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Permit D17-0174 - 137TH ST PROJECT - NEW SINGLE FAMILY RESIDENCE
137T" ST PROJECT 13611 53RD AVE S Dl 7-01 74 Parcel No: Address: Project Name: c� 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 0003000099 [13611 53RD AVE S 01 137TH ST PROJECT COMBOSFR PERMIT Permit Number: D17-0174 Issue Date: 10/10/2017 Permit Expires On: 8/5/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: KLUE E 5230 S 137TH ST , SEATTLE, WA, 98168 CARY LANG 29815 24 AVE SW , FEDERAL WAY, WA, 98023 CARY LANG CONSTRUCTION INC 29815 24TH AVE SW , FEDERAL WAY, WA, 98023-2300 CARYLCI1010F CARY LANG CONSTRUCTION INC 29815 24TH AVE SW , FEDERAL WAY, WA, 98023 Phone: (206) 423-5055 Phone: (253) 661-6880 Expiration Date: 9/26/2018 DESCRIPTION OF WORK: NEW SFR - 3752 SF DWELLING, 518 SF GARAGE, 326 SF COVERED DECK Project Valuation: $506,929.90 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $19,275.94 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: International Fuel Gas Code: 2015 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: Parcel No: Address: Project Name: 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350. Web site: http://www.TukwilaWA.gov COMBOSFR PERMIT 0003000099 Permit Number: 5230 S 137TH ST 137TH ST PROJECT Issue Date: Permit Expires On: D17-0174 10/10/2017 4/8/2018 Owner: Name: Address: KLUE E 5230 S 137TH ST , SEATTLE, WA, 98168 Contact Person: Name: CARY LANG Address: Contractor: Name: Address: License No: Lender: Name: Address: 29815 24 AVE SW , FEDERAL WAY, WA, 98023 CARY LANG CONSTRUCTION INC 29815 24TH AVE SW , FEDERAL WAY, WA, 98023-2300 CARYLC11010F CARY LANG CONSTRUCTION INC 29815 24TH AVE SW , FEDERAL WAY, WA, 98023 Phone: (206) 423-5055 Phone: (253) 661-6880 Expiration Date: 9/26/2018 DESCRIPTION OF WORK: NEW SFR - 3752 SF DWELLING, 518 SF GARAGE, 326 SF COVERED DECK Project Valuation: $506,929.90 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $19,275.94 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: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: 1 Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 195 Fill: 100 Landscape Irrigation: Sanitary Side Sewer: Number: 1 Sewer Main Extension: Storm Drainage: 1 Street Use: Water Main Extension: Water Meter: 1 Yes Permit Center Authorized Signature: it/ i1' Date: 10 0'-7 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not 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 an agree to the conditions attached to this permit. Signature: Print Name: Date: /0 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: ***BUILDING PERMIT CONDITIONS*** 2: 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. 3: 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. 4: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 6: 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. 7: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 8: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: All wood to remain in placed concrete shall be treated wood. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: 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. 13: 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. 14: 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). 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 16: 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. 17: 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. 18: ***MECHANICAL PERMIT CONDITIONS*** 19: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 20: 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. 21: Manufacturers installation instructions shall be available on the job site at the time of inspection. 22: 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. 23: 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. 24: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 25: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 26: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 27: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 28: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 29: 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. 30: 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. 31: 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. 32: 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. 33: 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. 34: 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. 35: 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. 36: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 37: 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 38: ***PUBLIC WORKS PERMIT CONDITIONS*** 39: Schedule and attend a Preconstruction Meeting with the Public Works Department (Dave Stuckle, Public Works Inspector and ( , Planning Division), prior to start of work under this permit. To schedule, call Public Works at (206) 433-0179. 40: 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. 41: 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. 42: 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. 43: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 44: 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. 45: 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. 46: 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. 47: Any material spilled onto any street shall be cleaned up immediately. 48: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 49: 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. 50: The Land Altering Permit Fee is based upon an estimated 195 cubic yards of cut and 100 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. 51: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 52: 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. 53: The property owner is responsible for the maintenance of its storm drainage system and, for this purpose, shall have a maintenance plan in place and the responsibility for maintenance assigned prior to Public Works final. 54: 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'. 55: 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. 56: 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. 57: Owner/Applicant shall contact the local postmaster regarding location of mailbox(es) installation. Location of mailbox(es) installation shall be coordinate with Public works. 58: Prior to Public Works Final, provide storm drainage as -built plan, storm drainage maintenance plan and responsibility for maintenance assigned for stormwater treatment and flow control BMPs/Facilities. 59: 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. 60: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 61: Prior to issuance of this permit Owner/Applicant shall sign w/Notary a Hold Harmless Agreement for work within the Public right-of-way. 62: Prior to issuance Owner/Applicant shall sign w/Notary an SAO Hold Harmless Agreement with the City. 63: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 64: 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). 67: 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) 68: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 66: 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) 65: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 69: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 70: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 71: Prior to issuance Owner/Applicant shall sign w/Notary a Public Sidewalk and Utilities Easement with the City. 72: Owner/Applicant shall pay King County recording fees for the SAO Hold Harmless Agreement & for the Public Sidewalk and Utilities Easement (or) record documents at King County. 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 0708 GAS FIREPLACE INSERT 2000 GAS PIPING FINAL 0606 GLAZING 8004 GROUNDWORK 5040 LAND ALTERING 0502 LATH/GYPSUM BOARD 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 5230 PAVING AND RESTORE 0608 PIPE INSULATION 0609 PIPE/DUCT INSULATION 1900 PLUMBING FINAL 16001 PUBLIC WORKS FINAL 516Q PUBLIC WORKS PRE -CON 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 9002 ROUGH -IN GAS PIPING 0701 ROUGH -IN MECHANICAL 8005 ROUGH -IN PLUMBING 5070 SANITARY SIDE SEWER 5090 STORM DRAINAGE 5100 STREET USE 0412 UNDERFLOOR FRAMING 9001 UNDERGROUND 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR 5130 WATER METER - PERM CITY OF TUKebILA Community DeveloPFtfnt Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Combinatioermit No. j)I1 U1 1 Project No.: r1 Date Application Accepted:0 11 1 Date Application Expires: a 2tal (1 (For office use only) COMBINATION PERMIT APPLICATION — NEW SINGLE FAMILY Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION Site Address: .C2-3 .5 13 -7 - King Co Assessor's Tax No.: vim® 663 b 0 PROPERTY OWNER N — person receiving all project Name: Name: Phone '23 0 5 Fax: Address: Tukwila Business License No.: Address: City: State: Zip:', City: 4._ State: Zip: Email: ' CONTACT PERS communication N — person receiving all project Name: City 1„ ( t 0.1 , State:, /1 _ Zipq�i7j vT (4._ Phone '23 0 5 Fax: Address: Tukwila Business License No.: Address: City: State: Zip:', Phone: Fax: Phone: Email: Email: GENERAL ONTRACTOR INFORMATION Company Na e: Cie/ t � w -g J.7-4-6- Address: 249 9/ g ,_ 4,v e 5.--6,_, City 1„ ( t 0.1 , State:, /1 _ Zipq�i7j vT (4._ Phone '23 0 5 Fax: Contrego:tJLc.T ®iOExp Date:®/) O//s I Tukwila Business License No.: ARCHITECT OF RECORD Company Name: ...5-a-- 6 16 , Company Name: Address: 2_2_13 sk- zei 2, - I Name: /State: Email: _ Sei 4 e w, NSP --SQ c.at-•cri-s i, 0 et- t Address: city(Gr Statee:.d_ City: City: Zip:Architect Zip: Phone: Fax: Email: ' ENGINEER OF RECORD LENDER/BOND Company Name: ...5-a-- 6 16 , Engineer Name: , pi PS e, i� V : +l� Address: 2_2_13 sk- zei 2, - I City. fs fei.GtC 0L Gi if►, uj^y ate:tint_ Zip: g.�.1 Phone 0,/ D f Tax: Email: _ Sei 4 e w, NSP --SQ c.at-•cri-s i, 0 et- t LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) .; Name: ei r s ,----- ,_/--e-c- G Address: Address: PQ`J—`4_ %`4 4-v 5' city(Gr Statee:.d_ Zip: �' 8 H:\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-I l.docx Revised: August 2011 . bh Page 1 of 4 PROJECT INFORMATION — Valuation of project (contractor's bid price): $ Scope of work please provide detailed information): DETAILED BUILDING INFORAMTION — PROJECT FLOOR AREAS PROPOSED SQUARE OOTAGE VLar,,eazoe,xit �. lst floor 2"d floor 17.x¥ Garage,, carport ■ : Deck — covered Al.. uncovered ■ 32-4 ✓ Total square footage 1.5q6 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. (04 EQUIPMENT AND FIXTURES — INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: Value of mechanical work $ !S0 fuel type: ❑ electric gas / furnace <100k btu / appliance vent ventilation fan connected to single duct thermostat / wood/gas stove / water heater (electric) emergency generator other mechanical equipment PLUMBING: '�j Value of plumbing/gas piping work $ /4 6-0 0 bathtub (or bath/shower combo) bidet / clothes washer / dishwasher floor drain 3 shower 6 lavatory (bathroom sink) / sink 3 water closet Jwater heater (gas) lawn sprinkler system 3 gas piping outlets H:\Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOR JI'.ION Scope of work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WATER DISTRICT ❑ .. Tukwila ❑ ...Water District #125 ❑ .. Letter of water availability provided SEWER DISTRICT ❑ .. Tukwila ❑ .. Sewer use certificate ❑... Highline El ...Valley View ❑... Renton ❑ ...Letter of sewer availability provided ❑ .. Renton ❑ .. Seattle SEPTIC SYSTEM: ❑ .. On-site septic system — for on-site septic system, provide 2 copies of a current septic design approved by King SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): ❑ .. Civil Plans (Maximum Paper Size — 22" X 34") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond El ... Insurance ❑... Easement(s) ❑... Geotechnical Report ❑ ... Maintenance Agreement(s) ❑.. ❑.. County Health Department. .Hold Harmless — (SAO) .Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ .. Right -Of -Way Use - Potential disturbance ❑...Construction/Excavation/Fill - Right-of-Way...0 -or- Non Right -of -Way.. ❑ ❑ .. Total Cut ❑ .. Total Fill ❑ .. Sanitary Side Sewer ❑ •.. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control Cubic Yards Cubic Yards ❑ .. Permanent Water Meter Size ❑ .. Residential Fire Meter Size ❑ .. Deduct Water Meter Size ❑ .. Temporary Water Meter Size " WO # El ... Work In Flood Zone ❑... Storm Drainage ❑... Abandon Septic Tank ❑... Curb Cut ❑... Pavement Cut El ... Looped Fire Line " WO# " WO# ❑ .. Sewer Main Extension Public ❑ - or - Private ❑ ❑ .. Trench Excavation ❑ ..Utility Undergrounding ❑ ..Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Water Main Extension Public ❑ - or - Private ❑ FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line number of public fire hydrant(s) ❑ .. water ❑ .. sewer ❑ .. sewage treatment MONTHLY SERVICE BILLING TO: Name: Day Telephone: Mailing Address: City State Zip WATER METER REFUND/BILLING: Name: Day Telephone: Mailing Address: City State Zip H:\Applications\Porms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-11.does Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES - PLICABLE TO ALL PERMITS IN THIS LICATION - Value of construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PROPERTY OWNEK3R›['HORI7EI) AGENT: Signature: ,4—r----2-- Date: Print Name: gam' f{ L✓ 6..;""5-`1— — Day Telephone: 24"6-1(2-3 'SCI,S3— Matlmg Address: 2-9#( S ! .,71.( LA./44 tAA--- ft3;02,-.3 6/2‘(/4 - City H:\Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh State Zip Page 4 of 4 0 BULLETIN A2 0 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME X7,14 -1 Pao S Lf -c G PERMIT # - aide S, )37 A 5 . ) If you do not 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 $250 (1) Erosion prevention 2.:5o Water/Sewer/Surface Water - 156o,/' //be.° 65 po Road/Parking/Access 750 A. Total Improvements 6 0 0 0 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. /5 b C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) $ 1,.5 D (4) 5. Enter total excavation volume Ict 5 cubic yards Enter total fill volume / 0 J cubic yards Use the following table to estimate the grading plan review fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE . 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 $ (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 4 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 02/21/17 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ 150 (6) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement mitigation fee. Approx. Remaining Years Pavement Overlay and Repair Rate t(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. $545b QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 ' 51 —100 $37.00 101— 1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 02/21/17 2 (8) $ JO (9) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter - Deduct ($25) B. Flood Control Zone ($52.50 - includes Technology Fee) C. Water Meter - Permanent* K 2. D. Water Meter - Water only* E. Water Meter - Temporary* * Refer to the Water Meter Fees in Bulletin Al Dt7 Total A through E $ 112 (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) B. Allentown Sewer (Ordinance 1777) C. Ryan Hill Water (Ordinance 1777) D. Allentown/Foster Pt Water (Ord 2177) E. Allentown/Foster Pt Sewer (Ord 2177) F. Special Connection (TMC Title 14) G. Duwamish H. Transportation Mitigation I. Other Fees $ = Cash Register Receipt City of Tukwila DESCRIPTIONS .PermitTRAK I ACCOUNT QUANTITY PAID $62,384.60. D17-0174 Address: 5230 S 137TH ST Apn: 0003000099 $15,768.42 1 INCH iC $7,130.00. 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 CASCADE WATER ALL-SPRINKLERED B640.237.500 0.00 $6,005.00 DEVELOPMENT $5,016.07 PERMIT FEE R000.322.100.00.00 0.00 $5,011.57 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING• $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $550.50 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $150.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $150.00 GRADING PLAN REVIEW R000.345.830.00.00 0.00 $37.00 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $54.50 FILING AND RECORDING FEES R000.341.200.00.00 0.00 $159.00 TECHNOLOGY FEE $282.85 TECHNOLOGY FEE R000.322.900.04.00 0.00 $282.85 D17-0238 Address: 11866 42ND AVE S Apn: 3347400280 $46,616.18 0.75 INCH $6,630.00 CONNECTION CHARGE R401.379.002.00.00 0.00 $60.00 METER/INSTALL DEPOSIT B401.245.100 0.00 $490.00 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 CASCADE WATER ALLIANCE B640.237.500 0.00 $6,005.00 Date Paid: Tuesday, October 10, 2017 Paid By: CARY LANG CONSTRUCTION INC Pay Method: CHECK 25061 Printed: Tuesday, October 10, 2017 10:42 AM 1 of 2 ?SYSTEMS Cash Register Receipt City of Tukwila Receipt Number R12529 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $62,384.60 D17-0238 Address: 11866 42ND, AVE S AO: 3347400280 $46,616.18 DEVELOPMENT $3,774.52 PERMIT FEE R000.322.100.00.00 0.00 $3,770.02 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR I R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 I 0.00 $252.00 PUBLIC WORKS $1,587.38 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $150.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $150.00 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $23.50 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 SEWER SERVICE FEE $20,400.00 SEWER ALLENTWN/RYAN/FOSTER PT R402.379.004.00.00 0.00 $20,400.00 TECHNOLOGY FEE $219.23 TECHNOLOGY FEE R000.322.900.04.00 0.00 $219.23 WATER SERVICE FEE $11,216.05 WATER ALLENTWN/RYAN/FOSTER PT TOTAL FEES,,PAID BY RECEIPT: R12529 R401.379.004.00.00 0.00 $11,216.05 $62,384.60 Date.. Paid: Tuesday, October 10, 2017 Paid By: CARY LANG CONSTRUCTION INC Pay Method: CHECK 25061 Printed: Tuesday; October 10, 2017 10:42 AM 2 of 2 C. sYSTEMs Cash Register Receipt ;City of Tukwila ; ; :1. Receipt Number R11809 DESCRIPTIONS ACCOUNT QUANTITY PerrnitTRAK z�, :. ' a: G , :..zs tt , - �; t�. 