR EGNEB2 FEEL CUTS SHALL NOT OVERFL4NG K51DE FACE OF SIFPORTNG MEMBER SEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED CUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 4x8 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENN55 5'-0' OR LESS AND TWO CRIPPLES AND ONE S11D FOR OPBINGS MORE N AN 5'-0' WIDE. ALL COLUMNS NOT CALLED OUT 04 THE PLANTS SHALL BE TWO (2) STUDS. SPICE LAMINATED GOWNS TOGETHER WITH 16d • IN 0.C. STAGGERED. STAGGER SPLICES AT TOP PLATES Mir 48' AND NAIL WITH16d•8'0L. SHEAR WALLS: ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL Be AS DETAILED ON 115 DRAWINGS AND NOTED N THE SHEAR WALL SCHEDULE USE APA RATED SHEATHING (24/16) WITH A MNMM PANEL EDGE HALM CF 8d • 6' OL UNLESS NOTED OTHERU5E ALL SHEAR WALL RATING SHALL BE CCI'71ON WIRE OR GALVANIZED BOX NAILS. FASTENERS N PRESERVATIVE -TREATED WOOD SHALL BE OF 140T-DIPPED ZINC -COATED GALVANIZED STEEL OR STARLESS STEEL BLOCK ALL U4SUFPORTED PANEL EDGES. DESIGNATED 3x FRAMING MAY BE (2) 2x MEMBERS FACE -NAILED WITH I&d • 12' OC. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONECTORS TO THE TOP PLATE AT EACH END WEN TIE HEADER INTERRUPTS THE TOP PLATE USE 'SMG80N' LSTA24 COMECTOR DLO. FLOOR AND ROOF FRAMING: DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SHAKES. PROVIDE DOUBLE JOISTS WIDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH ATD ALL AROUND ALL OPBINGS N FLOORS AND ROOFS MO. PROVIDE SOLD BLOCKING AT RM JOISTS BELOW CONCENTRATED LOADS FROM ABOVE. APPLY 34' RATED SHEATHING (40/10) GLLED AND NAILED TO FLOOR FRAMING MBIBERS WITH 8d CO" ('ION OR GAAN, GALVANIZED BOX NAILS AT 6' OZ. AT ALL SUPPORTED EDGES A8d COMMON OR GALVANIZED Ir� BOX NAILS AT 12' OL. AT INTERIOR SUPPORTS. APPLY IS' RATED SHEATHING (24/16) CN ROOF NAILED TO STFFBERS OR RAFTERS WITH 5d COITION OR GALVANIZED BOX NAILS AT 6. OD. AT SUPPORTED EDGES AND ed COMMON 0R GALVANIZED BOX NAILS AT Q' OL. AT NIBRIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PATEL EDC $. FLOOR AND ROOF TRUSSES: TRUSSES TO BE DESIGNED AND SUPPLED N ACCORDANCE UN AN9IRPI 1-2014. THE TRUSS CALCULATION PACCAGE SHALL BE PREPARED UNDER TIE DIRECT SUPERVISION OF A PROFE581O4AL ENGTEER LICENSED N THE STATE OF W454NG10N. TIE TRIES ENGPEER SHALL ASSWE ALL RESPONSIBILITY FOR THE WOFd( OF ALL SUBORDINATES INVOLVED N THE PREPARATION CF TIE TRL88 PLACEENT PLAN AND TRUSS DESIGN DRAWINGS. EACH TRUSS SHALL BE PLAIT FABRICATED AND SHALL BEAR BE QUALITY CONTROL STAMP, MMIFACIUSER5 NAB, DESIGN LOAD, AD MAXTATI SPACING. ALL PEGIANICAL CONNECTORS SHALL BE MCC APPROVED. LOADS SHALL BEN ACCORDANCE WITH THE RECOM'E1DED DESIGN LOADS AID BC CHAPTER 16. MAIIFACIURER SHALL FRONDE ALL 114156-T0-TRUS6 CROECTION DETAILS AND REQJIRED COMECTIGN MATERIALS. FABRICATOR SHALL Nero. SHOP DRAWINGS TO TIE BUILDING DEPARTPWT FOR APPROVAL PRIOR TO INSTALLATION AND VERFY ALL TRUSS LMO1H15 PRIOR TO FABRICATION TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY N ACCORDANCE WITH THE CONSTRICTION DF.AINCGS AND INDIVIDUAL TRUSS DRNUNGS. NO TRUSS SHALL BE ALTERED WITHOUT PRIOR WRITTEN CONSENT OF THE TRUSS DESIGNER AND ENGINEER OF RECORD. GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION SHALL C0FOR'I TO HIE NT ERNWTI0 UAL BUILDING CODE (BC),106 EDITWCIN THE CONTRACTOR SHALL ISE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AD METHODS, TECNIQES, AD SEQUENCES OR PROCEDURES REQUIRED TO PERFORM TIE SPECFIED WORK TIE CONTRACTOR SHALL VERFY ALL DTIENSICN8 AND ALL CONDITIONS AT THE JOB SITE NC.IDITG BUILDIG AND SITE CODRION5 BEFORE C tIENGNG LOW AD BE RiE8PO4SIBL.E FOR BAR. TIE CONTRACTOR SHALL PROVIDE IB'PORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONECTIONB AND STIFFENERS NAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH 11E BUILDING DEPARTMENT FOR ALL BUILDNG DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAMA USE ONLY WITMENI DIMENSIONS. THE DETAILS SH1OW1 ARE TYPICAL AND SHALL BE USED FOR LICE OR SMILAR COMMONS NOT SHOURN VARIATIONS AND MODFICATIONS TO WORK SHOW ON TIE DRAWRN.S SHALL NOT BE CARRIED OUT WITHOUT TIE WRITTEN PERN1L561ON FROM 1.8 ARCHITECT OR MOWER SHEAR WALL SCHEDULE MARK MINIMUM SWATHING (1) SHEATHING NAILING (I) ANCHOR BOLTS (3) REMARKS (4, 5) A 4' CDX OR OSB ed • b' DC.�' • 60' OC. CUD • 230 PLF B Vt' CDX OR OSB 8d • 4' OC. b ' • 32. 0.C. Dell • 350 MY G R Y. CDX OR OSB SEE DETAIL 8d • 1' OC. Q / 620 FOR CONSTRUCTION S`• • 16' 0.C. Dell • 600 PLF USE 3x STUDS AT ALL PANEL EDGES 4 STAGGER NAILS NO U ALL WALLS DESIGNATED' X • ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH RATED SHEATHING (24/0) AND NAILED AT ALL PANEL. EDGES (BLOCKED) PER SCIEDILE NAILING AT 11-11 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL NAILING AT NTER'EDIATE FRAMIN4 TO BE AT Q' O.C. NAILN3 NOT CALLED OUT SHALL BE PER IBC TABLE 2304.101 HAILING N PRESERVATIVE TREATED LUMBER SHALL BE STAINLESS STEEL OR OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL PER AVM A153. 2) 110LDOIWB ANC OVER FRAMING HARDWARE BY SI'IPSCN STRONG TIE OR MCC APPROVED EQUAL TO BE USED PER PLAN ENDS OF SHEAR WALLS SHALL USE DOBLE STUDS MINIMUM. 3) USE MNMUM OF TWO (2) BOLTS PER SILL PECE WITH ONE BOLT LOCATED NOT MORE THAN 12' NOR LES81I1AN 5• FROM EACH END OF EACH PIECE E't9ED BOLTS MINIMUM OF 1' INTO CONCRETE WASHERS TO BE 3' x 3' x V•' PER IBC SECTION 2301332 AND OF HOT -DIPPED ZINC -COATED GALVA 1 D STEEL IN ACCORDANCE 44114 A51M A63. 4) ALLOWIBLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIC DESIGN N 2' e• TEM.W.L —/ FT REINCRCETSM HR141j. ON•STEPPED FOOTING DETAIL .rILL r•.?-. SEE Alit FOR NIILATI 4 AND 13E0IAL BREAK NIITCAO NOLDOOL ALIGN v BeEDDED 5143 TYPE 1431.DOY4 EELOiI bEATIG I NALIG FE R PLAN SPLICE TO CCOR O4 CO tt' 1 MEMBER OR IYOOCIY• SNEATI•G t NAUG PER PLAN We lid ••' Or, EDGE NALNG UNO. 1111 02 CRIPPLE WALL WITIH BACKFILL FOUNDATION eIe IC ALL ♦' •tI lid • K' OC SOLE PLATE NALI • e TLCO R (3) Id JOIST-TO•TOP PLATE UNO. ItANTAIN M• END DISTANCE h STD PER PLAN USE DEL STD • Bee OF SMEAR VALLS t ROLDONL e'-•' ACAOR E2L7 ./ 3' x 3' xIA' MAX SHta/E! ME SCHEME FOR WE AND WADING. USEy. AT 4d OC. UNQ 6130 NOLD004 PER PLAN M EAR • 3' OC. - VERT. V EAR • 10. OC. - HOPoL MAX. SLAB O4 GRADE PER PLAN FN9N GRADE V et CO4TIW. IT P.OF 7J • D18-0189 REVIEVFA FOR CODE COMPLIANCE ,_ APPROVED ;'CT :1 11 2018 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 21 2018 PERMIT CENTER 0 9L A G 0 8 i y O • to crt F. a N 11 a N N w H 0 z U lL 1- �7 L11 Vi' RATED SHEAINNG NI FRAMNG ANCHOR 1RU5S.115E HIOA-2 • 6' OC. #`AT DBL TiaUSS. RATED SHEATHING PER PLAN 8d • 6' OC. (4. OC. • SFU �' EXTERIOR SHEATHNG PER PLAN OR SCHEDULE 8d • 4. OC.TRU56 1xBLOCKINGW 16d• 8' OC. ly RATED SEEATHIYs , 4; , r 2x BLOCICNG W (2)8dDBL TO STUD EACH END 1.- 9 µ1 00.EACH W Vi' RATED .SFRAMING 8d • 4' OC. TO FRAMNG NOTE: CAPACITY CONNECTOR GABLE END TRUSS. DEL 1x TOP PLATE LAP SPLICE 4'-0' MN t NAIL W • b' OC STAGGERED. SHIEATHWCs t NALNG PER PLAN OR SCHEDULE. SPLICE ;►_:_a " 1 eiTi I I A35 1 • ' 0.. # 1x BRACE I_I -am' EACH EA • 4N . ,�_:. EACH END. UFIEN LENGTH 5FU PER TRUSS SUPPLER c. SECURE F A34 ADD 2x STFFF)ER EXCEEDS /I'. FER PLAN TOP PLATEui8d (� yq AT SIMJ �'/ Ir �,, RAFTER OR TRUSS 2xx BLOCKING / / /' 14/ 8d TO NOTE:NOTE: SEE ARCH FOR R ASFNN's REQUIREME TS. ®LOWER ROOF FRAMING a SHEAR 1x STUD PER PLAN WALL CONECTOR STRAP PER FLAN. SEGA Engineers / Structural & Civil Consulting Engineers 22939 SW 292nd Place • Mack Diamond. Washington 98010 060) 886-1019 2x VENTED BLOCKNG END NAIL TO TRUSS • EACH END W (2) 8d16d SHEATHING AND NAILNG PER PLAN OR SCHEDULE SPLICE TO OCCUR ON COM90N MEMBER OR BLOCKPIG TYPICAL ROOF - FRAMING TRUSS FER PLAN DEL 1x TOP PLATE. LAP SPLICE 4'-0' MIN. 4 NAIL W 16d • b' OC. STAGGERED 1x FRAMING PER PLAN (BEAT? AT SUM) CONNECTION STU 2x D (NOT • SI I) MULL CONNECTOR PRIOR TO PLACNG COM°ION TRUSSES TO OCCUR GN GCM7011 1p MEMBER OR Bi OCKINYi i 1 ® ROOF FRAMING 2x FRAMNG PER PLAN (NEARER • UV e GABLE END DRAG STRUT CONNECTION ® WALE r • r-o• WALE r • r-tr WALE r • r-0• WALE I• • r-0• MC HOLDOUN STRAPPER PLANRIMJOIST 81EATHNG 4 NAILING PER PLAN SPLICE TO OCCUR CN COMMON MCI BER OR BLOCKING, , � : =� ''N 1 1 SOLE PLATE NAILING SOLID RUSE 164 • 16' O C MIL l3) 8d JOIST -TO -TOP PLATE UND. MANTAN Mk IV:" ETD DISTANCE _ 54' SUBFLOOR MSTG HIOLDdW STRAP PER FLAW I6d • 8' OC SOLE PLATE NALNG. r RUM JOIST W (3) 16d • EACH JOIST 8d • 4. OC. �1' SLEFLOOR 8d • 4' OC. 2x JOUST PER PLAN �,4. SIlBFLOOR 2x BLOCKNS W A35 FRAIiNG ANCHOR AT Ib• OC TO DBL TOP PLATE END -NAIL TO JOIST W (2) I6d EACH END. DEL 2x TOP PLATE / I CR PER PLAN 1 \ 1 . I0'-� 3x BLOCKNG EXTEND �OYS (AMC IP1) SWATHINGPER PLAN�i� ire Al(M(') II TRNIN ER SITS) -\ KNG STUD LSTA STRAP PER FLAN (TYP). 