7 Sar y ,lf/ A. : s „.F.r VfA' .4 R0. �• PAID :� l . z ,' D17-0174 ., Address:'5230 S 137TH?ST r., -Apn: 00030000991+• ,� „ '• Fr r r �.,,'` vy 't " r 3,5 2t�' :$ .07'5 DEVELOPMENT'„'.. ': _ e. Y $3,257.52 PLAN CHECK FEE R000.345.830.00.00 0.00 $3,257.52 . PUBLIC WORKS r ” .. r r ,, $250.00 , BASE APPLICATION FEE R000.322.100.00.00 TOTAL FEES PAID BY RECEIPT: R11809 0.00 $250.00 $3,507.52 Date Paid: Monday, June 26, 2017 Paid By: CARY LANG CONSTRUCTION Pay Method: CHECK 24878 Printed: Monday, June 26, 2017 12:52 PM 1 of 1 CSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P137' ?Tt r�cc cAi ; g rigAL Address: 1361.533 Ave. 5. Date Called: Special Instructions: Date Wanted:�1 ,� 5/24/7-01:5/24/7-01:a.m , p.m. Requester: Phone No: gApproved per applicable codes. ' El Corrections required prior to approval. COMMENTS: ; /Eli el_ /:-.1614-4E4- ..21t7t/*eZ) Inspector:' Date: 5. .2i7624 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit tri -0111 PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project l37'�♦SA: Piro rt 4 T e of Ins ection: • F F 1 en ► h5 J-P�St o t` Address: ttp 134 f 153--A�� Date Called: Special Instructions: Date Wanted: 5 - Zy _ o/ a.m.' •p.m. Requester: Phone No: MApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: "74zr ??r - o REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NQ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 01-1-0174F Project:Type of Inspection: h&PAL Address: 53�Ave..1`. . _ 4 Plumb I n Special Instructions: Date Wanted: 5-21!- Zril a.rn p.m. Requester: Phone No: ❑ Approved per applicable codes. E Corrections required prior to approval. COMMENTS: ezkals `f lum F'4L Inspector: Date 2Y -zee REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit D1770171 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Thi c -i.. Pro]p_e_,--t. Typle of In pection: "W adiry -T-Alscaeol Address:/37— X361153 Avg. �. Date Ca ed: ,--,....._ 011,11P__ Special Instructions: Date Wanted:., 5-9-20/3 p.m. aje c. Ali G ccS'S (To 0 - ) Requester: �-u/' � 2, et.ct- (iii re o,cj- 6, `' Amis' Phone No: �' /- 2()6 - II Z 3 --50.5.5. Approved per applicable codes. Corrections required prior to approval. COMMENTS: Fc)e;.tr CP (`t ` _ is LtCe_c) kd, 011,11P__ . 1 c ,,.r 71-/ri 4 '- >IIs - AALLc aje c. Ali G ccS'S (To 0 - ) r -d _G,' ac_GeSs, LA - 2, et.ct- (iii re o,cj- 6, `' Amis' ',1 t& g Cr ti rz j u5uz cI e, —a REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1� J 2 - INSPECTION NO. INSPECTION RECORD Retain a copy with permit Dri-DI7' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 j P137�'£- ef PFJc1i": Typ of Inspection: �� w,b Address: 561 53'4Ave_ B,1Fi Ana_.1 Ay -5, f.'iK[�eeSce J4 Special Instructions: Date Wanted:m. Requester " " Phre No. c0) 923 -505-" LIApproved per applicable codes. Corrections required prior to approval. COMMENTS:r • f L.0 rl1lna F/AJ&L. — J ►Kornpto Ana_.1 Ay -5, f.'iK[�eeSce J4 gire_ z (A—> G�. )loe49c - yowl/ iwen G " 6 F- 7i a4A,vvil .f.Q • 6 AS P pc_ R — 4y,, vive.4e '03 A,,/ a`l °c�Zc� .s t rfiret'p Inspector: X0 (i41t.-.---. `� Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • 1 INSPECTION RECORD (l Retain a copy with permit pi9-01 INSP ION NO. 7-1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 73 /37 ' 01, Projca Type of Inspection: E &tp+ EFF. ,..t'tea,, 136 Cl 53d4re._. £i 47 e -1 Fi IQ Special Instructions: Med,.E vitt. EFF Mec�, �'��r� Date Wanted: (--.777. 5-7-200 Requester: C ick-rY Phone No: 246 -L/23 -S055 ❑ Approved per applicable codes. orrections required prior to approval. COMMENTS: l- o Medel;c AL E U £F- • ', Fid a_ I n con, .--1 1) , l e. 74 c vI z yo /4/e (J, i- , ex--/o,r , Sea,( pPn "r-.0,40 l,6 Q -i- I' pj 3, ..S'2cc..rc 9/1-s tLe, Lint' 9 !AWL 0 A &ASskove• 4) I4 -en i, D►� er 1 Le - c,-",///fi�e /i /J dJ °1 �iG S( 7.0,1.Ch.4, Inspector: Date:3- / 0 -2D/es REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO INSPECTION RECORD Retain a copy with permit 'DM -0 I 5 Z PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:Type 1CA Ti -f -fir _ of Inspection: Frimi t t4.3 Address: /26 LI ? :Elf lee r -i AVE, Date Called g. 5- I0 - �2v Special Instructions: p Ale pick U evidp 149 ems/ 7 Date Wante S- /d a.m. • 2e lfs Requester: !L Phone No: —331/2' Approved per applicable codes. Corrections required prior to approval. COMMENTS: G' Era vv,,o5 6/1 elgrvy/ p Ale pick U evidp 149 ems/ 7 p r- V2-#'!0 !/inj 5G( <Q -c -it at mt. C e-! l/vis , ,0 -(---tifG� P Rnet-'I 41-2 • raa i1 rS a -� Ae Ie.a.440A) r - Scor ►exn , 7-.T‘ Aid+ er--°"-461 nspector: -- Date: 5, /0_ 204 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO., CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188' (206) 431,-3670 Permit Inspection Request Line (206) 438-9350 Di7-6179. Project: /37 077 Pfia.►CC7 Type of Inspection: D Address: 52 70 S / 777.1- 5'7 Date Called: Special Instructions: Date Wanted: -3i-i8 a.m. p.m. Requester: Phone No: fit .4 per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: a1- fe REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit. Inspection Request Line (206) 438-9350 Project: cam - w fro-- ill 3 0141-7pi Type of Inspection: 1f L- I NsL)L M7d.VV Address: /711- 5,PRA a-C,— 4001,4, itaprifyram A/ ' CSL LA -A -776 S', - Date Called: Special Instructions:Date -x-52 3/ 5; . (37 'r_, Wanted: 1- -te`18 a.m p.m. Requester: Phone No: pproved per applicable codes. Corrections required prior to approval. COMMENTS: cam - w fro-- ill 3 0141-7pi p Oic- 'izz fdfiz a) .g779 -"R r 4001,4, itaprifyram A/ ' CSL LA -A -776 S', - Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be - paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Di7-0317` 6300 Southcenter Blvd., #100, Tukwila: WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: /37 3'i 7 PRo.ikcr Type of Inspection: fRi4Ntl Alc 111>Ck/,V6 lelb6R, fiA 3RD/LoA Address: 5230, .9, I.3 7TH Ss Date Called: -.7) Special Instructions: 411 NG. 6-z-/NCT Date Wanted: /'2S li Ca. p.m. Requester: Phone No: Approved per applicable codes. �Corrections required prior to approval. COMMENTS: I. fihfilti bonws 4/ 1,eA en -/L/4' - 1,//r/ 111>Ck/,V6 lelb6R, fiA 3RD/LoA ./f//4r'® - .2A40 2, R60r 11-801/4 ,0 , 32D sMi,es - 2) /a S°1 -)L i Ci - .2> < 6 N6'4IJ; 'n i y9 -L. h'4' /6,C"R S, WA -Ll - r R aXjZ, / ;V(4/ doiLmn - f of- s 7Thu ,cid fR r4O ,+f - c M'7- owM-LV€IZ /N in* /+/i`, 77- ,i' i - /fil s' , <,o 60040 ,i� ED 101 -4 -Mg i X55 o- z��6--- Inspector: Date: /_.2i_/6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 biz -o I7 / Project: Type of Inspection: Ram 164 C- PP PiNG Address: . /37 » an ?lam.)f Cr Date Called: Special Instructions: c5 -50 3, /37i ,t2r i+'ave,,t 015 P/"F I`z6C)4,' IY ecli/tAnC 4-L Date Wanted:l �" Hp/ 1-l0 a.m : .m. Requester: Phone No: NApproved per applicable codes. E ] Corrections required prior to approval. COMMENTS: ok- R0064 -i- IN Q1 -Y ft ;Or OR— RL) ft 1-61 rw 1-1 Q C,l-L Inspector: Date: --17--(8 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D7 -017'f Project: Type of Inspection: poi)64-1- pulyrvvpi N 6 Address: 137 57 PRO. — Date Called: Special Instructions: 5250 6) /3777//-1-/ // Date Wanted: a.m Requester: Phone No: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 644- RcOG-> -IN nolvt elN Gr Inspector: Date: /—q–/6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 X17- 017 `i Project: /37m Sr; Pi Jac r- Type of Inspection:/tpf 5/ WILL. 5i -) EATING/ s 1-4 111 t4 Address:a 5' /3777t 3 %7 Date Called: Special Instructions: Date Wanted: i 2 'ze -) 7 m. m. Requester: Phone No: Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: of Moore SH,64-7' Inspector: Date: 12-28-,7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit D17 -e.7' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:J/� /377741 577 IACOCCA— Type of Inspection: �� �fl�,' £w1 jj > FRAMING-- ` R IN--- Address: Date Called: /HIP 7 Ca.m p.m. Special Instructions: Date Wanted: Requester: Phone No: 'Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 251.4 — v,ND;RFLo6R F -141141/1(6 - Inspector: - '141/1(6 - Inspector: Date: //4 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (c) INSPECTION NO. INSPECTION RECORD Retain a copy with permit D17 -617Y PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670, Permit Inspection Request Line (206) 438-9350 Project: n� r' Type of Inspection: `MA/WS 17A/6--d/l /W S /37 r i'RG ccT Address: 5230 5, /3 7777- Or: Date Called: Special Instructions: 60.7776— Rf t l , Date Wanted: 1/--/5,/7 a.m. p.m. Requester: Phone No: la Approved per applicable codes. �J Corrections required prior to approval. COMMENTS: — DRA-ALS Inspector: Dater 3 I % REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Ibi7 -0171 Project: 43 77774 ST Type of Inspection: fovIva rrroAi tui4-i-c.. Address: 6236 Zd`c /'37%I J" -7W fir- S-77 Date Called: Special Instructions: /9?l�.1-'i Date Wanted: 8-0'/7 p.m. Requester: Phone No: Approved per applicable codes. COMMENTS: LJ Corrections required prior to approval. zs — rot) CW S_ Inspector: .�s Date: j REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D17 -61741 Project: /377# Sr Ms-Wc-T Type of Inspection: ti 17 N G— Address: �� 5; (37271- S Date Called: Special Instructions: fRJ Dkr Date Wanted: //-6 "i 7 a.m. p.m. Requester: Phone No: Approved per applicable codes. O Corrections required prior to approval. COMMENTS: fos 771‘16— Inspector: Date: §-0—f.7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1�-s-Z2.a r PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type /CLUE E. Ls�- of Inspection: / 7, -./ -- /-�ydro Address: Suite #: C 2-3 0 .S 1 3-)-1.\-\ Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: .a Monitor: Pre -Fire: Permits: Occupancy Type: 9.._ h�N,-(- ASS t u1 ( 4 2 -p. --- . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector`s - •Pki 6-3 Date: 5 -,/Z -z1/ 5 Hrs.: Z 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a `copy with perimit W/ j PERMIT NUMBERS I CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: � / Ulm.- (� � ' Corr Co Type of Inspection: C- U Address: Suite #: �� � e� S_ /5.7,15,r_ Contact Person: Special Instructions: j I Phone No.: •Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: 61/(, `f V CV v pfe.:' . A`e /& / e0J (9) L/1,4,l C? fze,iil 1 ;Al/v) l ( Y /lf, se -GG S. Pre -Fire: Permits: Occupancy Type: x Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: - 71 -"kis Date: i/.3// Hrs.: / f -/ 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information L23752=3: This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date • _ _ "All;Climate;Zones _ '�,:�-. R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 Skylight U -Factor n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a Ceiling' 491 0.026 Wood Frame Wall9'" 21 int 0.056 Mass Wall R -Value' 21/21h 0.056 Floor 309 0.029 Below Grade Wall`' 10/15/21 int + TB 0.042 Slabd R -Value & Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 2 2011 City of Tukwila BUILDING DIVISION Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits ❑ Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. l] 2. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in #1 or #3. Exception: Dwelling units secit'rp1t-METIO#1 ,1t„hAl require 2.5 credits. ❑ 3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. ❑ 4. Additions less than 500 square feet: .5 credits RECEIVED JUN 2 6 2011 PERMIT CENTER Table R406.2 Summary Option Description Credit(s) 1a Efficient Building Envelope la 1b Efficient Building Envelope lb 1c Efficient Building Envelope lc 1d Efficient Building Envelope ld 2a Air Leakage Control and Efficient Ventilation 2a 2b Air Leakage Control and Efficient Ventilation 2b 2c Air Leakage Control and Efficient Ventilation 2c 3a High Efficiency HVAC 3a 3b High Efficiency HVAC 3b 3c High Efficiency HVAC 3c 3d High Efficiency HVAC 3d 4 High Efficiency HVAC Distribution System 5a Efficient Water Heating 5a 5b Efficient Water Heating 5b 5c Efficient Water Heating 5c 5d Efficient Water Heating 5d 6 Renewable Electric Energy Total Credits *Please refer to Table R406.2 for complete option descriptions 0.5 2.0 ❑ 0 p 1.0 p 0.5 D 1.5 0.5 *1200 kwh 0.0 orik 1.0 0.5 0.5 1.0 1.5 0.5 1.0 1.0 1.5 1.0 1.0 0.5 1.0 1.5 0.5 Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R -values are minimums. U -factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R -value of the insulation from Appendix Table A101.4 shall not be less than the R -value specified in the table. b The fenestration U -factor column excludes skylights. The SHGC column applies to all glazed fenestration. ` "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. Reserved. g Reserved. h Reserved. The second R -value applies when more than half the insulation is on the interior of the mass wall. Reserved. k For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38. Reserved. "' Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Table R402.1.3 Footnote a Nonfenestxation-U=factors-shall-be-obtained-from-measur_ement,-calculation or an approved source or as specified in Section R402.1.3. Window, Skylight and Door Schedule Project Information Contact Information L2s3375�23�_ Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Component Description Ref. U -factor Ref. U -factor ENTRY DOOR 0.20 ENTRY 0.28. ENTRY 0.28: ENTRY 0.28 GREAT ROOM - f �� 0.28 GREAT ROOM 0,28 DINING ROOM 0.28 DINING. ROOM 0.28._ ,DINING_ ROOM 0.28 BUTLER PANTRY 0.28 KITCHEN 0.28 D.EN 0.28 Width Height Qt. Feet Inch Feet Inch Width Height Qt. Feet Inch Feet Inch 3 2 2 6 8 5 8 2 4 12 8 5 8 5 1 1 4 1 1 1 6. UPPER ENTRY 0.28. UPPER -ENTRY 0.28 MASTER SUITE 0.28 MASTER BATH 0.28 BEDROOM. 2 0.28 LOFT 0.28 - BEDROOM 3 0.28 BEDROOM 3 0.28 BEDROOM 4 0.28 GARAGE/DWELLING DOOR 0.20. 1 4 6- 1 8 8 4 1 1 5: 4 1 1 7 6 4: 1 2 6 1 6 7 6- 4 1 8 6 8 Area UA 0.0 0.00 0.0 0.00 Area UA 20.0 4.00 40.0 11.20 40.0 11.20 16.0 4.48 16.0 4.48 96.0 26.88 40.0 11.20 40.0 11.20 16.0 4.48 4.0 1.12 8.0 2.24 30.0 8.40 6.0 1.68 40.0 11.20 32.0 8.96 30.0 8.40 20.0 5.60 6.0 1.68 30.0 8.40 3.8 1.05 30.0 8.40 17.8 3.56 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Overhead Glazing (Skylights) Component Description Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Ref. U -factor ... Width Height Qt. Feet Inch Feet Inch Sum of Overhead Glazing Area and UA Overhead Glazing Area Weighted U = UA/Area 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 ,- 0.00 0.0 - - 0.0 0.00 �_ - ------ Overhead Glazing (Skylights) Component Description Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Ref. U -factor ... Width Height Qt. Feet Inch Feet Inch Sum of Overhead Glazing Area and UA Overhead Glazing Area Weighted U = UA/Area 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 581.5 159.81 Area 0.27 UA 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.00 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 581.5 159.81 Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing (window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average U -factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2015 WSEC. Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop-down options, please call the WSU Energy Extension Program at (360) 956-2042 for assistance. Project Information 12,t3752.