2x SILL PLATE 4' RATED SHEATHING t NAILING PER SCHEDULE. 1x FRAI INCs PER PLAN (BEAU AT WV ®TYPICAL FLOOR >= ' ! ,► FRAMING JOIST PER PLAN 2x DEL TOP PLATE LAP SPLICE 4'-0' MN 4 NAIL W Ibd • 6' 0C. STAGGERED. CONNECTION SHEATHING 4 NAILNG PER PLAN OR SCHEDULE 1x FRAMING PER PLAN FRAMING AT INTERIOR SHEAR WALL JOIST FER PLAN (USE DBL W IN15C210-2 • HIOLDOIN) 2x BLOCKINGW A35 FRAM* ANCHOR TO DBL TOP PLATE END-NAiL TO JOIST WITH (2)16d EACH BD. FLOOR FRAMING a CANT. ' JOIST TOP PLATE 2x FRAMING PER PLAN LANDMARK DESIGN, INC. PLAN NO. L21)-2781 STRUCTURAL DETAILS WALEr.re• WALEr•re• ® WALE r•No' 14' RATED 51 EATNNG t NAILNG PER PLAN. 80L0 RIM JOIST I` i; _� •BOLT 16d • 4. OC. SOLE PLATE NAILNG '�• SUBFLOOR �i't x 5' LAG • 32' OC (NOTE. 8� ADH FOR R.ABHNG t TRESNOLD CONDITION. 5IND WOLDOIN PER FLAN 2x NAILER 4 2x PT SILL W ib't BOLT . Ib' OC A35 FRAMING ANGLE 4' RATED SHEATHNG (40/10) SHEAR WALL FORCE TRANSFER 3x BLOCKINNCe (TYP) DETAILRECEIVED WALE r . r a .ITY OF TUKWILA JUN 111 2018 TIROS FER PLAN ,II _� TYPE JOIST HANGER ,'��1 i'�il�/, II 'i► LSTA24 ��) _ 2* TOP PLATE PER FLAN. WEND PANEL TOO KNG 1 4° ) PERMIT CENTER NAIL SHEATHNG i0 HDR W 8d • 3' OC. EACH WAY. ��II LUS HANGER BY TRUSS SUPPLER MS1C HOLPLAN PER PLAN M l JOIST PER PLAN BEAM PER PLAN JOIST Pi R PLMIANCHIOR GARAGE SLAB ON GRADE. °OVER �I J018T PER PLAN 1x PT LEDGER W (3) ROWS 164 • 8 OC. FRAMING CONNECTION SOLID RM JOISi �� WALL FRAMRNG(FN15H (6E yy AT SRU a DECK E FASTEN TOP PLATE i0 HEADER (2) FLCIll416d AT 3' OC GRADE •SUM) JOIST PER PLAN ORfW �J•� DO NOT BAGWLL ABOVE )i Wt11. HEIGHT UNTIL BAINE ENT SAG. IS N PLACE PLACE Rs1AiDER OF FILL AFTER FLOOR SEAMING AND PONY WALL SHEATHNG ARE NSTALLED PER PLAN •J BAR • 11' OC -VERTICAL s ' C BAR • 1:' 0.C.BREAK (2) BAYS BLOCKNG AT• 16. OC W (8) 5a TO SIJBfLOOR 2) •4 BAR • TOP t4BAR •IVOG - HORIZONTAL 9'(MAX) NOTE: SEE ARCHITECTURAL FOR INSULATION AND THERMAL DETAILS. 4' SLAB ON GRADE • 10 MIL VAPOR i U 1....~ (2) 2x STUDS (TYP.) E ` 4x BLOCKING • MIDDLE f 24' F REQUIRED. i WALL FRAMING AT BEAM eSHEAR WAIT, r • r-tr WALE r • r-tr SHEATHNG 4 HALING PER PLAN OR SCHEDULE 1x PT SILL W ANCFIOR BOLT 4 3' x 3" x 44 WASHER PER �•� OR SC✓•EDIJ<.E.115E 1r•t • 60' OC MN MN - r L 2x STUD PER PLAN USE DBL STUD AT END OF SHEAR UTALLS 4 HISTUD F NS. SEE SHEAR WALL SCHEDULE FOR 3x STUDS. 4' SLAB ON GRADE OVER MK 6 MIL VAPOR BARKER 2x 511.0 PER PLAN Use (4) OF STUDS Ai HDUII NOLD01114, FACE -NAIL W 16d • Q' OC EACH SIDE. SWATHING 4 NAILING PER PLAN OR SCHEDULE NMI HOLDOW PER PLAN MTALL PER MANFAC111FiER S PRODUCT GUIDE 1x PT 901 W �1't ANGHIOR BOLT t 3' x 3' x Vi W45HER PER SCHEME 4' B' TOP OF STEM WALL :- _- :::1 :_- Vr' RATED SWATHING (24/0 EXP IJ NAIL W (2) ROWS 8d • 3" OC AT E PANEL EDGES. (1) 2x PLATE (NAIL �E SI R G i0 EA PLATE) SEE TYPICAL FOOTING DETAIL FOR REINFORCING .�?� 4' SLAB ON GRADE OVER MN b MIL VAPOR BARKER ` f + ' C3 ' I1 ELEV. VARIES ' b' FINISH - •• •• OR 12' FNISH GRADE OR 4.1 FTG OODE REVIEt`. _J r(�R a COM 'LIANCE APPROVED ,µDgBN (TT P. OF 2) TOP OF SAG.l' 2x F'T SILL (2) �j'1 ANCHIOR BOLT W MN FsiBEPt FN? 4 3' x 3' x 4' 4 SLAB • -7.r' SR7'SLN' HOLDOIIN PER PLAN I'6'MNIIII LIR •4 BAR - WORM 44�BAR•24'OC-VERTICAL ��GRADI'-1' I.1 /11'x3'x3'WASTER ASSEISLY A36 ROD W DBL NUT�� !s V • E9 GALVANIZED E WASHER. OCT312018�/ City of TukwilaMN. FOUNDATION PER PLAN, 8' THICK STEM WALL w/ 8 ®� k JJINM •4 BAR CONT. BUILDING DIVISION 4 BAR • 10' O EA. WAY. . issH., SE AR^Fl FOR MUTTON 1'--. (TYP) N FOUNDATION AT BASEMENT DBL BARS •EDGES. T 5• ,4 BAR CONT. AND THERMALmix. 12 PORTAL FRAME PANE! / / i ' ./ / SAW CUT 4 REMOVE EXISTING PAVEMENT 4 PROVIDE NEW / 20' DRIVEWAY APPROACH / PER DETAIL ON THIS SHEET r / / v ry) EXISTING EDGE OF PAVEMENT XISTING 8" TER LINE EXISTING 12" STORM DRAIN 15TINE, FIRE HYDRANT SITE LAM SCALE : I" = 10'-0" / �� / EXISTING e" SEWER LINE 0 _Nm1°10'39'W,'.29935_� �:10 / / / / / T / / / / / / / ' / /' / // / // / GeV/ D /' / ,15�UJATER E�vMT , / / PORGIJ.' , .- � � i' / / / / , / , i , � / / // / / , // PARCEL NUMBER I334840-04r/5 SITE ADDRESS 5003 5 114TH ST TUKWILA WA. 58118 LEGAL DESCRIPTION HILLMANS MEADOW GARDENS DIV *2 PAR A OF TUKWILA BLA LOb-00"1 REG *200b0303900001 5D BLA LOCATED IN BLK II OF SD PLAT PLAT BLOCK: II PLAT LOT: 13-'14 / ! 1.6 / _ 52 24' _ , ion �I -5' BSBL / Y Il/tl `LI 1 I I I CV O O fV cV cv N 1 \ / / \ L� \ / / r / / / I \ 1\ ///j1 / I\ /' ' / / 1 / / { / / / 1 / / 1 '/ /'/ / / /1 // // / / / / 1 / / / / / / / I —F / / / / / / / / / / / / I / / r / / / f / / / / / l / / /1, I/i / / / / / / I_ /' / j / //T---I-----rli[1 ' / / / / / / // I ff� / / , / / / / 1 , / CO CB -j O 10 20 40 / —T--�-�ha1°28'21"W 7'19255', ' ,1,0 to 11) i / / \NV \ r, ry SEPARATE PERMIT REOUIRED FOR FJLob'ul ❑ PIWna'na 1 ❑ Gin Piping City or Twk0Aa 'VILDMIG OMSION rr.tr•Icnt for conforr,nre with ...... - 15. AffTQtarvCO i4 St/NAM tO r ' nlich do nnl acll•oriie wit t-•:_..., „r .. 5:r.nd--6 M tmdinznCes. TN! r-• r!ronxy of the design Tes15 tet= 1y t^i•!: f rr. /.^.Gsien%, dc!ftions or leisioes to 'h&c r'er this d.':e cal Teid this aerc{•;axe , •::'7c a rta4ritto1 of revised d^iete :.' •.•!Pier: to irrp rrdon rr L•:ii:1:r5 ir.T :Or. FILE COPY ? \ Q Poona No. VD 01g 1 , J,'V1 C'.A a55/0va; $5 50t9 1 IC «von inc 1' '-4wI Ar -'OYai 0 C04115CC5o 000.450121 OMR { a.rno... a :Y aaXMT 01 a0Y 5o00100 e000 at XOi"N.:e ,Ac2'O: 01 a0010.d' "et GON and A .:xns a ao"wyre0mic. Re S' r10-"/ .. ur .•'i-.r)c.1u . netvSUN t0205 Po •a s10ns 41L -N4,, CR CIOR ^e .. -a' •nc...^e eG0•Par mow REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 9 2020 City of Tukwila BUILDING DIVISION IMPERVIOUS COVIC LOT AREA: HOUSE ROOF AREA: DRIVEWAY 4 WALKS: TOTAL IMPERVIOUS AREA: % OF LOT AREA: 10311 SF 1,448 SF 452 SF 1,500 SF • 18.4% ,E1ISIONNG.� DRIVEWAY APPROACH 1 I. 0AMCVT AND TACK ROM TO DRtNPMY APPRDALH -ERR. 2. DRNEMAY APPROACH TO I! L' 144A G.AaL✓/ PG 04-22 ASPHALT ae 2' LPL. 5. HOT MIX A5/NALT OR CCNGIGrE TO Le PLACE0 OVER COMPACTED fsORADG NO 4' OP GDTO COITACTGD TO 455 Ma111141M !LOG PAD? 8 TO Oe 4. WE MOM LTAOARD 0. TA 4.G 2 PM LAWN, MAAM.M 4RADG LGYOND LANOON IS ILL. a ',ONIONY APPROACH NA L NOT CONTAIN ROIORCOka LTm. s• CATG COMPACTED SPORRAVE ROPE I5051a15 AMMLT LTRar LArkwr tsLe L' MN MR NOR a WOW n 1 R-n 1 Rq SAZEI DESIGN GROUP, LLC Drainage Control PI o.o., OM' °r0 s* SITE SCaI. ��yy �Ljj ii��//55(( Itii ,TPl7Pi1iICn JUL 212020 !-'ERMI1' CENTER Is 6• d-6' 1 -9' .}• / _9• 1.-9' 6/0x6/0 XO / 1 1 EGRE66 GOVCRtD L CANC. 6/0x6/0 630 e . RGGR=ATION ROOM II' CI-G. I i [• _ uP ft /-4, / 7 7, ( RV 360-0 LOWER FLOOR PLAN 1/4"=1 '-0" D18-0189 Revision #1 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 9 2020 City of Tukwila BUILDING DIVISION REVISION NO. 2' 1. Contractor or builder must eerily all dlm.n.ioo. before proceeding with construction po ucbomishamnk. nlamnUa theedrly«u1gLo•.dot many municipalities The comp tbe. oltb •11 bcel •ppllwbl. bmM1pj cedw whare tbe bom. bblro constructed. 1 Purchaser should haee plans reviewed by • lic- ensed builder and struct- ural engineer for oomph - lime u .p.ctfk .11e con- •. These plans should not be altered by other than a archi- tect. structural engineer Plan No: L2D-2781-2L Data UTILITIES GALL UTILITIES UNDERGROUND LOCATION CENTER (2) WORKING DAYS BEFORE YOU DIG. I-5O0-424-5555 EXISTING CB (TYPE I) 34"x30" RIM=245.54' IE= 242.04' IE (W)= 244.04' 12" STEEL IE (E)= 244.14' 12" STEEL // EILD VERIFY) / / / \EXISTING FIRE HYDRANT 6" CONT. TRENCH DRAIN / / / / / / / 1 DRIVEWAY IN'R.0YV. NEV DRIVE% Y /'APPROACH' PER / DETAIL .6N SHEEy'GI.2 / / NEW 1" A/ TER SERVICE SEE DETAILS 105-03 4 / INS-19 ON / SHEET 01.3 / EXISTING EDGE OF PAVEMENT XISTIN6 8" TER LINE EXISTING 12" STORM DRAIN / 185(18"IC36' DEEP YARD DRAIN LID 0 241.00 BTM • 238.00 IE IN (4' 1PVG)= 239.25 IE OUT (6' DI)= 239.00 FIELD VERIFY / // / / ./ 3LF 4" DIA PVC. SGH. 40 • 2% SLOPE POWER, PHONE, 4 CABLE TO BE INSTALLED UNDERGROUND IN ACCORDANCE WITH UTILITY