-- Heating 2=3752 Heating System Type: O All Other Systems Contact Information 0 Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions (� Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) Average Ceiling Height Instructions Average Ceiling Height (ft) Glazing and Doors Instructions Skylights Instructions Insulation Attic Instructions R-49 Single Rafter or Joist Vaulted Ceilings Instructions Above Grade Walls (see Figure 1) Instructions Floors Instructions R-21 Intermediate GI Design Temperature Difference (OT) AT = Indoor (70 degrees) - Outdoor Design Temp !8.5. U -Factor X 0.30 U -Factor X 0.50 U -Factor X 0.026 U -Factor X No selection U -Factor X 0.056 U -Factor Below Grade Walls (see Figure 1) Instructions Select R -value V Slab Below Grade (see Figure 1) Instructions Slab on Grade (see Figure 1) Instructions Select R -Value Location of Ducts Instructions Unconditioned Space 0.025 U -Factor X No selection Conditioned Volume 31,892 Area Area Area 774231— Area ,237' Area Area X3;587; , Area 2,2-37:° Area F -Factor X Length No selection F -Factor X Length No selection Sum of UA = UA 114.60 = UA = UA 58.16 UA UA 200.87 UA 55.93 UA UA Duct Leakage Coefficient 1.10 Envelope Heat Load Sum of UA X AT Air Leakage Heat Load 15,844 Btu / Hour VolumeX 0.6X AT X.018 Building Design Heat Load 35,604 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 39,164 Btu / Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 54,830 Btu / Hour Building and Duct Heat Loss X 1.40 for Faced Air Fumace Building and Duct Heat Loss X 1.25 for Heat Pump UA 46 429.56 19,760 Btu / Hour STRUCTURAL CALCULATIONS FOR THE CARY LANG CONSTRUCTION RESIDENTIAL PROJECT Plan L2-3752-2 June 21, 2017 REVIEWED FOR CODE COMPLIANCE APPROVED Job No. : 13-082 Location: 5230 South 137th Street Tukwila, Washington Copyright 2017, SEGA Engineers SEP 2 2 2011 City of Tukwila BUILDING DIVIMION RECEIVED CITY OF TUKWILA 2 s 2017 PERMIT CENTER SEGA Engineers/ /Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 STATEMENT OF WORK SEGA Engineers was asked to provide a lateral loads analysis, shear wall design, review of major framing members and foundation, and drawing red -lines for a two-story wood framed single family residence. The roof framing is both 2x rafters and manufactured trusses, the floor framing is 2x dimensional or wood I - joists, and the foundation is typical concrete strip footings with a crawl space. The application and use of these calculations is limited to a single site referenced on the cover sheet. The cover sheet should have an original signature in blue ink over the seal. The attached calculations may or may not apply to other sites and the contractor assumes all responsibility and liability for sites not expressly reviewed and approved. Please contact SEGA Engineers for use at other sites. SEGA Engineers will use that degree of care and skill ordinarily exercised under similar circumstances by members of the engineering profession in this local. No other warranty, either expressed or implied is made in connection with our rending of professional services. For any dispute, claim, or action arising out of this design, SEGA Engineers shall have liability limited to the amount of the total fee received by SEGA Engineers. Questions regarding the attached should be addressed to SEGA Engineers. Greg Thesenvitz, PE/SE SEGA Engineers SEGA Engineers,, / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Project L2-3752 Job No. 13-082 By: GAT Checked Date: 01/18/17 Sht 1 Design Criteria International Building Code (IBC), 2015 LOADS Roof DL 15 psf LL 25 psf Floor DL 12 psf LL 40 psf Wind Risk Category II Design Wind Speed 110 mph KZt 1.00 Exposure B Seismic Design Category SOS Response Factor D 1.00 6.5 Cs = 0.154 Importance Factor 1.00 Soil Allowable Bearing 1,500 psf (Veit) SEGA Engineers, / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Project L2-3752 Job No. 13-082. By: GAT Checked Date: 11/16/13 Sht 1 LOADS ROOF DL Roofing (Comp) 3.5 psf 1/2" OSB 1.8 2x @24" • 3.5 Insulation 1.1 5/8' GWB 2.8 Misc. 1.5 LL FLOOR Snow, Pf Reduction, Cs 7/12 pitch = 30 deg 14.2 psf 25 psf 0.00 (115% Load Duration) (Ct = 1.1, other surfaces) Total Roof Load 39.2 psf DL Flooring 0.5 psf 3/4" Plywood 2.3 2x12@12"oc 4.4 5/8" GWB 2.8 Misc. 1.5 11.5 psf LL Residential 40 psf Total Floor Load 51.5 psf DECKS DL 2 x Decking 4.3 psf 2x10@16"oc 2.8 Misc 1.5 8.6 LL WALLS Residential 40 psf Total Deck Load 48.6 psf DL Siding 3.5 1/2" Plywood 1.5 psf 2x6@16"oc 1.7 Insul 0.6 1/2" GWB 2.2 Copyright 2013, SEGA Engineers 9.5 psf SEGA Engineers / Structural & Civil Consulting Engineers 22939 SE 292nd Place Black Diamond, Washington 98010 (360) 886-1017 llam'r' )iiv:6 f70c2_:)3r e Cov in e--- PROJECT L Z 37 S'Z JOB NO. 13-0 g3 Z CHECKED BY FIGURED BY0- DATA 1/2 L/p SHEET Z OF = ()( 9'Sr) t i°° --t (3C-4914)(4,11z 3� z)( jr 1, 3 iv) ° 4v C ' -7 6a.°1/ tryk.c- oi Y/plJ\ : `), V- Z 0T4s()4vP9(zi';if 4,Lsl��27 e C3z)L4-00- ) ( k ) Z,/moo" co -`z- (►ToCS",,11.) -Hdo i t -c _ 400?'‘ -t (41")(4,1))- (4 ()1)L L --C` /0,V ' bu /4) 3%zA- jn r rr v v kik,/i,,s 413- 3/z Z t o1 4S (co'iv 1CVit * a7-L(2,-ot)'1":Z76ox)o� /,t w ()CsoPn_ v ; 10 t,t, ) .1 4k- 0 (44/JP) '-: -S73 3ci Copyright 2013, SEGA Engineers 3%z.,�-- SEGA Engineers / Structural & Civil Consulting Engineers 22939 SE 292nd Place Black Diamond, Washington 98010 (360) 886-1017 figMJfr 1 4_ 641-4 UE ptvz_mnCZsi)Z d ZZ C 0, LA-Lv/P9 _ 7,1'1 PROJECT Lz - 37SZ JOB NO. "1-016 7_ FIGURED BY 6 -141 - CHECKED BY DATEI'J/L/3 SHEET_ OF 670 of' �rL (-as = v � 4 c (0. vz.V/G+)(z..s, 3)31 c kl ' ,d i // n fir'` y , 1 } ( 31-z-_) l4cat1r, t-1 d dot ( i) (3O p sin 6')1' - et $ r, V - z ( j, (K /1C): s Jr (/.' 1`4A)`41 )3 % z S2 r 101 x,, 2 Ok 074- 31/Z x 14LA Copyright 2013, SEGA Engineers SEGA Engineers Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Project L2-3752 Job No. 13-082 By: GAT Checked Date: 11/16/13 Sht. 4' LATERAL LOADS - (Alternate ASD) SEISMIC Maximum Base Shear, V = F SOS W R where, F = 1.1 Two -Story Building Sps 1.00 Ss = 1.5 Fa = 1.00 R = 6.5 Table 12.14-1 W = Seismic Weight For W: Eq. 12.14-11 (Table 11.4-1, Ss > 1.25) Wroof= (40ft) (44ft) (20psf)+ (2) (40ft+ 44ft) (4.Oft) (9.5psf) = 42 kips Weoor= (40ft) •(48ft) (14psf)+ (2) (40ft+ 48ft) (8.5ft) (9.5psf) = 41 kips Wtota, = 83 kips Design Base Shear , V = ( .169) (83 kip) = 14.0 kip E = 14.0 kip = 10.0 kip 1.4 WIND Design Wind Pressure, IN = A Kn Poo Eq. 28.6-1, Sect. 28.6.3 where, k= 1.00 = 1.00 = 1.00 = 1.00 = 1.05 0- 15ft 20 ft 25 ft 30 ft 35 ft Exposure B Figure 28.6-1 Kn = 1.00 Section 26.8 Pso = 17.7 psf 110 mph Figure 28.6-1 (ASD) Po -15 = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf (x 0.6 = 10.62 psf) P20 = (1.00) (1.00) (17.7psf) = 17.70 psf (x0.6= 10.62 psf) P25 = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf (x 0.6 = 10.62 psf) P30 = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf (x 0.6 = 10.62 psf) P35 = ( 1.05) ( 1.00) (17.7 psf) = 18.59 psf (x 0.6 = 11.15 psf) Design Base Shear: (Wind) Vr�n= (40ft) (10ft) (17.7psf) + (40ft) (5ft) (17.7psf) + (40ft) (5ft) (17.7psf) + (40ft) (5ft) (17.7psf) + (40 ft) (1ft) (18.6 psf) =18.4 x 0.6 = 11.1 kips Therefore, Vs/5= (57ft) (10ft) (17.7psf) + (52ft) (5ft) (17.7psf) + (50ft) (5ft) (17.7psf) + (35ft) (5ft) (17.7psf) + (4 ft) (1 ft) (18.6 psf) =22.3x0.6 = 13.4 kips Wind Loads Govern for Lateral Design - Front/Back Wind Loads Govern for Lateral Design - Side/Side Copyright 2013, SEGA Engineers SEGA Engineers PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place Black Diamond, Washington 98010 (360) 886-1017 � L �41E \44(J ArFlIAAk=)16 ii 21'}O t (S)(1ra c e l r t') (lb, t l (V WitsD c )7-* 27 . 44fr/r7.-) ?6)1 t Z - JOB NO. ' s_LoZ FIGURED BY 6,4.) -- CHECKED x,4,1CHECKED BY DATE (-1(13 SHEET OF VFc rf q)(io') 04 Lill') 41Q, 7 (eept i 40(0 .144- - W4 t Z Fl oat � L20 �t�\(Jd Aj 9' ,t,� :. /=/L4. P 7"' 711.7°M ASV Pm* = 404.# 3, «d'74s i = 7Q1 -1`L 4)4144 y40/ z /1-211. . 4' Z) J Ze " tip te.r. Copyright 2013, SEGA Engineers % = 0, 41 L / 4' X !' 6' -577 V=r00 ishite 9' SEGA Engineers PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place Black Diamond, Washington 98010 (360) 886-1017 LZ---•3 JOB NO. FIGURED BY 64.1 - CHECKED BY DAT to/ SHEET CO OF ts/4LL SEs/4rl (G 01%47) ::Sy x414 -t !ReF-_-_-_y_ctfinuit"-Lnacnfie;itrielly5i)ocvsk ps cto,i).-7ti-e.1-_ auk Z't012..# Z(�' �`or r " t4:) Uo')43 ; °4114/ � ` y � S [>,S ��. C?t 3Z, Jo')L)o,ix?F 1,6/1.009 1, 9(0 ?��S -za (r"`"r goo= "- r ( i' ' (ii z''�'` i- (-cziiisl (o, 411-APY-ciiiii=itpa- 3, eiRr7% ), Copyright 2013, SEGA Engineers 1' $t`io si))111ft r • tb L = r R' t5' r /co -,r Z.Si*. AT SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place Black Diamond, Washington 98010 (360) 886-1017 --5�1 - 14 - s/6 ) soet \/ 7 JOB NO. / 3, 087_ FIGURED BY �'F"� CHECKED BYDATE c1"//3 SHEET 1 OF --Ftwea Vr - 3111-71'(=-7_'-' )t)Q,! " 6,6 47 : _3 -Co P i Si X pt-230pi,z G_ , /3 �1 33 SI/041,r Copyright 'f/►)41,- R2°0 ye= (,Z3(,0' )00, 'cJ)t /)Mee ):: I)) /7, )t7 f" Copyright 2013, SEGA Engineers 13431d- Li ioa SEGA Engineers/ /Structural & Civil Consulting Engineers PROJECT 1_2-3152 22939 SE 292nd Place • Black Diamond, Washington 98010 JOB NO. (380) 888-1017 • FAX 886-1018 13-082 FIGURED BY GAT CHECKED BY DATE 11/16/13 SHEETS OF S SHEAR WALL SCHEDULE Remarks (4) 0. o q I I Co 0 o % I I 0 u) w a/fƒ o m Co $ % 0_ % „ E c F O E D 2203 D \ Anchor Bolts (3) d o .. 2 @ co d o / @ 7. co ci 6 / @ co Sheathing Nailing (1) Li o G U 2 d o © 3 d d G @ 3 Minimum Sheathing (1) o co /O o O co / E (.0 / / A C A E Co 1E Q b #_� Co as k% ¥ Co _C = 5 % Co Cl) 2 z 0 � :0 _�� a Co %2/ co a. / o 0 a) c as / -0 / Co / 6 f = m a Co @ \ o a) -Co R = o 0 Co 2,_= _o S = ƒ 0_ k c ca = a = a) $ k/2 Co o/ 2£ 0 0—Fri _ C f E \ 0 = \�0 0 �c/ L Co 7 ._ o f o / $ o >, f % 2 § To 0 Co E S . k = /// al $f �o Co �_& co •- •- ff 2 ///= E E2 Co.) A _ = 2 a $ ¥ / Co 2 f o _ Co 2 .7 Co � Co e ® % E k -0 % (0 k / c Co / 2 k 2 %= i 2 = a) o c o =ee Co .E7 @_ 2 0 e » g .� 3¥ /5.;.! 8 -o/ j E / 0 Co Co-.. o D 0 D 0 D D 0 0 0 0 p 7 7 Geotechnical Engineering Report Residential Development 5230 S 137th St Tukwila, Washington P/N 000300-0099 June 15, 2017 4/VAN prepared ffor: Car Lang Construction At enton (Cary Lang 2981524t Ave SE Federal Way, Washington 98023 RECEIVED JUN 3 0 2017 TUKWILA PUBLIC WORKS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 2 2017 City of Tukwila BUILDING DIVISION prepared by: Migizi Group, Inc. PO Box 44840 Tacoma, Washington 98448 (253) 537-9400 MGI Project P988 -T17 RECEIVED CITY OF TUKWILA JUN 2 6 2017 PERMIT CENTER Dryontl- TABLE OF CONTENTS Page No. 1.0 SITE AND PROJECT DESCRIPTION 1 2.0 EXPLORATORY METHODS 2 2.1 Test Pit Procedures 2 3.0 SITE CONDITIONS 3 3.1 Surface. Conditions 3 3.2 Soil Conditions 3 3.3 Groundwater Conditions 4 3.4 Infiltration Conditions 4 3.5 Seismic Conditions 4 3.6 Liquefaction Potential 5 4.0 CONCLUSIONS AND RECOMMENDATIONS 5 4.1 Site Preparation 5 4.2 Spread Footings 7 4.3 Slab -On -Grade -Floors 9 4.4 Drainage Systems 9 4.5 Structural Fill 10 5.0 RECOMMENDED ADDITIONAL SERVICES 11 6.0 CLOSURE 12 List of Tables Table 1. Approximate Locations and Depths of Explorations 2 List of Figures Figure 1. Topographic and Location Map Figure 2. Site and Exploration Plan APPENDIX A Soil Classification Chart and Key to Test Data A-1 Log of Test Pits TP -1 and TP -2 A -2...A-3 0 0 0 0 D 0 0 D a 0 0 0 7 1 7 7 MIGIZI GROUP, INC. PO Box 44840 PHONE (253) 537-9400 Tacoma, Washington 98448 FAX (253) 537-9401 June 15, 2017 Cary Lang Construction 29815 24th Ave SW Federal Way, WA 98023 Attention: Cary Lang Subject: Geotechnical Engineering Report Residential Development 5230 S 137th St Tukwila, Washington P/N 000300-0099 MGI Project P988 -T17 Dear Mr. Lang: Migizi Group, Inc. (MGI) is pleased to submit this report describing the results of our geotechnical engineering evaluation of the proposed residential development in Tukwila, Washington. This report has been prepared for the exclusive use of Cary Lang Construction, and their consultants, for specific application to this project, in accordance with generally accepted geotechnical engineering practice. 1.0 SITE AND PROJECT DESCRIPTION The project site consists of an irregularly-shaped, 0.38 -acre, residential parcel located immediately northwest of the intersection of S 137th St and 53rd Ave S in Tukwila, Washington as shown on the enclosed Topographic and Location Map (Figure 1). The subject property is fully developed, with an existing residence originally constructed in 1902 being situated centrally, within the western half of the parcel, and a detached garage occupying the northeast corner of the project area. A smaller gazebo is also located immediately east of the residence. Access to the property is gained through two locations; a smaller driveway located towards the northeast corner of the parcel, adjacent to the detached garage, and the primary driveway located towards the southeast corner of the project area. Improvement plans involve the demolition of existing site features, and the eventual short -plat of the property. The short -plat will divide the property north/south into two roughly equidimensional Page 1 of 12 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 Cary Lang Construction — Residential Development, 5230 S 137th St, Tukwila, WA Geotechnical Engineering Report June 15, 2017 P988 -T17 parcels. Each lot will be potentially developed for residential purposes, with preliminary plans having the southernmost resultant parcel being developed first. Site produced stormwater will be retained on site if feasible. 2.0 EXPLORATORY METHODS We explored surface and subsurface conditions at the project site on June 9, 2017. Our exploration and evaluation program comprised the following elements: Surface reconnaissance of the site; • Two test pit explorations (designated TP -1 and TP -2), advanced on June 9, 2017; and • . A review of published geologic and seismologic maps and literature. Table 1 summarizes the approximate functional locations and termination depths of our subsurface explorations, and Figure 2 depicts their approximate relative locations. The following sections describe the procedures used for excavation of the test pits. TABLE 1 APPROXIMATE LOCATIONS AND DEPTHS OF EXPLORATIONS Exploration Functional Location Termination Depth (feet) TP -1 TP -2 Centrally, southern half of the parcel South of the existing detached garage, east of the existing residence 8 8 The specific number and locations of our explorations were selected in relation to the existing site features, under the constraints of surface access, underground utility conflicts, and budget considerations. It should be realized that the explorations performed and utilized for this evaluation reveal subsurface conditions only at discrete locations across the project site and that actual conditions in other areas could vary. Furthermore, the nature and extent of any such variations would not become evident until additional explorations are performed or until construction activities have begun. If significant variations are observed at that time, we may need to modify our conclusions and recommendations contained in this report to reflect the actual site conditions. 2.1 Test Pit Procedures Our exploratory test pits were excavated with a rubber -tired backhoe operated by an excavation contractor under subcontract to Cary Lang Construction. An engineering geologist from our firm observed the test pit excavations, collected soil samples, and logged the subsurface conditions. The enclosed test pit logs indicate the vertical sequence of soils and materials encountered in our test pits, based on our field classifications. Where a soil contact was observed to be gradational or undulating, our logs indicate the average contact depth. We estimated the relative density and consistency of the in-situ soils by means of the excavation characteristics and the stability of the test Migizi Group, Inc. Page 2 of 12 n Cary Lang Construction — Residential Development, 5230 S 137th St, Tukwila, WA Geotechnical Engineering Report June 15, 2017 P988 -T17 pit sidewalls. Our logs also indicate the approximate depths of any sidewall caving or groundwater �? seepage observed in the test pits. The soils were classified visually in general accordance with the system described in Figure A-1, which includes a key to the exploration log. Summary logs of our explorations are included as Figures A-2 and A-3. 7 j n tJ 3.0 SITE CONDITIONS The following sections present our observations, measurements, findings, and interpretations regarding, surface, soil, groundwater, and infiltration conditions. 3.1 Surface Conditions As previously indicated, the project site consists of an irregularly-shaped, 0.38 -acre, residential parcel located immediately northwest of the intersection of S 137th St and 53rd Ave S in Tukwila, Washington. The subject property is situated in a densely populated residential area west of the Foster Golf Links. Outside of the existing residence, detached garage, and smaller gazebo, the project area is occupied by lawn space and a dense growth of fir, cedar and maple trees, containing a thick understory of blackberry bushes and other brush. The project area is gently sloped, generally descending from south to north at gradients of less than 10 percent; with approximately 10 feet of elevation change observed over the extent of the property. No hydrologic features were observed on site, such as seeps, springs, ponds and streams. 3.2 Soil Conditions Our test pit explorations revealed relatively consistent subgrade conditions across the project area, generally consisting of a surface mantle of sod/topsoil, underlain by native glacial till and advance outwash soils. Tukwila, and the larger Puget Sound area in general, has been glaciated a number of times over the last 2.4 million years. The most recent of these glacial events, the Vashon Stade of the Fraser Glaciation, receded from this region approximately 13,500 years ago. The majority of near surface soils encountered within the Tukwila area are either directly associated with, or have been physically altered by the Vashon glacial event. Glacial till is typically described as being a compact, coherent mixture of gravel, silt, clay and sand -sized clasts deposited along the base of glacial ice during a period of localized advancement. This material is generally encountered in a compact relative consistency given the fact that it was overridden by the ice mass shortly after deposition, and is commonly underlain by advance outwash soils. Advance outwash deposits are generally comprised of sands and gravels deposited by pro -glacial streams and rivers issuing from the advancing ice sheet. Underlying a surface mantle of the sod and topsoil, we encountered native glacial soils, at a depth of 18 inches to 2 feet below existing grade. This material was generally comprised of very dense, gravelly silty sand, though the upper 1 to 21/2 feet of these deposits were heavily weathered and mottled, indicated the propensity of this soil group to limit, or inhibit the transmission of surface water into the subsurface. At a depth of 41/2 to 7 feet below existing grade, glacial till soils transitioned to the more granular advance outwash sediments. This soil group was comprised of dense fine to medium sand with silt. Advance outwash deposits were encountered through the Migizi Group, Inc. Page 3 of 12 1 j Cary Lang Construction — Residential Development, 5230 S 137th St, Tukwila, WA Geotechnical Engineering Report June 15, 2017 P988 -T17 termination depth of each of our subsurface explorations; a maximum depth of 8 feet below existing grade. In the Geologic Map of the Des Moines 7.5' Quadrangle, King County, Washington, as prepared by the U.S. Department of the Interior U.S. Geological Survey (USGS) (2004), the project site is mapped as containing Qvt, or Vashon-aged glacial till. Our subsurface explorations generally correspond with the mapping of the site performed by the USGS. The enclosed exploration logs (Appendix A) provide a detailed description of the soil strata encountered in our subsurface explorations. 