PROVIDER GUIDELINES AND CITY STANDARDS EXISTING OVERHEAD POWER EXISTING 8" SEWER LINE DRAINAGE CONTROL FLAN ,-- SCALE = 10'-0" 0 PROVIDE 2'-0" WIDE X 28'-0" LONG X 3'-0" DEEP DISPERSION TRENCH PER FIGURE 4.2.2.G (TYP. FLOW DISPERSION TRENCH) OF 2016 KING COUNTY SURFACE WATER DE516N MANUAL. MINIMUM SETBACK FROM FACE OF FOUNDATION AND PROPERTY LINES SHALL BE 10'-0". USE 6" PERFORATED PVC-SGH 40 PIPE A5 DISPERSAL PIPE (NUTHIN TRENCH) WITH IE TO BE 18" MINIMUM BELOW TOP OF TRENCH AND EXISTING GRADE SEWER LIFT STATION PUMP TO BE ZOELLER GRINDER PUMP: 2 HP MODEL NUMBER 4 HEAT WITH I-1/4" DISCHARGE NPT WITH VERTICAL SWITCH FLOAT CAST IRON, I PHASE, 240V AC. SEE DETAILS ON SHEET GI.3 GOLF 4" DIA. PVG SGH. 40 • 2% SLOPE 4" DIA. PERFORATED FOOTING DRAINS CONNECT TO DRY WELL 4' PVG TI6HTLINE • 5= I96 MIN. SLOPE (TYP,) ROOF DRAIN LINES CONFECT TO CB -I TYPE (1) CATCH BASIN '1 SEINER AS —BUILT I 0 20 40 DOWNSPOUTS W/ GLEAN OUT AT ALL CORNERS (TYR) 6LF 4" DIA. PVG SC.H. 40 0 2% SLOPE / / // 1 33LF 4p DIA.IPVG SGH. 40 • / 2% SLOPE/ / / JP' �/1, ,y0 m / r7{//y i52.2A / / ..' . / I ‘jri 1 L 1 I i " a 11jgY LIMO �]WY 14 CSC 9ma0 Sa sa...Y 8 0 4 • SITE PARCEL NUMBER I 354S40-0'75 SITE /40DRESS 5003 8 114TH ST TUKUJILA WA. 98118 LEGAL DESCRIPTION HILLMANS MEADOW GARDENS DIV *2 PAR A OF TUKWILA BLA L06-001 REC *20060303900001 SD BLA LOCATED IN BLK II OF SD PLAT PLAT BLOCK: II PLAT LOT: 13-14 / / / / / / / / - I "UTATER .EMT NOT28'21=w �, / /yam ry�0 / / / / ryNt 1091 -0N PROVIDE 12" DIA. x 48" DEEP DRY WELL FOR FOUNDATION DRAIN. FILL DRY WELL w/ 1 1/2" WASHED ROCK. TOP OF DRY WELL TO BE I'-0" BELOW FINISH GRADE. 6LF 4" DIA. PVC SCH. 40 • 2% SLOPE (FOOTING DRAINS TO DRYWELL / / GB-02 (TYPE I) 34"x30" RIM=23150 IE= 226.50' IE (IN) 4" ROOF DRAINS = 232.00' IE ON) 4" ROOF DRAINS = 22130' IE (OUT)= 221.50' (FEILD VERIFY) / 1'. J / .0 r / L — — — / r/—///lT/ ar 7 / 5 1 7 ryo10 ,y0 D18-0189 Revision #1 DISPERSION TRENCH SIZING CALCULATIONS TRENCH SIZING TOTAL IMPERVIOUS AREA. 1,900 +/- USE 10' LONG TRENCH PER 700 SO FT. OF IMPERVIOUS SURFACE TRENCH 'A' (1,900 SF) 1,900/700- 2.71 2.71x10'= 27.10' USE (1) 28'-0' LONG DISPERSION TRENCH I 1 PROVIDE A MINIMUM OF 25 FEET VEGETATED FLOW PATH ON DOWNSTREAM OF DISPERSION TRENCH AS A I5MP TO ALLOW DISPERSION THROUGH VE6ETATION (LAWN, ETC.) PER BMP T5.I3 OR BETTER REVISION NO. SEPARATE PERMIT REQUIRED FOR. EAouia: ❑Plumbing ❑ Gas Piping City alTuk*W BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED ;SEP 24 2019 ' Cily of Tukwila UILDING DIVISION IMPERVIOUS CONK LOT AREA: I4OUBE ROOF AREA: DRIVEWAY 4 WALKS: TOTAL IMPERVIOUS AREA: % OF LOT AREA: 10,311 SF 1,448 SF 452 SF 1,900 SF (YECE!VEn CITY OF II. WILA AUG 262019 PERMIT CENTER .5/ Drainage Control Plan liniskno s-aRo�ee e.-"wl e/ Cr VIP °ler*Maw s.«I el REGOMMENDED GONSTRUGTION SEOUENGE A DETAILED CONSTRUCTION SEQUENCE 15 NEEDED TO ENSURE THAT EROSION AND SEDIMENT CONTROL MEASURES ARE APPLIED AT THE APPROPRIATE TIMES. A RECOMMENDED CONSTRUCTION SEQUENCE IS PROVIDED BELOW: I. HOLD THE PRE -CONSTRUCTION MEETING IF REQUIRED. 2. POST SIGN WITH NAME AND PHONE NUMBER OF TESL SUPERVISOR. (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF A CONSTRUCTION SIGN AS REQUIRED). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF AND WHERE REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCES. &INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH, BARRIER ETC.). -I. CONSTRUCT SEDIMENT POND AND TRAPS IF REQUIRED. S. GRADE AND STABILIZE CONSTRUCTION ROADS. 9.CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR, DIKES, PIPE, SLOPE, DRAINS ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTRY STANDARDS AND MANUFACTURES RECOMMENDATIONS. II. RELOCATE EROSION CONTROL MEASURE OR INSTALL NEW MEASURES 50 THAT A5 SITE CONDITIONS CHANGE EROSION AND SEDIMENT CONTROL 15 ALWAYS IN ACCORDANCE WITH KING COUNTRY EROSION AND SEDIMENTATION CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THEN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD, COMPOST, PLASTIC. SHEETING, OR EQUIVALENT. 13. STABILIZE ALL AREAS WITHIN SEVEN DAYS OR REACHING GRADE. 