3.3 Groundwater Conditions �i We did not encounter groundwater in either of our subsurface explorations, which extended to a depth of 8 feet below existing grade. Given our knowledge of the geology and hydrology of the region, we anticipate that groundwater is present at a depth of 121/2 to 15 feet below existing grade. J Seasonally perched groundwater, however, will likely be encountered at shallow depths during extended periods of wet weather due to the poor permeability of site soils. We do not anticipate that groundwater will not be present in most project excavations, nor be a limiting factor in the proposed development. LJ n Li n L n 3.4 Infiltration Conditions As indicated in the soil conditions section of this report, the site is underlain by slowly permeable, to relatively impermeable glacial till soils at shallow depths, with extensive soil mottling being observed throughout the course of our test pit explorations. Given the geologic conditions present within the project area, we do not interpret full or limited infiltration as being feasible for this project. Site produced stormwater should be managed through dispersion, or other appropriate means. 3.5 Seismic Conditions Based on our analysis of subsurface exploration logs and our review of published geologic maps, we interpret the onsite soil conditions to generally correspond with site class D, as defined by Table 30.2-1 in ASCE 7, per the 2015 International Building Code (IBC). Using 2015 IBC information on the USGS Design Summary Report website, Risk Category I/II/III seismic parameters for the site are as follows: Ss= 1.484 g SMS = 1.484 g SDs = 0.989 g S1= 0.555 g Sim = 0.833 g Sm = 0.555 g Using the 2015 IBC information, MCER Response Spectrum Graph on the USGS Design Summary Report website, Risk Category I/II/III, Sa at a period of 0.2 seconds is 1.48 g and Sa at a period of 1.0 seconds is 0.83 g. Migizi Group, Inc. Page 4 of 12 n J n 4.0 CONCLUSIONS AND RECOMMENDATIONS '1 Improvement plans involve the demolition of existing site features, and the eventual short -plat of the property. The short -plat will divide the property north/south into two roughly equidimensional parcels. Each lot will be potentially developed for residential purposes, with preliminary plans having the southernmost resultant parcel being developed first. Site produced stormwater will be retained on site if feasible. We offer these recommendations: Cary Lang Construction — Residential Development, 5230 S 137th St, Tukwila, WA Geotechnical Engineering Report June 15, 2017 P988 -T17 The Design Response Spectrum Graph from the same website, using the same IBC information and Risk Category, Sa at a period of 0.2 seconds is 0.99 g and Sa at a period of 1.0 seconds is 0.56 g. 3.6 Liquefaction Potential Liquefaction is a sudden increase in pore water pressure and a sudden loss of soil shear strength caused by shear strains, as could result from an earthquake. Research has shown that saturated, loose, fine to medium sands with a fines (silt and clay) content less than about 20 percent are most susceptible to liquefaction. No saturated, poorly consolidated granular soils were encountered throughout the course of our test pit explorations. We interpret site soils as having a low potential of liquefying during a large-scale seismic event. j. j 1 • Feasibility: Based on our field explorations, research and analyses, the proposed structures appear feasible from a geotechnical standpoint. • Foundation Options: Foundation elements for the proposed residences should be constructed on medium dense or denser undisturbed native soils, or on structural fill bearing pads extending down to these soils. We anticipate that adequate bearing soils will be . encountered within two feet of existing grade existing grade. Recommendations for Spread Footings are provided in Section 4.2. • Floor Options: Floor sections for the proposed residences should bear on medium dense or denser native soils or on properly compacted structural fill extending down to these soils. We anticipate that adequate bearing soils will be encountered within two feet of existing grade. Recommendations for slab -on -grade floors are included in Section 4.3. Fill underlying floor slabs should be compacted to 95 percent (ASTM:D-1557). The following sections of this report present our specific geotechnical conclusions and recommendations concerning site preparation, spread footings, slab -on -grade floors, asphalt pavement, and structural fill. The Washington State Department of Transportation (WSDOT) Standard Specifications and Standard Plans cited herein refer to WSDOT publications M41-10, Standard Specifications for Road, Bridge, and Municipal Construction, and M21-01, Standard Plans for Road, Bridge, and Municipal Construction, respectively. 4_1 Site Preparation Preparation of the project site should involve erosion control, temporary drainage, clearing, stripping, excavations, cutting, subgrade compaction, and filling. Migizi Group, Inc. Page 5 of 12 fl u I fl n n n j —t Cary Lang Construction — Residential Development, 5230 S 137th St, Tukwila, WA Geotechnical Engineering Report June 15, 2017 P988 -T17 Erosion Control: Before new construction begins, an appropriate erosion control system should be installed. This system should collect and filter all surface water runoff through silt fencing. We anticipate a system of berms and drainage ditches around . construction areas will provide an adequate collection system. Silt fencing fabric should meet the requirements of WSDOT Standard Specification 9-33.2 Table 3. In addition, silt fencing should embed a minimum of 6 inches below existing grade. An erosion control system requires occasional observation and maintenance. Specifically, holes in the filter and areas where the filter has shifted above ground surface should be replaced or repaired as soon as they are identified. Temporary Drainage: We recommend intercepting and diverting any potential sources of surface or near -surface water within the construction zones before stripping. begins. Because the selection of an appropriate drainage system will depend on the water quantity, season, weather conditions, construction sequence, and contractor's methods, final decisions regarding drainage systems are best made in the field at the time of construction. Based on our current understanding of the construction plans, surface and subsurface conditions, we anticipate that curbs, berms, or ditches placed around the work areas will adequately intercept surface water runoff. Clearing and Stripping: After surface and near -surface water sources have been controlled, sod, topsoil, and root -rich soil should be stripped from the site. Our subsurface explorations indicate that the organic horizon can reach thicknesses of up to 12 inches. Stripping is best performed during a period of dry weather. Site Excavations: Based on our explorations, we expect that site excavations will predominately encounter densely consolidated glacial till soils, and advance outwash sediments. Both of these soil groups can be readily excavated utilizing standard excavation equipment, though special teeth, or "rippers", may need to be utilized in order to rapidly excavate glacial till soils. Dewatering: Our explorations did not encounter groundwater within their termination depths, nor do we expect that groundwater will be present in the planned excavations. However, if groundwater is encountered, we anticipate that an internal system of ditches, sump holes, and pumps will be adequate to temporarily dewater excavations. Temporary Cut Slopes: All temporary soil slopes associated with site cutting or excavations should be adequately inclined to prevent sloughing and collapse. Temporary cut slopes in site soils should be no steeper than 11/2H:1V, and should conform to Washington Industrial Safety and Health Act (WISHA) regulations. Subgrade Compaction: Exposed subgrades for the foundation of the proposed residence should be compacted to a firm, unyielding state before new concrete or fill soils are placed. Any localized zones of looser granular soils observed within a subgrade should be compacted to a density commensurate with the surrounding soils. In contrast, any organic, soft, or pumping soils observed within a subgrade should be overexcavated and replaced with a suitable structural fill material. Migizi Group, Inc. Page 6 of 12 Cary Lang Construction - Residential Development, 5230 S 137th St, Tukwila, WA Geotechnical Engineering Report June 15, 2017 P988 -T17 Site Filling: Our conclusions regarding the reuse of onsite soils and our comments regarding wet - weather filling are presented subsequently. Regardless of soil type, all fill should be placed and compacted according to our recommendations presented in the Structural Fill section of this report. Specifically, building pad fill soil should be compacted to a uniform density of at least 95 percent (based on ASTM:D-1557). Onsite Soils: We offer the following evaluation of these onsite soils in relation to potential use as structural fill: • Surficial Organic Soil and Organic -Rich Fill Soils: Where encountered, surficial organic soils like duff, topsoil, root -rich soil, and organic -rich fill soils are not suitable for use as structural fill under any circumstances, due to high organic content. Consequently, this material can be used only for non-structural purposes, such as in landscaping areas. Glacial Till: Underlying a surface mantle of sod and topsoil, native glacial till soils were encountered; generally consisting of dense, gravelly silty sand. These soils are moderately moisture sensitive and will be difficult, if not impossible, to reuse during wet weather conditions. If reuse is planned, care should be taken while stockpiling in order to avoid saturation/over-saturation of the material, and moisture conditioning should be expected. n Advance Outwash: Encountered beneath glacial till deposits at a depth of 41h to 7 feet below existing grade, this soil group consisted primarily of dense, fine to medium sand with silt. Advance outwash soils are an ideal source for site produced structural fill, and can be reused as such under most weather conditions. r? Permanent Slopes: All permanent cut slopes and fill slopes should be adequately inclined to reduce long-term raveling, sloughing, and erosion. We generally recommend that no permanent slopes be steeper than 2H:1V. For all soil types, the use of flatter slopes (such as 21 H:1V) would further reduce long-term erosion and facilitate revegetation. Slope Protection: We recommend that a permanent berm, swale, or curb be constructed along the top edge of all permanent slopes to intercept surface flow. Also, a hardy vegetative groundcover should be established as soon as feasible, to further protect the slopes from runoff water erosion. Alternatively, permanent slopes could be armored with quarry spalls or a geosynthetic erosion mat. J 4_2 Spread Footings —1 In our opinion, conventional spread footings will provide adequate support for the proposed residences if the subgrade is properly prepared. We offer the following comments and recommendations for spread footing design. Footing Depths and Widths: For frost and erosion protection, the bases of all exterior footings should bear at least 18 inches below adjacent outside grades, whereas the bases of interior footings need bear only 12 inches below the surrounding slab surface level. To reduce post -construction Migizi Group, Inc. Page 7 of 12 n j n n Cary Lang Construction - Residential Development, 5230 S 137th St, Tukwila, WA Geotechnical Engineering Report June 15, 2017. P988 -T17 settlements, continuous (wall) and isolated (column) footings should be at least 16 and 24 inches wide, respectively. Bearing Subgrades: Footings should bear on medium dense or denser, undisturbed native soils which have been stripped of surficial organic soils and vigorously surface compacted, or on properly compacted structural fill bearing which extend down to soils described above. We anticipate that adequate bearing subgrades will be encountered within 2 feet of existing grade, within the fine-grained recessional outwash soils. In general, before footing concrete is placed, any localized zones of loose soils exposed across the footing subgrades should be compacted to a firm, unyielding condition, and any localized zones of soft, organic, or debris -laden soils should be overexcavated and replaced with suitable structural fill. Lateral Overexcavations: Because foundation stresses are transferred outward as well as downward into the bearing soils, all structural fill placed under footings, shouldextend horizontally outward from the edge of each footing. This horizontal distance should be equal to the depth of placed fill. Therefore, placed fill that extends 3 feet below the footing base should also extend 3 feet outward from the footing edges. Subgrade Observation: All footing subgrades should consist of firm, unyielding, native soils, or structural fill materials that have been compacted to a density of at least 95 percent (based on ASTM:D-1557). Footings should never be cast atop loose, soft, or frozen soil, slough, debris, existing uncontrolled fill, or surfaces covered by standing water. Bearing Pressures: In our opinion, for static loading, footings that bear on moderately consolidated recessional outwash soils can be designed for a maximum allowable soil bearing pressure of 2,000 psf. A one-third increase in allowable soil bearing capacity may be used for short-term loads created byseismic or wind related activities. Footing Settlements: Assuming that structural fill soils are compacted to a medium dense or denser state, we estimate that total post -construction settlements of properly designed footings bearing on properly prepared subgrades will not exceed 1 inch. Differential settlements for comparably loaded elements may approach one-half of the actual total settlement over horizontal distances of approximately 50 feet. Footing Backfill: To provide erosion protection and lateral load resistance, we recommend that all footing excavations be backfilled on both sides of the footings and stemwalls after the concrete has cured. Either imported structural fill or non-organic onsite soils can be used for this purpose, contingent on suitable moisture content at the time of placement. Regardless of soil type, all footing backfill soil should be compacted to a density of at least 90 percent (based on ASTM:D-1557). Lateral Resistance: Footings that have been properly backfilled as recommended above will resist lateral movements by means of passive earth pressure and base friction. We recommend using an Migizi Group, Inc. Page 8 of 12 Cary Lang Construction - Residential Development, 5230 S 137th St, Tukwila, WA Geotechnical Engineering Report June 15, 2017 P988 -T17 allowable passive earth pressure of 225 psf and an allowable base friction coefficient of 0.35 for site soils. 4.3 Slab -On -Grade Floors In our opinion, soil -supported slab -on -grade floors can be used in the proposed residences if the subgrades are properly prepared. Floor sections for the proposed structures should bear on medium dense or denser native soils or on properly compacted structural fill which extends down to soils described above. We anticipate that adequate bearing soils will be encountered within 2 feet of existing grade. We offer the following comments and recommendations concerning slab -on - grade floors. Floor Subbase: Surface compaction of all slab subgrades is recommended. If a subbase is required, it should be compacted to a density of at least 95 percent (based on ASTM:D-1557). Capillary Break and Vapor Barrier: To retard the upward wicking of moisture beneath the floor slab, we recommend that a capillary break be placed over the subgrade. Ideally, this capillary break would consist of a 4 -inch -thick layer of pea gravel or other clean, uniform, well-rounded gravel, such as "Gravel Backfill for Drains" per WSDOT Standard Specification 9-03.12(4), but clean angular gravel can be used if it adequately prevents capillary wicking. In addition, a layer of plastic sheeting (such as Crosstuff, Visqueen, or Moistop) should be placed over the capillary break to serve as a vapor barrier. During subsequent casting of the concrete slab, the contractor should exercise care to avoid puncturing this vapor barrier. Vertical Deflections: Due to elastic compression of subgrades, soil -supported slab -on -grade floors can deflect downwards when vertical loads are applied. In our opinion, a subgrade reaction modulus of 250 pounds per cubic inch can be used to estimate such deflections. 4_4 Drainage Systems In our opinion, the proposed residences should be provided with a permanent drainage system to reduce the risk . of future moisture problems. We offer thefollowing recommendations and comments for drainage design and construction purposes. Perimeter Drains: We recommend that the residence be encircled with a perimeter drain system to collect seepage water. This drain should consist of a 4 -inch -diameter perforated pipe within an envelope of pea gravel or washed rock, extending at least 6 inches on all sides of the pipe, and the gravel envelope should be wrapped with filter fabric to reduce the migration of fines from the surrounding soils. Ideally, the drain invert would be installed no more than 8 inches above the base of the perimeter footings. Subfloor Drains: We recommend that subfloor drains be included beneath the new building. These subfloor drains should consist of 4 -inch -diameter perforated pipes surrounded by at least 6 inches of pea gravel and enveloped with filter fabric. A pattern of parallel pipes spaced no more than 20 feet apart and having inverts located about 12 inches below the capillary break layer would be appropriate, in our opinion. Migizi Group, Inc. Page 9 of 12 Cary Lang Construction — Residential Development, 5230 S 137th St, Tukwila, WA Geotechnical Engineering Report June 15, 2017 P988 -T17 Discharge Considerations: If possible, all perimeter drains should discharge to a sewer system or other suitable location by gravity flow. Check valves should be installed along any drainpipes that discharge to a sewer system to prevent sewage backflow into the drain system. If gravity flow is not feasible, a pump system is recommended to discharge any water that enters the drainage system. Runoff Water: Roof -runoff and surface -runoff water should not discharge into the perimeter drain systema Instead, these sources should discharge into separate tightline pipes and be routed away from the building to a storm drain or other appropriate location. Grading and Capping: Final site grades should slope downward away from the buildings so that runoff water will flow by gravity to suitable collection points, rather than ponding near the building. Ideally, the area surrounding the building would be capped with concrete,, asphalt, or low -permeability (silty) soils to minimize or preclude surface -water infiltration. 4.5 Structural Fill The term"structural fill" refers to any material placed under foundations, retaining walls, slab -on - grade floors, sidewalks, pavements, and other structures. Our comments, conclusions, and recommendations concerning structural fill are presented in the following paragraphs. Materials: Typical structural fill materials include clean sand, gravel, pea gravel, washed rock, crushed rock, well -graded mixtures of sand and gravel (commonly called "gravel borrow" or "pit - run"), and miscellaneous mixtures of silt, sand, and gravel. Recycled asphalt, concrete, and glass, which are derived from pulverizing the parent materials, are also potentially useful as structural fill in certain applications. •Soils used for structural fill should not contain any organic matter or debris, nor any individual particles greater than about 6 inches in diameter. Fill Placement: Clean sand, gravel, crushed rock, soil mixtures, and recycled materials should be placed in horizontal lifts not exceeding 8 inches in loose thickness, and each lift should be thoroughly compacted with a mechanical compactor. Compaction Criteria: Using the Modified Proctor test (ASTM:D-1557) as a standard, we recommend that structural fill used for various onsite applications be compacted to the following minimum densities: Fill Application Minimum Compaction Footing subgrade and bearing pad Foundation and subgrade wall backfill Slab -on -grade floor subgrade and subbase. 95 percent 90 percent 95 percent Subgrade Observation and Compaction Testing: Regardless of material or location, all structural fill should be placed over firm, unyielding subgrades prepared in accordance with the Site Preparation section of this report. The condition of all subgrades should be observed by geotechnical personnel before filling or construction begins. Also, fill soil compaction should be verified by means of Migizi Group, Inc. Page 10 of 12 Cary Lang Construction - Residential Development, 5230 S 137th St, Tukwila, WA Geotechnical Engineering Report June 15, 2017 P988 -T17 in-place density tests performed during fill placement so that adequacy of soil compaction efforts may be evaluated as earthwork progresses. Soil Moisture Considerations: The suitability of soils used for structural fill depends primarily on their grain -size distribution and moisture content when they are placed. As the "fines" content (that soil fraction passing the U.S. No. 200 Sieve) increases, soils become more sensitive to small changes in moisture content. Soils containing more than about 5 percent fines (by weight) cannot be consistently compacted to a firm, unyielding condition when the moisture content is more than 2 percentage points above or below optimum. For fill placement during wet -weather site work, we recommend using "clean" fill, which refers to soils that have a fines content of 5 percent or less (by weight) based on the soil fraction passing the U.S. No. 4 Sieve. 5.0 RECOMMENDED ADDITIONAL SERVICES Because the future performance and integrity of the structural elements will depend largely on proper site preparation, drainage, fill placement, and construction procedures, monitoring and testing by experienced geotechnical personnel should be considered an integral part of the construction process. Subsequently, we recommend that MGI be retained to provide the following post -report services: • Review all construction plans and specifications to verify that our design criteria presented in this report have been properly integrated into the design; • Prepare a letter summarizing all review comments (if required); Check all completed subgrades for footings and slab -on -grade floors before concrete is poured, in order to verify their bearing capacity; and • Prepare a post -construction letter summarizing all field observations, inspections, and test results (if required). Migizi Group, Inc. Page 11 of 12 Cary Lang Construction — Residential Development, 5230 S 1371^ St, Tukwila, WA Geotechnical Engineering Report June 15, 2017 P988 -T17 6.0 CLOSURE The conclusions and recommendations presented in this report are based, in part, on the explorations that we observed for this study; therefore, if variations in the subgrade conditions are observed at a later time, we may need to modify this report to reflect those changes. Also, because the future performance and integrity of the project elements depend largely on proper initial site preparation, drainage, and construction procedures, monitoring and testing by experienced geotechnical personnel should be considered an integral part of the construction process. MGI is available to provide geotechnical monitoring of soils throughout construction. We appreciate the opportunity to be of service on this project. If you have any questions regarding this report or any aspects of the project, please feel free to contact our office. Respectfully submitted, MIGIZI GROUP, INC. 1Q6k. Z. ch L. Logan Staff Geologist Migizi Group, Inc. Page 12 of 12 James E. Brigham, P.E. Principal Engineer 2 0 0 0 N N a 2 0 0 0 ro 122°19.000' W TOPO! reap Printed a 06/15/17 froni'Untll1ed.t 122°18 000' W 122°17.000' W 122°16,000' W '122°15.000' W 122°14:000' W WGS84 122°13,000' W mo! ''�4 41,111‘1,Y� . �12 44 10 7i lr rOlit 110 t ,deititil e trim ami ►i ,,; 1 114 I���1► .1� 114 a �I 14 • MA 4‘' fillialign It ESSIMIkilliBMINEE SE= ' --*NAININ6- 7' Lr40 �y irM11 11 trajir4-4-..1 171.1.11 ri �►o ��,�jt .Jr �i� 122°19.000' W i n vertoa azaretan )i®'' 1415 122°18.000' W r122017.000' W 122°16.000' W .122°15.000' W 0�—. — :S ' 1141E 0 10:1a f&1 0 _ _ 1013G¢lal$ lipETA H a °ifhI0P01C2Z03 ]G (ar 122°14.000' W ■ WGS84122°13.000' W 2 0 0 0 Z 0 0 0 N n Location 5230 S 137th St Tukwila, WA P/N 000300-0099 Job Number P988 -T17 Figure 1 P.O. Box 44840 Tacoma, WA 98448 Title Topographic and Location Map Date 06/15/17 W - E TEST PIT L❑CATI❑N TP -1 NOTE: BOUNDARY AND TOPOGRAPHY ARE BASED ON MAPPING PROVIDED TO MIGIZI OBSERVATIONS MADE IN TME FIELD. THE INFORMATION SHOWN DOES NOT CONSTITUTE A FIELD SURVEY BY MIGIZI. Migizi Group, Inc. PO Box 44840 Tacoma, WA 98448 253-537-9400 253-537-9401 fax www.migizigroup.com PROJECT: 5230 S 137th St Tukwila, Washington SHEET TITLE: Site and Exploration Plan DESIGNER: JRB DRAWN BY: JRB CHECKED BY: JEB DATE: June 15, 2017 JOB NO. P988 -T17 SCALE: NTS FIGURE: 2 FILE: Fig2.dwg APPENDIX A SOIL CLASSIFICATION CHART AND KEY TO TEST DATA LOG OF TEST PITS 0 0 0 0 0 0 9 0 0 0 0 0 0 MAJOR DIVISIONS TYPICAL NAMES COARSE GRAINED SOILS More than Half > #200 sieve GRAVELS CLEAN CLEAN GRAVELS WITH LITTLE OR GW .‘.I *'� 'b• WELL GRADED GRAVELS, GRAVEL -SAND MIXTURES MORE THAN HALF NO FINES GP oz's? °• { A' •D: POORLY GRADED GRAVELS, GRAVEL -SAND MIXTURES COARSE FRACTION LARGER THAN N0.4 SIEVE GRAVELS WITH GM o' c ° - < ) b SILTY GRAVELS, POORLY GRADED GRAVEL -SAND -SILT MIXTURES OVER 15% FINES 94/44 40/. CLAYEY GRAVELS, POORLY GRADED GRAVEL-SAND-CLAY MIXTURES SANDS CLEAN SANDS WITH LITTLE SW ::::::• WELL GRADED SANDS, GRAVELLY SANDS MORE THAN HALF OR NO FINES SP '•• •.: POORLY GRADED SANDS, GRAVELLY SANDS COARSE FRACTION IS SMALLER THAN NO.4 SIEVE SANDS WITH SM :• ::'; •• SILTY SANDS, POOORLY GRADED SAND -SILT MIXTURES OVER 15% FINES SC CLAYEY SANDS, POORLY GRADED SAND -CLAY MIXTURES FINE GRAINED SOILS More than Half < #200 sieve SILTS AND CLAYS ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS, OR CLAYEY SILTS WITH SLIGHT PLASTICITY LIQUID LIMIT LESS THAN 50 CL A INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN CLAYS OL ORGANIC CLAYS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY MHINORGANIC SILTS, MICACEOUS OR DIATOMACIOUS FINE SANDY OR SILTY SOILS, ELASTIC SILTS SILTS AND CLAYS LIQUID LIMIT GREATER THAN 50 CH /` INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS OH L- ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS HIGHLY ORGANIC SOILS Pt ,, , „ PEAT AND OTHER HIGHLY ORGANIC SOILS A. Modified California RV R -Value /1 Split Spoon SA Sieve Analysis Pushed Shelby Tube SW Swell Test I I Auger Cuttings TC Cyclic Triaxial iill Grab Sample TX Unconsolidated Undrained Triaxial Sample Attempt with No Recovery TV Torvane Shear CA Chemical Analysis UC Unconfined Compression CN Consolidation (1.2) (Shear Strength, ksf) CP Compaction WA Wash Analysis DS Direct Shear (20) (with % Passing No. 200 Sieve) PM Permeability 2 Water Level at Time of Drilling PP Pocket Penetrometer 1 Water Level after Drilling(with date measured) SOIL CLASSIFICATION CHART AND KEY TO TEST DATA FigureA-1 ilk MIGIZI �i`i��� GROUP 0 0 D 0 0 a 0 0 0 0 0 0 0 C 0 0 Migizi Group, Inc. PO Box 44840 Tacoma, WA 98448 Telephone: 253-537-9400 Fax: 253-537-9401 CLIENT Cary Lang Construction PROJECT NUMBER P988 -T17 DATE STARTED 6/9/17 COMPLETED 6/9/17 EXCAVATION CONTRACTOR Owner -Operator EXCAVATION METHOD Rubber Tired Backhoe LOGGED BY ZLL CHECKED BY JEB NOTES TEST PIT NUMBER TP -1 PAGE 1 OF 1 Figure A-2 PROJECT NAME 5230 S 137th St Geotech PROJECT LOCATION Tukwila, Washington GROUND ELEVATION TEST PIT SIZE GROUND WATER LEVELS: AT TIME OF EXCAVATION — AT END OF EXCAVATION — AFTER EXCAVATION — 2 a w 0.0 U U vi =C7 a0 MATERIAL DESCRIPTION 2.5 5.0 7.5. Sod and topsoil 1.0 SM SM SM 1.5. (SM) Red/brown fine silty sand (medium dense, moist) (SM) Light brown mottled fine silty sand with some gravel (medium dense, moist) (Weathered Glacial Till) 4.0 7.0 (SM) Gray silty sand with gravel (very dense, moist) (Unweathered Glacial Tin) SP - SM 8.0 (SP -SM) Gray/brown fine to medium sand with silt (dense, moist) (Advanced Outwash) No caving observed No groundwater seepage observed The depths on the test pit logs are based on an average of measurements across the test pit and should be considered accurate to 0.5 foot. Bottom of test pit at 8.0 feet. D C 0 0 0 C Migizi Group, Inc. PO Box 44840 M,= .Illi Tacoma, WA 98448 Telephone: 253-537-9400 Fax: 253-537-9401 CLIENT Cary Lang Construction TEST PIT NUMBER TP -2 PAGE 1 OF 1 Figure A-3 PROJECT NAME 5230 S 137th St Geotech PROJECT NUMBER P988 -T17 PROJECT LOCATION Tukwila, Washington DATE STARTED 6/9/17 COMPLETED 6/9/17 EXCAVATION CONTRACTOR Owner -Operator EXCAVATION METHOD Rubber Tired Backhoe LOGGED BY ZLL CHECKED BY JEB NOTES GROUND ELEVATION GROUND WATER LEVELS: AT TIME OF EXCAVATION - TEST PIT SIZE AT END OF EXCAVATION — AFTER EXCAVATION — 2 a w 0.0 w I -w W w co a0 2 co U) U (1) MATERIAL DESCRIPTION 2.5 5.0 7.5. 0 Iv.' 1.0 Sod and topsoil SM SM SM (SM) Red/brown fine silty sand (medium dense, moist) 2.0 (SM) Gray/brown mottled fine silty sand with some gravel (very dense, moist) (Weathered Glacial Till) 3.0 4.5 (SM) Gray silty sand with gravel (very dense, moist) (Unweathered Glacial Till) SP - SM 8.0 (SP -SM) Gray/brown fine to medium sand with silt (dense, moist) (Advanced Outwash) No caving observed No groundwater seepage observed The depths on the test pit logs are based on an average of measurements across the test pit and should be considered accurate to 0.5 foot. Bottom of test pit at 8.0 feet. FIL MIGIZI GROUP, INC. PO Box 44840 Tacoma, Washington 98448 PHONE (253) 537-9400 FAX (253) 537-9401 August 25, 2017 Cary Lang Construction 29815 24th Ave SW Federal Way, WA 98023 Attention: Cary Lang Subject: REVIEWED FOR 'CODE COMPLIANCE APPROVED SEP 2 2 2011 City of Tukwila BUILDING DIVISION Abandoned Underground Coal Mine Hazard Assessment Residential . Development 5230 S 137th St Tukwila, Washington P/N 000300-0099 MGI Project P1031 -T17 Dear Mr. Lang: RECEIVED SEP 01 2017 TUKWILA PUBLIC W RECEIVED CITY OF TUKWILA AUG 3 0 2017 PERMIT CENTER As requested by the City of Tukwila Public Works Department, Migizi Group, Inc. (MGI) has made an evaluation of the Abandoned Underground Coal Mine Hazards at the property identified as Parcel Number 000300-0099. We previously conducted a geotechnical engineering study for this project and presented our findings and recommendations for the geotechnical aspects of project design and construction in a report dated June 15, 2017. Our scope of services is limited to surface observations, geotechnical research, and letter preparation. This letter has been prepared for the exclusive use of Cary Lang, and his consultants, for specific application to this project, in accordance with generally accepted geotechnical practice. �r OR -R T1GN LTR# PROJECT DESCRIPTION The project site consists of an irregularly-shaped, 0.38 -acre residential parcel located immediately northwest of the intersection of S 137th St and 53rd Ave S in Tukwila, Washington. The subject property is fully developed with an existing residence originally constructed in 1902 being situated centrally, within the western half of the parcel, and a detached garage occupying the northeast corner of the project area. A smaller gazebo is also located immediately east of the residence. Access to the property is gained through two locations; a smaller driveway located towards the northeast corner of the parcel, adjacent to the detached garage, and the primary driveway located towards the southeast co f corner of the project area. Page 1 of 4 Me 0114 J Cary Lang Construction — 5230 S 137th Street, Tukwila, WA Abandoned Underground Coal Mine Hazard Assessment August 25, 2017 P1031 -T17 Improvement plans involve the demolition of existing site features, and the eventual short -plat of the property. The short -plat will divide the property north/south into two roughly equidimensional parcels. Each lot will be potentially developed for residential purposes, with preliminary plans having the southernmost resultant parcel being developed first. Site produced stormwater will be retained on site if feasible. SITE CONDITIONS The subject property is situated in a densely populated residential area west of the Foster Golf Links. Outside of the existing residence, detached garage, and smaller gazebo, the project area is occupied by lawn space and a dense growth of fir, cedar and maple trees, containing a thick understory of blackberry bushes and other brush. The project area is gently sloped, generally descending from south to north at gradients of less than 10 percent; with approximately 10 feet of elevation change observed over the extent of the property. No hydrologic features were observed on site, such as seeps, springs, ponds and streams. Tukwila, and the larger Puget Sound area in general, has been glaciated a number of times over the last 2.4 million years. The most recent of these glacial events, the Vashon Stade of the Fraser Glaciation, receded from this region approximately 13,500 years ago. The majority of near surface soils encountered within the Tukwila area are either directly associated with, or have been physically altered by the Vashon glacial event. Underlying a surface mantle of the sod and topsoil, we encountered native glacial till at a depth of 18 inches to 2 feet below existing grade. This material was generally comprised of very dense, gravelly silty sand, though the upper 1 to 21/2 feet of these deposits were heavily weathered and mottled, indicating the propensity of this soil group to limit or inhibit the transmission of surface water into the subsurface. At a depth of 41/2 to 7 feet below existing grade, glacial till soils transitioned to the more granular advance outwash sediments. This soil group was comprised of dense fine to medium sand with silt. Advance outwash deposits were encountered through the termination depth of each of our subsurface explorations; a maximum depth of 8 feet below existing grade. MINE ACTIVITY AND LOCATION DESCRIPTION To make this evaluation, we reviewed several documents and had communication with individual's familiar with mining operations in this area. We reviewed documents on file at the Department of Natural Resources. Our review included: 1. Abandoned Underground Coal Mine Hazard Assessment, Tukwila, Washington, by Hart Crowser Inc., May 3, 1990. 2. Northwest Improvement Company, Map showing Location of Coal Mines, Pierce and King Counties, November 10, 1932. 3. Preliminary Geologic Mao and Brief Description of the coal field of King County, Washington, Walter Warren, Haans Norbisrath, Rex Grivetti, and S.P. Brown, 1945. 