14. SEED, 50D, STABILIZE, OR. COVER ANY AREAS TO REMAIN WORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THIS PROJECT STABILIZE DISTURBED AREAS AND REMOVE BMP'S 15 APPROPRIATE. lb. FOLLOW 2015 KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM) FOR. ALL STANDARDS $ INSTALLATION OF DRAINAGE STRUCTURES. STORM DRAIN NOTES: I. CONTROL THE HOUSE, CONCRETE PATIOS AND THE DRIVEWAY IMPERVIOUS SURFACES. 2. EXISTING UTILITIES ARE NOT SURVEYED AND NOT SHOWN ON THIS PLAN. CONTRACTOR 15 RESPONSIBLE TO DETERMINE ALL UTILITY VERTICAL AND HORIZONTAL LOCATION PRIOR TO COMMENCING WORK ALWAYS GALL BEFORE YOU DIG 1-300-424-5555 3. MINIMUM SLOPE FOR 4" DIA. ROOF AND FOOTING DRAIN LINES SHALL BE 2.0095 4. PROVIDE SAND COLLAR ON PVC. PIPE AT CONNECTION TO CATCH BASINS. ALL PVC SHALL BE SCHEDULE 40 INCLUDING PERFORATED FOOTING DRAINS. b. ALL STORM DRAIN LINES UNDER RETAINING WALLS OR STRUCTURE SHALL BE DUCTILE IRON PIPE EXTENDING TO GATGH BASINS ON EACH SIDE. 5. GRAVEL FILLED D I SPERS I ON TRENCH NOTES: I. THE TRENCH WIDTHS ARE SHOWN ON THE PLAN. 2. THE TRENCHES MUST BE FILLED WITH AT LEAST 15" OF i" TO II" WASHED DRAIN ROCK. THE DRAIN ROCKS MAY NOT BE COVERED WITH ANY BAGKFILL MATERIAL. 3. FILTER FABRIC MUST BE PLACED ON BOTTOM AND SIDES OF THE TRENCH PRIOR TO BE FILLED WITH DRAIN ROCK. 4. THE RUNOFF FROM THE IMPERVIOUS SURFACES SHALL PASS THROUGH A YARD DRAIN OR CATCH BASIN FITTED WITH A DOWN TURNED ELBOW PRIOR TO ENTERING THE INFILTRATION TRENCHES. THE ELBOW IS INTENDED TO TRAP SPILLED MATERIAL IN CATCH BASIN SUMP 50 THAT THE SPILLED MATERIAL AND SEDIMENTS CAB BE REMOVED AND/OR CLEANED BY HOMEOWNER AS ROUTINE MAINTENANCE. TYPE I GATGH BASIN NOTES: I. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM G-4'7S (AASHO M-I99) ASV IN ACCORDANCE WITH KING COUNTRY SURFACE WATER MANUAL REQUIREMENTS. 2. ALL REINFORCED CAST IN PLACE CONCRETE SHALL BE CLASS 4000 3. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR. KNOCKOUTS AND SHALL HAVE A WALL THICKNESS OR 2" MIN. ALL PIPES SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS, UNUSED KNOCKOUTS SHALL BE FULLY GROUTED. 4. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT SHALL NOT EXCEED 5'-0" 5. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATION AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-b21D. MATING SURFACES SG SHALL BE FINISHED TO ASSURE NON - ROCKING FIT WITH ANY COVER POSITION. b. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM VERTICAL EDGE OF THE CATCH BASIN ALL. 250-- 24E3 244 - 242----- 240----- 238-- -- . ..--_-- -ACCESS sox - 236 - ---- 234-- - - ----4€'_135:)X 232-- 230---- SEWER LIFT STATION PUMP TO BE ZOELLER GRINDER PUMP: 2 HP MODEL NUMBER 4 HEW"/ WITH I-I/4" DISCHARGE NPT WITH VERTICAL SWITCH FLOAT CAST IRON, I PHASE, 240V AG. SEE DETAILS ON SHEET GI.3 SIDE SEWER PROFILE 2" PE DISCHARGE PIPE TO SERVICE CONNECTION (P.V.G. SGH 40) S.I, To, ni AI D18-0189 111 9 /1 J DRIVEWAY APPROACH I. 9AMOA' AND TACK ROAD TO DRIVDWAY APPROACH 2. PV VMAY APPROACH TO SE 6' NMA CLASS S. P6 64-22 ASPHALT IN 2' LIFTj. 9. HOT Mx A9PH4-T OR CONCRETE TO DE PLACED OVER GOt. AGTm SLISSRADE AND 4. OP CS G GOMIAGTm TO PS% MINK M ELSSE RADIUS TO Cr i'O' 4. SEE DE910A STANDARD 9, TADLE 2 FOR LA'0449. MAxIMM GRADS D5r0M2 LANDING IS IS%. 9. DRIVE/NAY APPROACH SHALL NOT GONTNN REIAFORCIN6 STEEL. 4' G9 COMPACTED SEMAALL ExI9rIH6 A 4F,LT STREET SAMAII EOM 6' »M119EE HOTS 2 vARO 0 J -J Q 0 Z W r) W oGpp cc: W <j Q = NCO F- p �g 1.9 ccpcoy t0Y I li Drainage Control Plan Notes & Detai REVIEWED FCC CODE COMPLIA ICE APPROVED SEP2420t City of Tukwi BUILDING DIVI ION /Y. nacEvFn CITY OF AU6 2 R 7010 cr wt ir/M 111l0. ANI ACCESS BOX (TYP) C�� PIPETOSERVICE P.V.G_ SQ O GLUE JOINT GRINAFR LIFT STA DETAIL MATERIALS UST fO 24' DIA GALVANIZED COWS NTS POWER CONDOR i-1/4" PVC TRUE UNgN BALL VALVE (SS) HAYWARD CR EQUAL I-1/4- GALVANIZED UMON 1-1/4' GALVANIZED APPLES CHECK VALVE AND PIMP C1$(XINNECT HYDROMMTC. COULD OR EQUAL SINGLE FAMILY LIFT STATION 0 2 HP GRINDER PUMP - SEE NOTES 1-1/4' GALVANIZED RPM, APPROXIMATELY 1.2' LONG HOT DIPPED OALVANZED STEEL RAIL GUDE SYSTEM HOT DIPPED GALVANIZED PUMP TECH SHORT RAIL 24' X 60" FIBERGLASS TAM( 1-1/4' RIGID CONDUR MYER HUB NEMA 4X NON-METALLIC JUNCTION BOX —BOTTOM ENTRY WATER TIGHT STRAIN REUEF CONNECTORS (FOR USE WITH UNDERGROUND CABLES) ATTACH USING LOCK -NUT MM SEAUNG FITTING PEA GRAVEL OF DIRECT BURY CABLE TO CONTROL BOX NO. 10 AWG THWN IMRE FOR PUMP (1 WIRE) MO. 14 ARC THAN IMRE FOR FLOAT CONTROLS (3 WIRES) AMES 1. TOP OF TANN CAN BE SET FLUSH MTH GROUND, IF A CONCRETE PAD IS POURED AROUND THE UFT STATOR AND SLOPED AWAY FROM THE STATION. KEEP ROCKS AND DEBRIS CUT OF STATOR. 