4. Geologic Map of the Des Moines 7.5' Quadrangle, King County, Washington, as prepared by the U.S. Department of the Interior U.S. Geological Survey (USGS), 2004. Migizi Group, Inc. Page 2 of 4 Cary Lang Construction — 5230 S 137th Street, Tukwila, WA Abandoned Underground Coal Mine Hazard Assessment August 25, 2017 P1031 -T17 Our review indicated that this general area is in the vicinity of the Tukwila Mine which was operated by the Foster Coal Company between 1931 and 1935. Published reports indicate that 824 tons of coal were produced from this mine and the mining was terminated when it became difficult to handle water inflows and the amount of coal being obtained was small. There are no maps that indicate the precise locations of the mine workings. The general area of the coal seam associated with Tukwila Mine appears to extend roughly from the project site southward to S 141st Street. The general extent of the coal mine area appears to be from the base of the hillside adjacent to Interurban Ave S; extending about 50 to 75 feet up the hillside. There were apparently three reported areas of depressions or minor collapses associated with this mine. These were all in the area south of S 139th Street, approximately 500 feet -south of the subject property, and were apparently associated with small mine shafts. Our review of the old maps also indicates that three mine prospect areas (adits) were also located in the general area south of S 139th Street. There are no reported or mapped areas of mining, entries or subsidence in the immediate vicinity of the project site. From our review of the information from the above references, it is apparent that some mining was conducted in this general vicinity. The amount of coal removed was small. The mining areas as well as some areas of reported localized subsidence appear to be primarily in the area south of S 139th Street, about 500 feet south of the site. Based on this information, it is our opinion that no significant mining occurred in the immediate vicinity of the subject site. Therefore, the potential hazard to the site from abandoned underground coal mines is low. Migizi Group, Inc. Page 3 of 4 Cary Lang Construction - 5230 S 137th Street, Tukwila, WA Abandoned Underground Coal Mine Hazard Assessment August 25, 2017 P1031 -T17 CLOSURE The conclusions and recommendations presented in this letter are based, in part, on our interpretations and assumptions regarding subsurface conditions; therefore, if variations in the site conditions are observed at a later time, we may need to modify this letter to reflect those changes. We appreciate the opportunity to be of service on this project. If you have arty questions regarding this letter or any aspects of the project, please feel free to contact our office. Respectfully submitted, MIGIZI GROUP, INC. Zach L. Logan Staff Geologist PO Box 44840 Tacoma, WA 98448 (253) 537-9400 Migizi Group, Inc. Page 4 of 4 James E. Brigham, P.E. Principal Engineer Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): D17-0174 Grantor: CARY LANG CONSTRUCTION, INC., a Washington State Corporation Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Along 53`d Ave. South and S. 137th Street and adjacent to 5230 S. 137th Street. Abbreviated Work Description: Work within the City Right -of -Way, including driveway access, traffic control, water service, storm drainage, undergrounding of power and utilities, sanitary side sewer 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 individuals have caused this instrument to be executed this iO day of �`,(' ���� �',2017. STATE OF WASHINGTON) )ss. County of King Authorized Signature / Grantor I certify that I know or have satisfactory evidence that bar J is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he wa authorized to execute the instrument and acknowledged it as the " '-t S ( of Cary Lang Construction, Inc., a corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated 0 �EILE R� i �s�\�' c AR`1,(1 �/i U mVi, � ?du Pontli-c/ fil) Notary Public in and for the State of Washington residing at 0,'�/ My appointment expires bo( rho DATED this / day of C!c-to/D } !- , 2017 GRANTEE: CITY of TUKWILA - By: -.- J - ii --v,-01 Print Name: Robin Tischmak Its: Acting Public Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING ) On this day, before me personally appeared ROBIN TISCHMAK to me known to be the ACTING PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as ACTING 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. LAURIE A. WERLE NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES MAY 29, 2018 Name: / (6(I•7 C )4. L.(le6'1(2 NOTARY PUBLIC, in and for the State of Washington, residing at My commission expires: L,U July 21, 2017 City of Tukwila Department of Community Development CARY LANG 29815 24 AVE SW FEDERAL WAY, WA 98023 RE: Correction Letter # 1 COMBOSFR Permit Application Number D17-0174 137TH ST PROJECT - 5230 S 137TH ST Allan Ekberg, Mayor Jack Pace, Director Dear CARY LANG, 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. • Eastern half of site is in a mine hazard area on City's Sensitive Areas Map. Pursuant to TMC18.45.140, a geotechnical report showing that significant risks associated with abandoned mine workings can be eliminated or mitigated so that the site is safe is required prior to development (building permit issuance) of the site. Director approval is required prior to building or land -altering activities. Additionally, owner shall execute a Sensitive Areas Covenant and Hold Harmless Agreement running with the land with King County Division of Records. One of the trees to be removed (in center of construction entrance) has an illegible label. Revise site plan to clarify the diameter and species of this tree. The site plan also shows two places where trees are identified as "4"-14" maples". Revise and clarify. Show locations and species of replacement trees at the ratios required by TMC 18.54.130, as many of the trees to be removed are in a sensitive area (Class 2 steep slopes). PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • 1. Revise site plan if applicable (1) recommend installing an inspection tee within catch basin (2) verify if geotextile fabric to be placed at bottom of trench and drywell. 2. Existing house was demolished under Building permit no. D17-0164. Therefore, there is no Traffic Concurrency Certificate Application (or) Traffic Concurrency Test Fee required as part of this Building permit. 3. Existing house was demolished under Building permit no. D17-0164. Therefore, there is no Transportation Impact Fee required as part of this Building permit. 4. Work within the 53rd Ave. South / S. 137th 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. (See attached Agreement) 5. Owner shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless Agreement to be prepared by Public Works. Agreement will be recorded at King County, after Mayor signs the document. (Submit signed agreement at least ten (10) days prior to expected final short plat recording, as City must have time to process this document). (See attached Agreement) 6. See enclosed - Abandoned Underground Coal Mine Hazard Assessment dated May 1990 — for reference. 7. Provide an evaluation by a Washington State Licensed Geotechnical Engineer of the Abandoned Underground Coal Mine Hazard Assessment dated May 1990. (See enclosed sample evaluation) Bann c,,,,,ti,.orito, 4.),1M r..z ..n 1x, i :__ _._._ no r (Do _ nr- --- ten. 8. Grantor (Cary Lang Construction, Inc.) shall sign w/Notary a Public Sidewalk and Utilities Easement. Public Works has prepared the document and has a Notary available at the Public Works counter. Public Works will obtain Mayor's signature of approval. After Mayor's signature, document will need to be recorded at the King County Recorder's Office and recording number put on the Final Short Plat Survey Map. (See attached easement) 9. Provide a Depiction of 10' Public Sidewalk & Utilities Easement. (See attached sample) 10. Show and label 10' Public Sidewalk and Utilities Easement on site plan. (See enclosed redlined site plan) 11. Provide draft of 10' Private Sanitary Side Sewer Easement. Verify that easement can be recorded prior to future short plat. (See enclosed sample easement) Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, achelle Ripley Permit Technician File No. D17-0174 63nn.Cnuthrontor Rmiaounrri Cnito filnn a Mb -1A ', Uln cl ;H r OR; Q5? - Db,.«„ On# d? I 2A711 " D..., Ink 4 1 ,LLC. �DERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0174 PROJECT NAME: 137TH ST PROJECT SITE ADDRESS: 5230 S 137TH ST Original Plan Submittal DATE: 09/01/17 Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division n 1)utic VVor Fire Prevention Structural n LA) 3 Al9 ¥)-\—( Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 09/04/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n DUE DATE: Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) 10/03/17 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW ❑ Staff Initials: 12/18/2013 ()PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0174 PROJECT NAME: 137TH ST PROJECT SITE ADDRESS: 5230 S 1367TH ST X Original Plan Submittal Response to Correction Letter # DATE: 06/26/17 Revision # before Permit Issued Deferred Submittal # after Permit Issued DEPARTMENTS: kT A*, -1-19-( Building Division k1; A Goya_ --tI-- 7 Public Works Fire Prevention Structural 1.-ALcs COW' g -7--(0-1 7 Planning Division Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 06/27/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: Approved with Conditions Denied (ie: Zoning Issues) CI 07/25/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: ' 6 Departments issued corrections: ,', I 1 Bldg 0 Fire 0 Ping Staff Initials: VAIZ 12/18/2013 Date: 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. Plan Check/Permit Number: D17-0174 Response. to Incomplete Letter # Response to Correction Letter # _1_ Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: 137TH ST PROJECT Project Address: 5230 S 137TH ST Contact Person: RECEIVED CITY OF TUKWILA AUG 3.0 2017 PERMIT CENTER a -Y Summary of Revision: pt ctem n be, p Phone Number: �_� ! 23 v✓ ✓ r)1). Tem u 3 d e `t t i I. c7N/ B .,t �� 0 --e -L 1 ��j cG✓i-C f j(7�r ir714 �/ (-6 ti crt ec 6 f ..tc IgG £`& t1 -�k Dt #1,0(Cos« Prov de,vt /d Sir(.& .5�2c Ci 2 e �v./� Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by IR Entered in TRAKiT on C:\Users\Rachelle-R\Desktop\Revision Submittal Form - D16-0305.doc Revised: August 2015 C 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: 0003000099 Address: 5230 S 137TH ST Applicant: 137TH ST PROJECT WATER METER INFORMATION Permit Number: D17-0174 Issue Date: 10/10/2017 Permit Expires On: 4/8/2018 DESCRIPTION OF WORK: NEW SFR - 3752 SF DWELLING, 518 SF GARAGE, 326 SF COVERED DECK METER #1 METER #2 METER #3 Water Meter Size: 1" Water Meter Type: PERM Work Order Number: 21740114 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 $6,005.00 $0.00 $0.00 TOTAL WATER FEES: $7,130.00 CARY LANG CONSTRUCTION C)1C Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries Page 1 of 2 .A -'Z index Help My "Ad Workplace Rights Trades & Licensing CARY LANG CONSTRUCTION INC Owner or tradesperson Principals LANG, CARY MITCHEL, PRESIDENT LANG, JENNIFER ANN, SECRETARY Doing business as CARY LANG CONSTRUCTION INC WA UBI No. 601 231 391 29815 24TH AVE SW FEDERAL WAY, WA 98023 253-661-6880 KING County Business type Corporation 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. CARYLCI1010F Effective — expiration 09/06/1990— 09/26/2018 Bond DEVELOPERS SURETY & INDEM CO Bond account no. 796451C $12,000.00 Received by L&I Effective date 09/10/2008 08/09/2008 Expiration date Until Canceled Insurance Developers Surety & Indem Co Policy no. BIS00028853 $1,000,000.00 Received by L&I Effective date 08/24/2017 09/10/2017 Expiration date 09/10/2018 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. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601231391 &LIC=CARYLCI 101 OF&SAW= 9/22/2017 Layout Name: 0 0 D E 0 0 N N i 1 1 i 1 1 IN fst to1 i 1 1 1 1 i 1 1 20' 'BONN i 1 w PARCEL TAX LOT NO. 000300-0003 EX. HOUSE 0 BE DEMOLISHED INSTALL CONSTRUCTION ENTRANCE PER DETAIL THIS SHEET EX. GARAGE TO BE DEMOLISHED 74°42'00:1E E 94 -o INSTALL SILT FENCE PER DETAIL THIS SHEET PARCEL TAX LOT (TYP) NO. 000300-0006 W z m EX GAZEBO TO BE DEMOLISHED ---/ 1ST. �11j �^1111'1 TH ST y���er ` 11111 1111 11=1111.,11�,� �`1_1 1► 111�1i;s TC`111�-1111 SAN SEWER MH RIM= 419.14' I.E. = 409.68', CENTER CHANT 8" CONC IN FROM WEST 8" CONC. OUT TO NORTH EXIST HOUSE TREE PROTECTION FENCING SEE DETAIL THIS SHEET WM w SD SD w SD W / 54" PINE E.P: SD CATCH BASIN TYPE I RIM= 417.98' I.E. = 414.38', 18" D.I., E I.E. = 415.00', 6" PVC, N I.E. = 414.16', 18" CPP, W CATCH BASIN TYPE I W/ SOLID LID I.E. = 420.18' I.E. = 417.36', 18" D.I., E I.E. = 417.22', 18" D.I., W In 0 BENCH MARK ELEVATION=421.17' (ASSUMED DATUM) CATCH BASIN TYPE I RIM=420.99' I.E. = 418.04', 18" D.I., S I.E. = 417.69', 18" D.I., W SAN. SEWER .MH RIM = 420.22' I — A/10 7n' C NITFP ru AMNICI CO' CATCH BASIN TYPE I RIM=- 419.79' I.E. = 417.59, 12" CONC, E I.E. = 417.79, 4" PVS, S I.E. = 417.79, 6" CONC, W GRADING AND EROSION CONTROL NOTES: 1. THE EROSION PREVENTION AND SEDIMENT (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS AND INSTALL CONSTRUCTION ENTRANCE. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATING. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKDED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. 7. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKDED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 ft. Know what's below. Call before you dig. PLANNING APPROVED • No changes .can be madeto these plans without approval from the Planning Division of DCD Approved S Y' . L-- B o u(7 `A Date: SEPARATE PERMIT REQUIRED FOR; ❑ 5,echanicat Electrical ❑ Plumbing O Gas Piping City of Tukwila Bt isf-;;'dG DIVISION JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2" X 2" X 14 GA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED. [11 u 6' MAX. I POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 1111:17,01:11! i■■■■ ■T■i ■■■ii ■■■■■ ■■■� ■■■■■i ■■■■ ■■■■ ■■■■■ \■■■■■■ ■■■■■ �■!UU■■I� ■■ UU 2" X 4" WOOD POSTS. STEEL FENCE POSTS, REBAR, OR EQUIVALENT NOTES: I I FILTER FABRIC UNDISTURBED GROUND BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" - 1.5" WASHED GRAVEL FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. SILT FENCE DETAIL PER 2016 KCSWDM FIGURE C.3.6.A SCALE: NONE CONTRACTOR TO PROTECT MUD FROM BEING TRACKED ONTO THE PUBLIC ROAD EDGE OF EXISTING PAVEMENT INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH GEOTEXTILE UNDERLINE PER KING COUNTY ROAD STANDARDS NOTES: AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. 4" TO 8" QUARRY SPALLS 15' MIN. PROVIDE FULL WIDE OF INGRESS/EGRESS AREA IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE ROAD. FILE COPY Permit Nom bri— 0 t-7 an review approval is subjact to errors and omissions. proval of construction documents d not authorize a violation of any adopted code or ordinance. Receipt approved Field Co and conditions Is acknowledged: CONSTRUCTION ENTRANCE DETAIL PER 2016 KCSWDM FIGURE C.3.1.A SCALE: NONE SET FENCE CIRCUMFERENCE EQUAL TO OR GREATER THAN -CIRCUMFERENCE OF DRIPLINE By: Date: City of Tukwila BUILDING DIVISION SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED 10.0' MAX. TOE IN SHEETING IN MINIMUM 4"X4" TRENCH REVISIONS No changes shall be made to the scopibR of work without prior approval of Tu1/4wila Building Division. Ni7ITE: lisvisfens will require a new plan submittal and may inzlude additional plan review fees. VIDE ENERGY DISSIPATION AT TOE WHEN NEEDED PLASTIC COVERING DETAIL PER 2016 KCSWDM FIGURE C.3.4.A SCALE: NONE REVIEWED FOR CODE COMPLIANCE APPROVED 'A- - it,/ of Tukwila BUILDING DIVISION API ROVED SEP 1 5 2017 CAW ot Tukwila PUBLIC Works Oft CORRE TION REFERENCE SHEET NO. SHEET OF 2 SHEETS 0 co 0 I- 0 T- 1-0 aa cn Ao .5 4 a CA ii A .s Or.; lel M41 iiiii A 1:3° . i c ISSUE DATE 1-1 CO ac DESIGNED BY: H. H. PHAN CHECKED BY: H. H. PHAN PROJ. MNGR: REVISION DESCRIPTION ITY ER EC OF MIT EIV TU REC SEP 0 1 TUKW PU LIC ED KWILA 1117 TE R CEN IL/ WO co 0 J Layout Name: Han Phan Aug 22, 2017 — 10:51pm W EG=407.95 PARCEL TAX LOT NO. 000300-0100 FG=414.00 N7 426.94�h2�pp:'E a4\\ EX6 \SIDE SEWS t STUB FG=41x4•. NEAT SAWCUT LINE SAWCUT & PAVEMENT PATCHING PER CITY STANDARDS m EXIST HOUSE EX. SEWER MAIN GAZEBO RAVEL cEA SAN SEWER MH RIM= 419.14' I.E. = 409.68', CENTER CHANNEL 8" CONC IN FROM WEST 8" CONC. OUT TO NORTH - OVERHEAD---- (P©WER & COMM.) 