2. ACCESS BOX: TRAFFIC AREAS - EQUAL TO CARSON MODEL 1419-148 WITH 1419-25 COVER TRAFFIC AREAS- N-20 RATED CONCRETE BOX EQUAL TO room B9-1/2 METER SOX LOS SHALL BE MARKED ELECTRICAL OR SEWER RESPECTIVELY OR NAVE NO MARKNGS AT AL1.. 3. CONTROL FLOATS NOT SHOWN FOR CLARITY. MARK 2'1A4' STAKE WUH *SE NEW AND DEPTH TO PPE INVERT FROM FINISHED GROUND LEVEL MAX PI UGCFD STUB ON SEWER MAIN 12' LONG 2%4' STAKE BURIED TO DEPTH OF PIPE INVERT, PANTED %MITE ABOVE GROUND. BEDONG GRAVEL COMPACTED a IN. 6' COVER AT PROPERTY UNE GAUGE ME TO BE DOLBLED AROUND PPE AND 2"x 4' STAKE AT OR ABOVE FINISHED GROUND 6' PVC SEWER PIPE ONE LENGTH MIN. SIDE SEWER STUB "PROFILE VIEW" D18-0189 Revision #1 6' MIN. 6' SIDE SEWER STUB CAP r4'51-1/4' to 2' INSERT / (CLUE FITTING) —D -.— TEST TEE LAST REVNSED:11/30/99 FROM 1-I/4' to 2' SCN 40 PVCPIPE GRINDER (GLUE FITTINGS) PUMP SECTION MOM 1. CRINGER PUMP DISCHARGE UNE MUST FLOW INTO A 6 INCH P.V.C. GRAVITY LIVE. SIDE SEWER STUB. 2. 6 FOOT MNMUM COVERAGE AT PROPERTY LINE AND IN RIGHT-OF-WAY. 3. 18 INCH MIN MUM COVERAGE OF' PIPE ON PRIVATE PROPERTY. 4. RIGHT Cr WAY RESTORATION SHAU. MATCH CR EXCEED THE ORIGINAL CONDITION AND BE IN ACCORDANCE MTi THE CITY STANDARD. 6. BEODINC TO BE CLASS F PEA GRAVEL FOR GRINDER PUMP FORCE MAN. 6. GRINDER PUMP FORCE MAIN SHALL BE LAID STRAIGHT WITH MINIMUM DEFLECTION. T. PROTECTIVE STEEL CASNG IS REQUIRED IF: A. LESS THAN 3 FEET OF COVERAGE IS ATTAINABLE UNDER A DRIVING SURFACE. B. UTUTY SEPARATION IS LESS THAN ADEQUATE. SNGLE FAMILY SIMPLEX SEWER IFT STATION CRA/TY/FORCE—MAIN CONNECTION ® PANTED HIGH TENSILE D.I. SERVICE SADDLE WITH DOUBLE STRAP. AWWA I.P. THREAD TAP. ROMAC 202S OR EQUAL SIZE AS REQUIRED. ® CORPORATION STOP, AWWA I.P. INLET BY MALE IRON PIPE THREAD OUTLET, MUELLER BALL NO. B-2969 OR EOUAL AS NEEDED. © COUPLING MALE IRON PIPE THREAD BY MUELLER 110 FITTING, MUELLER NO. 14-15451 OR EQUAL. COPPER TUBING. TYPE K OR HIGH MOLECULAR DENSITY POLYETHYLENE. TRACING TAPE FOR POLYETHYLENE PIPE. MUELLER 82423 OR APPROVED EQUAL. NOTES: 1. SERVICE LINE SHALL BE PERPENDICULAR TO THE WATERMAIN UNLESS OTHERWISE APPROVED BY THE ENGINEER. 2. BYPASS WILL BE LOCKED OFF BY CONSTRUCTION INSPECTOR WHEN METER SPREADER IS INSTALLED. 3. METER WILL 8E SUPPLIED AND INSTALLED BY THE CITY OF TUKWILA. 4. SETTER SHALL BE POSITIONED TO CENTER RIGID SPREADER UNDER INSPECTION LID AND PROVIDE ADEQUATE CLEARANCE BETWEEN BYPASS AND BOX WALL FOR OPERATING AND LOCKING BYPASS VALVE. 5. BRASS FITTINGS SHALL BE LEAD FREE. POOP TO KALI City of Tukwila SERVICE !Mt! WS-03 rtemwW N' 02-2014 I LAST RlYnnH APPROVAL R. TISCHMAK, CITY ENGINEER PLAN VIEW TKIOAVTKTTI SIa wona•Yn•rt ;26 prnRINIVXMPFPOvwlvra mF A auiFAwt 1.4 FRIINGS USED ON THE PIPES LEADING TO THE HOUSE FROM THE MUELLAR TEE SHALL BE MUELLER 11D TYPE FITTINGS OR EOUAL SECTION Itr4WAmgaf W at MAILMNSMaeRKTMPIRT041 TN KfAWAWi •M .raYTWmnrc 1" FIRE SERVICE PARTS LIST: 1-8-24258 -1' COUPLING MUELLER 110 X ANGLE STOP - SALL 1-B45028. 1' CORP STOP - BALL 1 -TAILPIECE WITH FEMALE IRON PIPE THREADS 1. NO METER BOXES IN SIDEWALKS AND DRIVEWAYS WHERE POSSIBLE. 2. USE CLEAN 5/8' MINUS CRUSHED ROCK TO BACKFILL AROUND CORP STOP AND SERVICE LINE. 3. THE FIRE SPRINKER SYSTEM SHALL BE DESIGNED PER APPENDIX R AND NFPA 130 4.THE DOUBLE CHECK VALVE SHALL BE INSTALLED WITHIN 5' OF THE WATER METER. 6. THE DOUBLE CHECK VALVE SHALL BE INSTALLED TO PROTECT FROM FREEZING. 8. ALL BRASS FITTINGS SHALL BE LEAD FREE. 1" FItE 'DOMESTIC SERVICE REVIEWED FOR CODE COMPLIANCE . APPROVED SEP 242019 City of Tukwila BUILDING DIVISION Okm REC ';Gf) CITY Or 'i L:Si:LA AUG 2 6 2019 oelikaor NOTE AM DETAIL 16 ONLY 6CIEMATIC. ANY W6ERT le ALLORCD THAT HAD A MN OD CF. OF STORAGE. THE STORED 6EDFE:NT, AN OVERFLOW. AND CAN DE EASILY MAWTAIED. Rix DAL RILTER I4 1G RQOTEGTIOAI FILTER 6TANDARD STRENGTH GRATE FABRIC CATCH pA6W- NOTE: ONLY TO DE U6ED WHERE -i RCN:DING. OF WATER ABOVE THE I F CATCH DABIN WILL NOT GAUGE � TRAFFIC PRODLEM6 AND WHERE I,-1 OVERFLOW WILL NOT RE6ULT IN ERO041 OF 6LOPE6 )<IG11RS DAM CATCH DABIN INECRT ALL CATCH DA6N8 TO DE PROTECTED AND MAINTAINED PER KING, COUNTY DETAILS DAL 4 D.4M PROVIDE STAB! L1ZED CONSTRUCTION ENTRANCE A5 NEEDED PER DETAIL ON THIS SHEET EXI5TIN6 GB (TYPE I) 34'x30" RIM•24554' IE= 242.04' IE (W)= 244A4' 12" STEEL IE (E)= 244.14' 12" STEEL / (FEILD VERIFY) / / / / / • / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / NEW 1" f^IATER SERVICE SEE DE7AILS WS-03 t/WS-19ON / SHEET GI.3 / EXISTING EDGE OF PAVEMENT STING 8" TER LINE EXISTING, 12' EXISTING STORM DRAIN FIRE HYDRANT 6" CONT. TRENCH DRAIN / / / / / / / FILTER FA6RIC ON KKR 1' OF IVY °1A61ED ROCK OR PEA GRAVEL 2" EXCE86 OVERLAP x 4 DOUGnn. 46• oz. 2' x2' x14 CM1 WWF eft MARLED OR WIR. RWG6 'q1=III =6��=.=....n..51�..'� T' =1E�Ea11'I-D-1-tlI-1111-IIII-1111-Illi�lltl-III 6' x 6' TRENCH SECTION ELEVATION ROSION CONTROL PLAN I3'xlb'x36' DEEP YARD DRAIN LID O241.00 BIM O 238.00 IE IN (4" PVC)• 239.25 IE OUT (6" DI)= 2341.00 FIELD VERIFY 3LF 4' DIA. PVC. SGH. 40 2% SLOPE SILT FENCE / . / 6 /// iZj¢IVE ' FILTER FABRIC MATERIAL MRAFI IOC x OR GG AL 61LTATIONI FENCE DETAIL PROVIDE 2-0" WIDE X 28'-0" LONG X 3'-0" DEEP DISPERSION TRENCH PER FIGURE 4.22.0 (TYP. FLOW DISPERSION TRENCH) OF ;016 KING COUNTY SURFACE WATER DE516N MANUAL. MINIMUM SETBACK FROM FACE OF FOUNDATION AND PROPERTY LINES SHALL BE 10'-0". USE b' PERFORATED PVG-5CH 40 PIPE AS DISPERSAL PIPE (WITHIN TRENCH) WITH IE TO BE 18" MINIMUM BELOW TOP OF TRENCH AND EXISTING GRADE SEWER LIFT STATION PUMP TO BE ZOELLER GRINDER PUMP: 2 HP MODEL NUMBER 4 HEW1 WITH I-1/4' DISCHARGE NPT WITH VERTICAL SWITCH FLOAT CAST IRON, I PHASE, 240V AG. SEE DETAILS ON SHEET GI.3 / i / r — —/b7 �— — —// , ` �r►`II / / / - ... - I - 'A'AkV,,A / / ' W / ° / / „PORCH / / ° / / /' // /' �4) '9 SILT FENCE POWER, PHONE, 4 GABLE TO BE INSTALLED UNDERGROUND IN ACCORDANCE WITH UTILITY PROVIDER GUIDELINES AND CITY STANDARDS EXISTING OVERHEAD POWER / _ =Tx_ ryry ryry ry 51'-6" 4' DIA. PERFORATED FOOTING DRAINS CONNECT TO DRY WELL 4' PVC. TI6HTLINE O 5= I% MIN. SLOPE (TYP) ROOF DRAIN LINES CONNECT TO CB -I TYPE (1) CATCH BASIN SEWER AS -BUILT 1 DOWNSPOUTS W/ GLEAN OUT AT ALL CORNERS (TYP.) 6LF 4" DIA. PVG SGH. 40 2% SLOPE / 34'-I I' 1SCH. 40 0 / 2% SLOPE / / / / / / R.25' MIN. INSTALL DRIVEWAY CULVERT IF THERE 15 A ROADSIDE DITCH PRESENT, AS PER KINS COUNTY ROAD STANDARD; PO 4"-8" QUARRY SPALLS 6EO-TEXTILE FABRIC 12" MIN. THIGKNC IT IS RECOMMENDED THAT THE ENTRANCE BE GROANED 50 THAT RUNOFF DRAINS OFF THE PAD. Arik PROVIDE FULL WIDTH OF IN6RE55/E6RESS AREA STABILIZED GONSTRUCTI ON ACCESS / _ �/ , p— 0 fi TV N N C1 —y' 858E / I-x r 1 \ // //ND 1 5111T FETE \\ I 1 / ▪ +i ° /'/ I I9.0' \ \\ \\ > > / + + / L \ \ + +/ + + / j 3 + / + + + / / /I \\ \\ \\ + + //+ + + / // �1 1 \ + + / + + + +/ I I + i + + + / ()b I I • f /a x -1- + !+ + + I + )r° +++++ 1 + 1 r 1 / + + 7 P // 1n I / / / / /'/ ��c /// 1 " UJATER ,COMT /- /,/ x—,--x ,1°28'2I'UJ / ry\ ry / / 109'-0" PROVIDE 12" DIA. x 48" DEEP DRY WELL FOR FOUNDATION DRAIN. FILL DRY WELL W/ 1 I/2" WASHED ROCK. TOP OF DRY WELL TO BE I'-0' BELOW FINISH GRADE. 6LF 4" DIA. PVG SGH. 40 0 2% SLOPE (FOOTING. DRAINS TO DRYWELL D18-0189 Revision #1 TEMP. ESIQN * SAD I MENTATI ON GONTFOL_ (TESL) EXISTING 8" SEWER LINE GB-02 (TYPE 1) 34"x30" RIM=23ISO IE= 226.50' IE (IN) 4' ROOF DRAINS = 230.00' IE (IN) 4' ROOF DRAINS = 22950' IE (OUT)= 22150' (FEILD VERIFY) 192.55'',/ co 0 SCALE : I" = 60.-0" c 20 SILT FENCE PROVIDE A MINIMUM OF 25 FEET VEGETATED FLOW PATH ON DOWNSTREAM OF DISPERSION TRENCH AS A I3MP TO ALLOW DISPERSION THROUGH VE6ETATION (LAWN, ETC.) PER BMP T5.13 OR BETTER UTI L I TIES GALL UTILITIES UNDERGROUND LOCATION CENTER (2) WORKING DAYS BEFORE YOU DIG. I-600-424-5555 REVIEWED FOR CODE COMPLIANCE • APPROVED . SEP 2,12019 City of Tukwila BUILDING DIVISION (1EC1?!VEn,� CITY OF i tilWaLA