'EX. WATERMETER TO B,E USED FOR 'FUTURE LOT(.;' r /1,54" PINE • 0 14" FIR o_ c Sp E,P EG=416.00 WM 10' BSBL W E. PN8 E 25'07-2-l8 =X19.25 v - IW standard SD SD CATCH BASIN TYPE I RIM= 417.98' = 414.38', 18" D.I., E = 415.00', 6" PVC, N 414.16', 18" CPP, W BENCH MARK EBENKATION#421.17 A VIVA 11)A Nl ) (ASSUMED DATUM) EX. POWER POLE CATCH BASIN TYPE I At c `' IRE HYDRANT aTI S T 4l1 iTe YP E eptance is ubi f4 gqtys and which do not authoriz vliEfiatior41929, 12" CONC, E adopted standards or ordinances. The.rospotcts bil Y4" PVS, S for the adequacy of the design resttotralVfl*Tat die CONC, w designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: F •N CONSTRUCTION NOTES: CONSTRUCT 25' LONG ROOF / FOOTING BASIC DISPERSION TRENCH PER DETAIL 1. SEE GENERAL NOTE #2 O INSTALL 14 LF 6" PVC SD @ 2.00% U3 INSTALL CB -TYPE 40 OR AREA DRAIN RIM=415.00 IE (S, E)=412.30 IE (N)=412.20 C4 INSTALL 26 LF 4" PVC SOLID FOOTING DRAIN COLLECTOR @ 2.00% MIN. O INSTALL 26 LF 4" PVC ROOF DRAIN COLLECTOR @ 1.00% MIN. © INSTALL 62 LF 4" PVC SIDE SEWER LATERAL @ 2.00% MIN. SEE GENERAL NOTE 3 0 INSTALL 56 LF 6" PVC SIDE SEWER STUB FOR FUTURE LOT @ 2.00% MIN. SEE GENERAL NOTE 3 PLANT SYMBOL SCHEDULE BOTANICAL NAME COMMON NAME Know what's below. Call before you dig. HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 ft. FOUNDATION 2' GRAVEL STRIP SLOPE CONCRETE DRIVEWAY WASHED ROCK 3/4" - 1 Y2' GRAVEL STRIP DETAIL SCALE: NONE CV 4" PVC DOWNSPOUT DRAIN LINE BACKFILL PROVIDE 12" MIN COVERAGE OF DRAIN WITH CLEAN 1 1/2" - 3/4" WASHED ROCK NOTES: FILTER FABRIC (MIRAFI 100X OR EQUIVALENT) 4" PERFORATED PVC FOOTING DRAIN LINE DRAIN LINES TO BE SEPERATE AND TIGHT. PROVIDE CLEAN OUTS, ELBOWS AND OTHER FITTINGS AS NEEDED. QTY SIZE DRAINAGE DETAIL SECTION A—A ® NEW 1" WATER METER & SERVICE LINE (BY WATER DISTRICT #125 & PERMIT REQUIRED) INSTALL 45 LF 1" WATER SERVICE LINE CONSTRUCT (2'W x 20L x 2'D) GRAVEL STRIP PER DETAIL 2 CONSTRUCT CONCRETE DRIVEWAY INSTALL 10 LF 6" PVC SIDE SEWER @ 2.00% MIN. SEE GENERAL NOTE 3 13 CONSTRUCT 20' WIDE DRIVEWAY APPROACH (3"CLASS B ASPHALT OVER 6" CSBC) 14 CONSTRUCT DRYWELL FOR FOOTING DRAIN (4'W x 4'L x 4'D) PER DETAIL THIS SHEET 0 CB OR AREA DRAIN RIM=414.50 IE (E)=410.00 IE (W)=409.90 16 INSTALL 10 LF 6" PVC SD @ 1.00% PRUNUS CERASIFERA PURPLE -LEAFED PLUM "THUNDERCLOUD" LEGEND PROPERTY LINE B.S.B.L — RIGHT OF WAY LINE RIGHT OF WAY CENTERLINE — EASEMENT LINE — ADJACENT PROPERTY LINE MAXIMUM BUILDING COVERAGE HOUSE AND COVERED PORCH 2,579 SQ. FT. (INCLUDING OVERHANG & COVERED PATIO) TOTAL 2,579 SQ. FT. 2,579 / 17,711=0.1456 X 100% = 14.56% MAX. BUILDING COVERAGE EARTHWORK VOLUME ESTIMATES: LOCATION CUT (CY) FILL (CY) SITE & FOUNDATION 195 100 15 2.5" CAL. (MIN.) no DB A' A 0 4" CONCRETE PAVEMENT ' PROPOSED RESIDENCE ASPHALT PAVEMENT ] DISPERSION TRENCH OR DRYWELL PROPERTY CORNER TREE REPLACEMENT # OF REMOVED TREE 8" TREE (1) 14" TREE (/,) 18" TREE (1) # OF REPLACEMENT TREE 1 NEW TREE 8 NEW TREES 6 NEW TREES 15 NEW TREES (TOTAL) IMPERVIOUS SURFACE COVERAGE HOUSE AND COVERED PORCH (INCLUDING OVERHANG & COVERED PATIO) 2,579 SQ. FT. WALKWAY / PATIO 88 SQ. FT. DRIVEWAY 477 SQ. FT. TOTAL 3,144 SQ. FT. 3,144 / 17,711=0.1775X 100% = 17.75% IMPERV. SURF. COVERAGE SCALE: NONE OBSERVATION PORT I1/II61(1/ ,(n)(I)l(. )1)(i) 66 l(1/1\ FLOW TOPSOIL (1 )(I)I( TEE SMALL CB OR J YARD DRAIN MIN. 4" DIA. PIPE GEOTEXTILE FABRIC (TOP & SIDES ONLY) JO-� OHO _J \)Q 000 0000 o0 Q (AiyA )u)i( 00 0 DDo O r\00(> 3/4" - 1 1/2" )0C( WASHED GRAVEL.00 Oc DD,n_ F\0, O o MIN. 1' OR 3' ABOVE SEASONAL HIGH GROUNDWATER ELEVATION AND HYDRAULICALLY -RESTRICTIVE MATERIAL DRYWELL DETAIL SCALE: NONE GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 2. KEEP ROOF / FOOTING DISPERSION TRENCH 5' MIN. FROM PROPERTY AND 15' MIN. FROM HOUSE FOUNDATION. 3. VALLEY VIEW SEWER DISTRICT PERMIT REQUIRED PARCEL NUMBER 0003000099 CLEAN OUT WYE FROM PIPE w w END CAP OR PLUG .40 6" RIGID PERFORATED PIPE @ 0.0% NOTCHED GRADE BOARD A 15.0' MIN 5.0' MIN 6" SOLID PIPE @ 1.0% MIN. EXISTING GROUND \7., ROOF DRAIN CATCH BASIN OR AREA DRAIN WITH SOLID LID PLAN VIEW NTS ROOF DRAIN ROOF DOWN SPOUT WITH OVERFLOW WYE AND SPLASH BLOCK BEND IF NEEDED TEE z 2 FINE MESH SCREEN ELEVATION VIEW NTS GALVANIZED BOLTS 5°1°M 30" 4" SOLID PIPE �; 6"RIGID PERFORATED PIPE ,»V LAID LEVEL • •a,1•. a. /a /a . io . •it f • • et? ' ��• .•/1•*•"; •Or/• iI• GEOTEXTILE FABRIC (TOP & SIDES ONLY) WASHED ROCK 3/4" -1 1/2" m 4"X4' SUPPORT POST SECTION A -A NOTES' 1. THIS TRENCH SHALL BE CONSTRUCTED SO AS TO PREVENT POINT DISCHARGE AND/OR EROSION. 2. TRENCH AND GRADE BOARD MUST BE LEVEL. ALIGN TO FOLLOW CONTOURS OF SITE. 3. SUPPORT POST SPACING AS REQUIRED BY SOIL CONDITIONS TO ENSURE GRADE BOARD REMAINS LEVEL. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 2 2017 • City of Tukwila BUILDING DIVISION 2" GRADE BOARD NOTCHES ROOF DISPERSION TRENCH DETAIL SCALE: NONE 18" O.C. 2 1/7 017'! REFERENCE SHEET NO. C2 SHEET 2 OF 2 SHEETS z 0 UJ x— OO Q OF— N- 0 —MO Qv�� J M Q 0 J 0 0 w u ix)U) N N rn ‘t- *:, 0 N I- O N O — o o 0 z m LC O REVISION DESCRIPTION C P z I- 0 I DESIGNED BY: I- 0 m 2 Z CI- CI- ± ± _ _ CHECKED BY: PROJ. MNGR: R ITY A ER EC OF EIVED TUKWIL Us 0 'z.017 MIT CENTE R A m w 0 O 8 WILDING CODE: 2015 iNTERRNATIONAL BLDG. CODE (IBC), AND BY REFERENCE WHERE APPLICABLE THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED BY LOCAL JURISDICTION. ROOF LIVE LOAD • 25 PSF (SNOW) ROOF DEAD LOAD • 15 P8F FLOOR LIVE LOAD ■ 40 PSF FLOOR DEAD LOAD • 15 PSF WIND LOAD • 110 MPH WIND SPEED, EXPOSURE 'B', RiSK CAT. ii TYPE: V OCCUPANCY GROUP: R-3 DESIGN CRITERIA: TABLE 83012(1) GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATECIORi' SUBJECT TO DAMAGE 9 C11iCE WINTER DESIGN TEMP. SI1E1-P UNDER- LAYMENT REQUIRED FLOOD HAZARDS AiR FREEZING NOV MEAN AMIUTAL TEMP SPEED (MPH) TOPOGRAPHIC ACTS SPECiAL. WIND REGION WIND-BORNE DEBRIS ZONE WEATIERMG FROST LME Dl'PTH TE%1"IITE 25 110 16 a 16 DI/D2 MOD 18 Mom iT 12 R POCAL JURISDICTION 50 50 ADDITIONAL REQUIRED SUBMITTAL ITEMS ITEMS TO BE SUBMITTED BY THE OWNER OR CONTRACTOR AT TIME OF PERMIT SUBMITTAL: - MFG. JST. DESIGN AND LAYOUT iF APPLICABLE (FROM MANUFACTURER) - MFG. TRUSS DESIGN AND LAYOUTS (FROM MANUFACTURER) GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS BASED ON. AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSH. EXTERIOR FOOTINGS SHALL BEAR IS' (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORRGANIC SURFACE SOILS. BACKFILL TO BE THOROUGHLY COMPACTED. a: Ai I MINIMUM COMPRESSIVE STRENGTH OF CONCRETE PER TABLE R402.2 TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION MNiMM COMPRESSIVE STRENGTH (Pc) AT 28 DAYS MODERATE UJEATI ERING POTENTIAL BASEMENT WALLS, FOUNDATIONS 4 OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 pet BASEMENT SLABS 4 iNtERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLABS. Z500 pet BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS 4 OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3000 pet (5% to 1% air entrained PORCHES, CARPORT SLABS 4 STEPS EXPOSED3 TO THE U,EATI ER 4 GARAGE FLOOR SLAB. j pet (5% to 1% air entrained) CONCRETE 'BATCH TICKET' SHALL BE AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL REINFOiRCING STEEL TO COMPLY WITH ASTM A615 GRADE 40. ULNA. (SEE STRUCTURAL) I. AVON BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 1/4'x3'x3' PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN 1' OF MASONRY OR CONCRETE TO BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FOUNDATION SILL BOLTS TO BE 5/8' DIAMETER AT 5'-0' O.C. UN.O. WITH MIN. 1' EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR LISP STRUCTURAL CONNECTORS. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED LUMBER SHALL IBE RETREATED IN THE FiELD IN ACCORDANCE WITH AWPA M4. (END CUT SOLUTION BY WOLMANIZED WOOD) PER iRC 8311.1.1, FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL BE OF NOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER. 6' MN. CLEARANCE BETWEEN WOOD AND GRADE. 12' MN. CLEARANCE BETWEEN FLOOR BEAMS AND GRADE. 1S' MIN. CLEARANCE BETWEEN FLOOR JOIST AND GRADE. PAMPPROOFING EXCEPT WHERE REQUIRED BY SEC. R4062 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOPED FROM THE HIGHER OF (a) THE TOP OF THE FOOTING OR (B) 6 INCHES BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8 INCH PORTLAND CEMENT PARING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE DAMPPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: L BITUMINOUS COATING. 2.3 POUNDS PER SQ. YD. OF ACRYLIC MODIFIED CEMENT. 3. to' COAT OF SUIRFACE-BONDING CEMENT COMPLYING WITH ASTM C 881. 4. ANY MATERIAL PERMITTED FOR WATERPROOFING IN SEC. R4062. 5. OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARGNG OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MATERIAL 15 APPROVED FOR DIRECT APPLICATION TO THE MASONRY. CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING ANY ONE OF THE LISTED DAMPPROOFING MATERIALS OR ANY ONE OF THE WATERPROOFING MATERIALS LISTED IN SECTION R4062 TO THE EXTERIOR OF THE WALL. WATERPROOFING R406.2 - IN AREAS WHERE A HiGH WATER TABLE OR OTHER SEVERE SOIL -WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED PROM THE HIGHER OF (a) THE TOP OF THE FOOTING, OR (b) 6 INCHES BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. WALLS SHALL BE WATERPROOFED iN ACCORDANCE WITH ONE OF THE FOLLOWING: 1.2 -PLY HOT -MOPPED FELTS. 2.55 POUND ROLL ROOFING.. 3.6 -MIL POLYVINYL CHLORIDE. 4.6 -MIL POLYETHYLENE 5. 40-11IL POLYMER -MODIFIED ASPHALT. 6. 60 -MIL FLEXIBLE POLYMER CEMENT. 1. VD' CEMENT -BASED, FIBER -REINFORCED, WATERPROOF COATING. S. 60 -MIL SOLVENT -FREE, LIQUID -APPLIED SYNTHETIC RUBBER. EXCEPTION: ORGANIC -SOLVENT -BASED PRODUCTS SUCH AS HYDROCARBOiNS, CHLORINATED HYDROCARBONS, KETONES AND ESTERS SHALL NOT BE USED FOR ICF WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL. USE OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND PARRGINGS TO SEAL iCF WALLS IS PERMITTED. COLD -SETTING ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE C OF ASTM D 449. HOT ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 2001. ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. VENTILATION 8408.1 - THE UNDER -FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY THE BASEMENT) SHALL HAVE VENTILATION OPENING THROUGH FOUNDATION WALLS OR EXTERIOR WALLS. A GROUND COVER OF SIX MIL (0.006 IN THICK BLACK POLYETHYLENE OR APPROVED EQUAL SHALL BE LAID OVER THE GROUND WITHIN CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED SIX INCHES MINIMUM At THE JOINTS AND SHALL EXTEND TO THE FOUNDATION WALL. EXCEPTION: THE GROUND COVER MAY BE OMITTED IN CRAWL SPACES IP THE CRAWL SPACE HAS A CONCRETE SLAB FLOOR WITH A MINIMUM THICKNESS OF TWO INCHES. T►� -4 N1 pRAFTS'TOPPING R302.12 IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE 4 BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE 4 A CEILING MEMBRANE BELOW, DRAFTSTOPPiNG SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. DRAFTSTOPPING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION R302.12.1. FIREBLOCKiNG R302.11 IN COMBUSTIBLE CONSTRUCTION, PIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKiNG SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS: 1.1. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 12. HORIZONTALLY AT INTERVALS NOT EXCEEDING I0ft 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS. 3. N CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OP THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRC SECTION R3021 02' GAB) 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FiLLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE IRC SECTION R1003.19. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DUELLING IS REQUIRED AT THE LINE OF DUELLING UNIT SEPARATION. FIREBLOCKING SHALL CONSIST OF MATERIALS LISTED IN iRC SECTION R302.I1.I LOOSE -FILL INSULATION MATERIAL SHALL NOT SE USED AS A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED. THE INTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTAINED. i GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE R602.3(1) GYPSUM WALL BOARD AT INTERIOR WALLS TO BE FASTENED ACCORDING TO TABLE 81023.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD TABLE R10239 114IC.KNES6 CF A BOORO GYPSUM PANEL PRODUCTS (INGRES) Ar" -KATION ORJENTATIaN CF BOARD GYPSUN PANELTO PRODUCTS TO FRAMING MAXIMUM SPACING F M rorems (IPUCHES o..) MAXIMUM SPACING FASTENERS (IJCNE6) SIZE OF NA11.8 FOR APPLICATION WOOD FRAMING NAILS w/o a,sive d SCREWS 3�, CEILING PERPENDICULAR 16 1 12 13 GAGE, 1-1/4'HE 4' LONG,19/64' AP, 01798' DIA, 1-1/4'LONGI , ANNULAR - RINGED, OR 4d COOLER NAIL, 0080' DIA,. 1-3/8' LONG,1/32' HEAD. WALL EITHER DIRECTION 16 a 16 MI CEILING EITHER DIRECTION 16 1 12 13 GAGE, 1-3/8' LONG, 18164' HEAD, 0098' DIA, 1-1/4' LONG, ANNULAR - RINGED, OR Ed COOLER NAIL 00e4' PIA. 1-E/8' LONG, 0/64' HEAD, CEILING PERPENDICULAR 24 1 12 OR GYPSUM BOARD NAIL 0 13' DIA, 1-1/8' LONG, 9/32' HEAD. WALL EITHER DIRECTION 24 8 12 tU4LL EITHER DIRECTION 16 8 16 33/8' CEILING EITHER DIRECTION 16 ., 12 13 GAGE, 1-3/8" LONG, 18/64' HEAD, 0098' PIA, 1-3/8' LONG, ANNULAR - RINGED, OR 6d COOLER NAIL, 0.092 DIA, I-I/B LCNGR, V4' HEAD, OR GYPSUM BOARD NAiL. 0.098' PiA. I -1/S' LONGI 19/64' HEAD. CEILMG PERPENDICULAR 24 1 12 TYPE X AT GARAGE CLG BENEATH HABITABLE ROOMS PEtRPENDICULAR 24 6 6 I-1/8' LONG 6d COATED NAILS OR EQJIVALENT DRYWALL SCREWS. SCREUJS SHiALL ccii Y Wi1H SECi'ION R10233.1. WALL EITHER DIRECTION 24 8 12 13 GAGE, I -S/8' LONG, 19/64" HEAP, 0.088' PIA, I-3/8' LONG, ANNULAR - RINGED: OR 6d'000LERR NAIL,0092' DIA. 1-1/8' LONG, V4' HEAD, CR GYPSUM BOARD NAiL 0.09)8' CNA. 1-1/8' LONG. 19/*4' HEAD. WALL EITHER DIRECTION 16 8 16 APPLICATION WITH ADHESIVE 3/8' CEILING FERPERDICULAR 16 16 16 I3AME AS ABOVEAFOR 3/8' GYPSUM BOARD AND GYPSUM PANEL WALL EITHER DIRECTION 16 16 24 1/2' OR 33/8' CEILING EITHER DIRECTION 16 16 I6 8AME CEILING PERPENDICULAR 24 12 ib AS ABOVE FOR 1/2' AND 3/8' GYPSUM BOARD AND GYPSUM PANEL PRODUCT'S, RESPECTIVELY. WALL EITHER DIRECTION 24 lb 24 TWO 3/8 LAYERS CEILING PERPENDICULAR 16 16 lb BASE PLY NAILED AS ABOVE FOR 1' GYP&P1 BOARD AND GYPSUM PANEL PRODUCTS, FACE PLY METALLED WITH ADHESIVE. WALL EITHER DIRECTION 24 24 24 FASTENERS ALL NAILS SPECIFIED ON THIS PLAN SHALL BE COMMON OR GALVANIZED BOX (UNLESS NOTED OTHERWISE) OF THE DIAMETER AND LENGTH LISTED BELOW OR AS PER APPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) Sd COMMON (0.131' DIA., 2-1/2' LENGTH), Sd BOX (0.113' DIA, 2-1/2' LONG), 10d COMMON (0.148'. DIA., 3' LONG) 10d BOX (0.128' DIA., 3' LENGTH), 16d COMMON (0.162' DIA, 3-1/2' LONG), 16d SINKER (0.148 DIA, 3-1/4' LONG) 5d COOLER (0.086' DIA, 1-5/8' LONG ), 6c1 COOLER (0.092' DIA, 1-1/S' LONG) LUMBER GRADES FRAMING LUMBER SHALL COMPLY TO THE LATEST EDITION OF WWPA GRADING RULES FOR THE WESTERN LUMBER. ALL SAWN LUMBER SHALL SE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING UNADJUSTED DESIGN MNIMUM PROPERTIES: JOISTS: WOOD TYPE; 2X4 2X6 OR LARGER HF 02 - Fb11850 pet, Fv■15 psi, Fc•1300 pet, E■1200000pst HF °2 - Fb■850 pet, Fv1,15 pet, Fc■I300 pet, E■1200000pe1 BEM 4X 6X OR LARGER DF -L *2 - 112•900 pet, Fv•95 pst, Fc•1350 pot, E■I600000pe1 DF -L n - Fb■815 pet, Pv•85 pet, Fc•600 per, E■1300000ps1 STUDS HF +2 - Fb■850 pet, Fv■15 psi, Fc•1300 psi, E■1200000pe1 HF 02 - Fb■S50 psi, Fv•15 pet, Fc•1300 pet, E•1200000pe1 2X4 2X6 OR LARGER POSTS HF 42 - Fb■900 pet, Fv■95 psi, Fc•1350 pet, E■1600000pe1 HF 62 - Fb■900 pet, Fv•95 psi, Fc•1350 pet, E■1600000pei DF -L °I - Fb■100 pet, Fv■85 psi, Fc■415 psi, E■1300000pei DF -L °2 - Fb■100 psi, Fv■e5 psi, Pc■415 pet, E■1300000pe1 4X4 4X6 OR LARGER 6X6 OR LARGER 6X6 OR LARGER GLUED -LAMINATED BEAM (GLB) SHALL BE 24P -V4 FOR SINGLE SPANS 4 24F -V8 FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: He, • 2,400 PSI, Fv • 165 PSI, Fe • 650 PSI (PERPENDICULAR), E • 1,800000 PSI. ENGINEERED WOOD BEAMS AND I -JOIST CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS FOR APPROVAL BY BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST ICC EVALUATION REPORT. BEAMS DESIGNATED AS 'PSL' SHALL HAVE THE MINIMUM PROPERTIES: Fb • 2,900 PSI, Fv • 250 PSI, Fc • 150 PSI (PERPENDICULAR), E • 2000000 PSi. BEAMS DESIGNATED AS 'LVL' SHALL HAVE THE MINIMUM PROPERTIES: Pb • 2,600 PSI, Fv • 285 PSI, Pc • 150 PSI (PERPENDICULAR), E • 1,900000 PSI. BEAMS DESIGNATED AS 'LSL' SHALL HAVE THE MINIMUM PROPERTIES: Flo • 1,100 PSI, Fv • 400 P81, Fc • 680 PSI (PERPENDICULAR), E • 1,300000 PSI. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE LIMITED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUM • L/480, FLOOR TOTAL LOAD MAXIMUM • L/240. RFABRICATED WOOD TRUSSES; PREFABRICATED WOOD TRUSSES SHALL SE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS AS STATED IN THE GENERAL NOTES. TRUSSES SHALL BE DESIGNED 4 STAMPED BY A LICENSED PROFESSIONAL ENGINEER AND FABRICATED ONLY FROM THOSE DESIGNS. NONBEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER (SUCH AS SIMPSON STC) TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT HEAR ON THE WALL. ALL PERMANENT TRUSS MEMBER BRACING SHALL BE INSTALLED PER THE TRUSS DESIGN DRAWINGS. ROOF/WALL/FLOOR SHEATHING TYPICAL WALL 4 ROOF SHEATHING SHALL SE 1/16' RATED SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE ad COMMON a 6' O.C. s PANEL EDGES AND 12' O.C. IN FIELD UN.O. ON SHEARWALL SCHEDULE. SPAN INDEX SHALL BE 24/0 FOR WALLS AND 24/16 FOR ROOF. FLOOR SHEATHING SHALL BE 3/4' T4G RATED (40/20) SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE Sd COMMON AT 6' O.C. a PANEL EDGES AND 12' 0.0. IN FIELD. SPAN INDEX SHALL BE 40/20 UNLESS NOTED OTHERWISE. STAGGER END LAPS At ROOF AND FLOOR SHEATHING. WALL FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENNGS IN SUCH A MANNER AS TO BE LEAKPROOF, 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WiTH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO OPENINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 1. AT BUILT-IN GUTTERS. • • I P a► ,.. PER 2015 WASHINGTON STATE ENERGY CODE WINDOWS SHALL BE INSTALLED AND FINISHED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. ALL SKYLIGHTS AND SKY WALLS TO BE LAMINATED GLASS UNLESS NOTED OTHERWISE. SECTION 8310 -EMERGENCY ESCAPE 4 RESCUE OPENINGS R3101 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE REQUIRED IN EACH SLEEPING ROOM. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. EXCEPTION: STORM SHELTERS AND BASEMENTS USED ONLY TO HOUSE MECHANICAL EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQ FT. MINIMUM OPENING AREA: ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A 11114. NET CLEAR OPENING OF 5.1 SQ. FT. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MN. 5.0 SQ. FT. MINIMUM OPENING HEIGHT: THE MN. NET CLEAR OPENINGS HEIGHT SHALL BE 24 INCHES. MINIMUM OPENING WIDTH: THE MN NET CLEAR OPENING WiDTH SHALL BE 20 INCHES. MAXIMUM SILL HEIGHT: WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44' ABOVE THE FLOOR, WHERE THE SILL HEIGHT IS BELOW GRADE, IT SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SEC. R3102.3. SAFETY GLAZING SHALL BE INSTALLED iN THE FOLLOWING LOCATIONS OR AS OTHERWISE REQUIRED PER IRC SECTION 8308.4 1. GLAZING IN DOORS - SIDE HINGED DOORS, SLIDING GLASS DOORS AND PANELS IN SLIDING, 4 BiFOLD POOR ASSEMBLIES PER iRC SECTION R308.4.I. 2. GLAZING ADJACENT TO DOORS - PANELS WITHIN 24' OF EITHER SIDE OF THE DOOR 114 CLOSED POSITION PER IRC SECTION R308.42. 3. GLAZING IN WiNDOWS - THE PANE IS LARGER THAN 9 SQ. FT., THE BOTTOM EDGE IS LESS THAN 18' ABOVE THE FLOOR, THE TOP EDGE IS MORE THAN 36' ABOVE THE FLOOR, AND ONE OR MORE WALKING SURFACES ARE WITHIN 36', MEASURED HORIZONTALLY AND N A STRAIGHT LINE OF THE GLAZING PER IRC SECTION RR308A3. 4. GLAZING IN GUARDS AND RAILS PER IRC SECTION 8308.4.4. 5. GLAZING iN WET SURFACES - WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE IS LESS THAN 60' MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE PER IRC SECTION 8308.45. 1. GLAZING ADJACENT TO STAIRS AND RAMPS - WHERE THE BOTTOM EXPOSED EDGE IS LESS THAN 36' ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDNG BETWEEN FLIGHTS OF STAIRS AND RAMPS PER IRC SECTION R308,4.6. 8. GLAZING ADJACENT TO THE BOTTOM STAIR LANDING - WHERE THE GLAZING IS LESS THAN 36' ABOVE THE LAND! HORIZONTAL ARC LESS THAN ISO DEGREES FROM THE BOTTOM TREAD NOSING PER iRC SECTION R305.4.1. City of -Mita T1 IP M016 s 0T1 R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE N ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. R302.10.1 INSULATION INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPRO-PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 123. EXCEPTIONS: 1. WHERE SUCH MATERIALS ARE INSTALLED N CONCEALED SPACES, THE FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX LIMITATIONS DO NOT APPLY TO THE FACINGS, PROVIDED THAT THE FACING IS INSTALLED IN SUBSTANTIAL. CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, FLOOR OR WALL FINISH. 2. CELLULOSE FIBER LOOSE -FILL NSULATiON, THAT IS NOT SPRAY APPLIED, COMPLYING WITH THE REQUIREMENTS OF SECTION 8302.103, SHALL NOT BE RREQUiRED TO MEET THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 AND SHALL BE REQUIRED TO MEET A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 WHERE TESTED N ACCORDANCE WITH CANA1LC 51022. 3. FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION 8316. R302.102 LOOSE -FILL NSULATiON LOOSE -FILL INSULATION MATERIALS THAT CANNOT RBE MOUNTED IN THE ASTM E 84 OR UL 123 APPARATUS WITHOUT A SCREEN OR ARTIFICIAL SUPPORTS SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE -DEVELOPED LIMITS OF SECTION 8302.10.1 WHERE TESTED IN ACCORDANCE WITH CAN/ULC 81022. EXCEPTION: CELLULOSIC FiBER LOOSE -FILL INSULATION SHALL NOT BE REQUIRED TO BE TESTED IN ACCORDANCE WITH CAN/ULC 81022, PROVIDED SUCH INSULATION COMPLIES WITH THE REQUIREMENTS OF SECTIONS R302.10.1 AND R302.10.3. }R302.103 CELLULOSIC FIBER LOOSE -FILL INSULATION CELLULOSIC FIBER LOOSE -FILL NSULATiON SHALL COMPLY WITH CPSC 16 CFR, PARTS 1205 AND 1404. EACH PACKAGE OF SUCH INSULATING MATERIAL SHALL BE CLEARLY LABELED IN ACCORDANCE WITH CPSC 16 CPR, PARTS 1209 AND 1404. 8302.10.1 EXPOSED ATTIC INSULATION EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. R302.10.5 TESTING TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE N ACCORDANCE WiTH ASTM E 510. JNFILTRATION CONTROL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, PENETRATIONS N FLOORS, ROOFS AND WALLS AND ALL SIMILAR OPENINGS SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. R102.1 VAPOR RETARDERS CLASS I OR II VAPOR RETARDERS ARE REQUIRED ON THE INTERIOR SIDE OF FRAME WALLS IN CLIMATE ZONES 5, 6,1, 8, AND MARINE 4. EXCEPTIONS: I. BASEMENT WALLS. 2. BELOW -GRADE PORTION OF ANY WALL. 3. CONSTRUCTION WHERE MOISTURE OR ITS FREEZING WILL NOT DAMAGE THE MATERIALS. R102.1.1 CLASS III VAPOR RETARDERS CLASS III VAPOR RETARDERS SHALL BE PERMITTED WHERE ANY ONE OF THE CONDITIONS N TABLE R102.1.1 IS MET. R102.12 MATERIAL VAPOR RETARDER CLASS. THE VAPOR RETARDER CLASS SHALL BE BASED ON THE MANUFACTURER'S CERTIFIED TESTING OR A TESTED ASSEMBLY. THE FOLLOWING SHALL BE DEEMED TO MEET THE CLASS SPECIFIED: CLASS I: SHEET POLYETHYLENE, UNPERFORATED ALUMINUM FOIL. CLASS II: KRAFT -FACED FIBERGLASS BATTS. CLASS IiI: LATEX OR ENAMEL PANT. R102.13 MINIMUM CLEAR AIRSPACES AND VENTED OPENINGS FOR VENTED CLADDING. FOR THE PURPOSES OF THiS SECTION, VENTED CLADDING SHALL INCLUDE THE FOLLOWING MINIMUM CLEAR AIRSPACES. OTHER OPENING WITH THE EQUIVALENT VENT AREA SHALL BE PERMITTED. I. VINYL LAP OR HORIZONTAL ALUMINUM SIDING APPLIED OVER A WEATHER -RESISTIVE BARRIER AS SPECIFIED IN TABLE R1033(1). 2. BRICK VENEER WITH A CLEAR AIRSPACE AS SPECIFIED IN TABLE 81038.4. 3. OTHER APPROVED VENTED CLADDINGS. WSEC R4024 AIR LEAKAGE (MANDATORY) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LiMIT AIR LEAKAGE 114 ACCORDANCE SECTIONS R402A.I THROUGH 8402.4.4. R4024.12 TESTING THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE EXCHANGES PER HOUR. 0Ti WITH THE REQUIREMENTS OF OF NOT EXCEEDING 5 AIR POSTING OF CERTIFICATE WSEC R4013 A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED, A UTILITY ROOM, OR AN APPROVED LOCATION INSIDE THE BUILDING. WHEN LOCATED ON AN ELECTRICAL PANEL, THE CERTIFICATE SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABELS. THE CERTIFICATES SHALL LIST THE PREDOMINANT R -VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U -FACTORS FOR FENESTRATION AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATES SHALL LiST THE VALUE COVERING THE LARGEST AREA THE CERTIFICATES SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. WHERE A GAS-FIRED INVENTED ROOM HEATER, ELECTRIC FURNACE, OR BASEBOARD ELECTRIC HEATER IS INSTALLED IN THE RESIDENCE, THE CERTIFICATES SHALL LIST 'GAS-FIRED UNVENTED ROOM DATER' 'ELECTRIC FURNACE' OR 'BASEBOARD ELECTRIC HEATER, ' AS APPROPRIATE. AN EFFICIENCY SHALL NOT BE LISTED FOR GAS-FIRED INVENTED ROOM HEATERS, ELECTRIC FURNACES OR ELECTRIC BASEBOARD HEATERS. PUCT LEAKAGE TESTING= DUCTS SHALL BE LEAK TESTED 114 ACCORDANCE WITH WSU RS -33, USING THE MAXIMU I DUCT LEAKAGE RATES SPECIFIED N 2015 WSEC SEC. R403.33. A WRITTEN REPORT OF THE RESULTS SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. IEUILDNG AIR LEAKAGE TESTING 2015 WSEC SEC. R402.4 THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS R4024.1 THROUGH 8402.4.4. tstrTEBs 2015 UNIFORM PLUMBING CODE SEC. 312.12 STRAINER PLATES ON DRAIN INLETS SHALL BE DESIGNED AND INSTALLED SO THAT NO OPENING EXCEEDS 1,2 OF AN INCH IN THE LEAST DIMENSION. 312.12.1 METER BOXES SHALL BE CONSTRUCTED IN SUCH AN MANNER THAT RATS CANNOT ENTER A BUILDING BY FOLLOWING THE SERVICE PIPES FROM THE BOX INTO THE BUILDING. 312.122 METAL COLLARS IN OR ON BUILDINGS WHERE OPENINGS HAVE BEEN MADE IN WALLS, FLOORS, OR CEILINGS FOR THE PASSAGE OF PIPES, SUCH OPENINGS SHALL BE CLOSED AND PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS SECURELY FASTENED TO THE ADJOINING STRUCTURE. 312.123 TUB WASTE OPENINGS N FRAMED CONSTRUCTION TO CRAWL SPACES AT OR BELOW THE FIRST FLOOR SHALL BE PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS OR METAL SCREEN SECURELY FASTENED TO THE ADJOINING STRUCTURE WITH NO OPENING EXCEEDING I/2 OF AN INCH IN THE LEAST DIMENSION. _II I`► WSEC SECTION R404 LIGHTING EQUIPMENT PER SEC R404.1 - A MINIMUM OF 15 PERCENT OF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. INTERIOR STAIRWAY ILLUMINATION PER SEC 83031 iRC INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL SE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LiGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC R303.8 iRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. S PER SEC R602.6 DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: RECEIVED CITY OF TUKWILA 1. NOTCHING. ANY STUD iN AN EXTERIOR WALL OR BEARING PARTITION SHALL BE PERMITTED TO BE CUT OR NOTCHED TO A DEPTIjUM 2 S 2017 NOT EXCEEDING 25% OF iTS WIDTH. STUDS IN NONBEARING PARTITIONS SHALL BE PERMITTED TO SE NOTCHED TO A DEPTH NOT TO EXCEED 40% OF A SINGLE STUD WIDTH. PERMIT CENTS 2. DRILLING. ANY STUD SHALL BE PERMITTED TO BE BORED OR DRILLED, PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE IS NO MORE THAN 60% OF THE STUD WIDTH, THE EDGE OF THE HOLE 18 NO MORE THAN % INCH TO THE EDGE OF THE STUD, AND THE HOLE iS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH. STUDS LOCATED IN EXTERIOR WALLS OR SEARING PARTITIONS DRILLED OVER 40% AND UP TO 60% SHALL ALSO BE DOUBLED WITH NO MORE THAN TWO SUCCESSIVE DOUBLED STUDS BORED. SEE FIGURES R602.6(1) AND R6023(2). EXCEPTION: USE OF APPROVED STUD SHOES IS PERMITTED WHERE THEY ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. DRILLING AND NOTCHING OF TOP PLATE. PER SEC R6026.I WHEN PIPING OR DUCTWORK iS PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR LOAD-BEARING WALL, NECESSITATING CUTTING, DRILLING OR NOTCHING OF THE TOP PLATE BY MORE THAN 50 PERCENT OF IT'S WiDTH, A GALVANIZED METAL TIE NOT LESS THAN 0.054 INCH THiCK AND 1-1/2' INCHES WIDE SHALL BE FASTENED ACROSS AND TO THE PLATE At EACH SIDE OF THE OPENING WITH NST LESS THAN EIGHT I0d NAILS HAVING A MINIMUM LENGTH OF /2' INCHES AT EACH SIDE OR EQUIVALENT. THE METAL TIE MUST E IN OF 6 5 PAST EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS z • z2a 33 � roi � z g� �o &-.;i o Cc'' 1-4 • 5230 South137th St. 444 CS‘ a� 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2 -3752-2R Date: 2015 N•1 Z H un limA W ❖ zM ; 04 4t4 g 141 u Ay"' i� Z : a -44 inN • 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: Date: N-2 NTILATION FEQ Ft ENTS .... RooF ATTIC VENTILATION CALCULATIONS INTEGATW 24 W WWOLE WOUSNI ATION SEC. M1501 VENTILATION I I CALCULATIONS AT I ONS 4 RE QU I EM * I I QTS MCHANI 111501,4.1 LOCAL EXHAUST FANS EXHAUST FANS PROVIDING LOCAL EXHAUST SHALL HAVE A MINIMUM HEATING, EQUIPMENT ALL WARM -AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND FAN FLOW RATING NOT LESS THAN 50 cfln AT 025 INCHES WATER GAUGE FOR BATHROOMS, LAUNDRIES, INSTALLED t0 LISTED SPECIFICATIONS. OR SIMILAR ROOMS AND 100 cfn NO WAPM-AIR FURNACES SHALL BE INSTALLED N A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, FLOW RATINGS SHALL BE DETERMINED BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH EXCEPTION` WHERE A RANGE AT 025 INCHES WATER GAUGE FOR KITCHENS. MANUFACTURERS' AS PER 1-1V1 516 (APRIL 1995) OR AMCA 210. HOOD OR DOWN DRAFT EXHAUST FAN IS USED TO SATISFY FAN THE AT LEAST 40%4 NOT MORE THAN 50% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST PONT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. VENTILATION REQUIRED PER SEC. R806.1 - ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, ENCLOSED FURNACES AN ELECTRIC HEATING RIR ACES. LOCAL EXHAUST REQUIREMENTS LIQUEFIED PETROLEUM GAS -BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT. BASEMENT OR SIMILAR SHALL NOT BE LESS THAN LOCATION WHERE HEAVIER THAN AIR GAS MiGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED N AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN M1501.42 LOCAL EXHAUST APPROVED MEANS FOR REMOVAL OF UNBURNED GAS. SWITCHES, DEHUMIDiSTATS, HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES A GLOW, SPARK OR FLAME CONTROLS SHALL BE CAPABLE OF IGNITING FLAMMA13LE VAPORS SHALL BE INSTALLED WiTH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SUIITCNES AT LEAST 18' ABOVE THE FLOOR LEVEL. T' , -' x . `... - . 3(1) 100 CONTROLS TIMERS, READILY coo. FOR KITCHENS, THE RANGE HOOD OR DOWN DRAFT cfm AT 0.10 INCHES WATER GAUGE. LOCAL EXHAUST SYSTEMS SHALL BE CONTROLLED OR OTHER APPROVED MEANS. LOCAL EXHAUST ACCESSIBLE. -" `= umoLe NOM MeCWANICAL. EXHAUST BY MANUAL SYSTEM FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSIONS OF 1/16' INCH MINIMUM AND 1/4' MCH MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4' SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16' MINIMUM AND 1/4' MAXIMUM. OPENINGS N ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 88021. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR MINIMUM VENT AREA PER SEC. 88062 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE (/150 'f'I1,A1'I TEMPERATURE CONTROL THE PRIMARY SPACE CONDITIONING SYSTEM WITHIN EACH UNIT SHALL 8Y�► M AIRMAW I ' Fes` 6. DWELLING BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE WSEG SEC. 403.1.1 DWELLING NUMBER OF BEDROOMS VENTILATION EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE BW GAS VENT SHALL BE UNIT FLOOR AREA(GF) 0-1 2-3 4-5 6-1 >1 INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MFR'S INSTALLATION INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. AIRFLOW IN CFM OF THE AREA OF THE VENTED SPACE. VENT AND INSULATION CLEARANCE PER SEC. 88063 - WHERE EAVE OR CORNICE VENTS ARE A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE THE HIGHEST POINT WHERE THE VENT <1,500 30 45 60 15 90 PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' OF THE VENT. 1,501-3,000 60 15 90 1ID5 INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AiR. NOT LESS THAN A 1 -INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. UPPER ROOF: (AREA 1) UTILITY ROOM NOTES/MAKE UP AIR 3,001-4,500 60 15 90 105 120 1. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED 4,501-6,000 15 90 105 120 135 WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION. 6,000-1500 90 105 120 135 150 1,929 SQ. FT. OF ATTIC AREA/300 ■ 6.43 SQ. FT. NOTE: UPPER ROOF VENTING PROVIDED BY '1'x10' 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR. WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 >1,500 105 120 135 150 165 OF VENTILATION REQUIRED (926 SQ. INCHES) UPPER VENTS ■ 463 Sq. In. (10 AF50 VENTS) NOTE: I OW ROOF VENTS. (50 * IN. PER VENT) EAVE VENTING PROVIDED BY (4)-2 1/8' DIAMETER SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR MEANS. > '%' +�� I�' �,,E �0 ICAL LOWER VENTS ■ 463 Sq. In. 'BIRD HOLES' PER EAVE BLOCK 39 EAVE VENTS x 12' PER BLOCK ■ 468 Sq. In. (4)-2 1/8' DIA HOLES ■ 14.16 Sq. In. w/O MESH NFA w/ MESH ■ 12' Sq. In. PER BLOCK LOUR ROOF - COVE) PATIO: (AREA 2) E , :::: D . 100 SQ INCH TRANSFER GRILL PER IRC 62435 4 (614.6) VENTILATIMI- TE PACT • ; �,►� o - ; » I TI r i�i� . ' ! RUN-TIME qo IN EACH 4 -HOUR SEGSMENT 25% 33% 50% 66% 15% 100% AS AMENDED BY WASHINGTON STATE FACTOR 4 3 2 1.5 1.3 1.0 55 SQ. FT. OF ATTIC AREA/300 ■ 18 SQ FT.NOS; UPPER ROOF VENTING PROVIDED BY MI501.1 GENERAL LOCAL EXHAUST OR WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS AND EQUIPMENT SHALL BE DESIGNED IN ACCORD,MICE WiTH THIS SECTION. "' '' ' M I" °' �•O� St OF VENTILATION REQUIRED (26 SQ. INCHES) OR -A -VENT ROOF -2 -WALL EAVE VENTS ■ 13 Sq. In. (S SQ. N. PER LINEAL Ft) PENT 2 EAVE VENTS x12' PER BLOCK ■ 24 Sq. In. UPPER VENTS • 13 Sq. in. (CCNT. ROOF -2 -WALL VENT) 8.5 SQ. IN. X 2 LF(TRUSS BAY): 11 SQ. IN. PER TRUSS BAY 13 SQ IN. REQUIRED/ 11 SQ. N. 1 BAY LOWER ROOF - GARAGE: (AREA 3) •'»AM -PA4MiL.1' � M15012 RECIRCULATION OF AIR EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO AREA TO BE EXHAUSTED EXHAUST RATES THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE OR OTHER AREAS OF THE BUILDING. MI5013 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS KITCHENS 100 cftn INTERMITTENT OR 25 cAn CONTINUOUS SHALL BE DESIGNED N ACCORDANCE WITH SECTIONS M15013.1 THROUGH MI50133. MI5013.1 SYSTEM DESIGN EACH DWELLING UNIT OR GUESTROOM SHALL BE EQUIPPED WITH A VENTILATION SYSTEM BATHROOMS -TOILET RMS. LAUNDRY ROOMS MECHANICAL EXHAUST CAPACITY OF 119 SQ FT. OF ATTIC ARE4/300 ■ 59 SQ. FT. OF VENTILATION REQUIRED (86 SQ. INCHES) UPPER VENTS = 43 Sq. in. (1 AF50 VENTS) LOWER VENTS • 43 Sq. In. 4 EAVE VENTS x 12 PER BLOCK ■ 48 Sq. In. LOUR ROOF - coy!, PORCH: (AREA) WITH SECTION M1501.3.4, M15013.5, MI5013.6 OR H15013. I. COMPLIANCE IS ALSO PERMITTED TO BE DEMONSTRATED THROUGH COMPLIANCE WITH THE INTERNATIONAL MECHANICAL COPE OR ASHRAE STANDARD 622. INDOOR SWIMMING POOLS 4 SPAS 50 cfM INTERMITTENT OR 20 cfin CONTINUOUS MI50132 CONTROL AND OPERATION 1. LOCATION OF CONTROLS. CONTROLS FOR ALL VENTILATION SYSTEMS SHALL BE READILY ACCESSIBLE BY THE OCCUPANT. 2. INSTRUCTIONS. OPERATING INSTRUCTIONS FOR WHOLE -HOUSE VENTILATION SYSTEMS SHALL BE PROVIDED TO THE OCCUPANT BY THE INSTALLER OF THE SYSTEM. ` �;_. xY �L.i�4 I 120 SQ. FT. OF ATTIC AREA/300 ■ .4 SQ. FT. OP VENTILATION REQUIRED (58 SQ. INCHES) UPPER VENTS ■ 29 O. In. (1 050 VENT) LOWER VENTS ■ 29 Sq. In. :3. 20 -0 (2 EAVE VENTS) LOCAL EXHAUST SYSTEMS. LOCAL EXHAUST SYSTEMS SHALL BE CONTROLLED BY MANUAL SWITCHES, 2015 WSEC: 3.5 ENERGY CREDITS REQUIRED PER TABLE 4062 DEHUMIDiSTATS, TIMERS, OR OTHER APPROVED MEANS. 4. CONTINLIC)US WHOLE -HOUSE VENTILATION SYSTEMS. CONTINUOUS WHOLE -HOUSE VENTILATION SYSTEMS SHALL ENERGY CREDIT OPTIONS: (la,3a, a,Sc■ OPERATE CONTINUOUSLY AND BE EQUIPPED WITH AN OVERRIDE CONTROL. A 'FAN ON' SWITCH SHALL BE5 5 3.5 CREDITS) PERMITTED AS AN OVERRIDE CONTROL. CONTROLS SHALL BE CAPABLE OF OPERATING THE VENTILATION SYSTEM WITHOUT ENERGIZING OTHER ENERGY -CONSUMING APPLIANCES. A CLEARLY VISIBLE LABEL SHALL BE AFFIXED TO la - EFFICIENT BUILDING ENVELOPE (0.5 CREDIT) PRESCRIPTIVE COMPLIANCE IS BASE ON TABLE 8402.1.1 WITH THE FOLLOWING THE CONTROLS THAT READS 'WHOLE HOUSE YENtILAtION (SEE OPERATING INSTRUCTIONS).' MODIFICATIONS: - RTICAL 5. INTERMITTENT WHOLE -HOUSE VENTILATION SYSTEMS. INTERMITTENT WHOLE -HOUSE VENTILATION SYSTEMS SHALL VFENESTRATION U:1028N COMPLY WITH THE FOLLOWING: FLOOR R-38 THEY SHALL BE CAPABLE OF OPERATING INTERMITTENTLY AND CONTINUOUSLY. 52 THEY SHALL HAVE CONTROLS CAPABLE OF OPERATING THE EXHAUST FANS, FORGED -AIR 'SLAB ON GRADE R-lID PERIMETER AND UNDER ENTIRE BLAB SYSTEM FANS, OR SUPPLY FANS WITHOUT ENERGIZING OTHER ENERGY -CONSUMING APPLIANCES. - BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB 53 THE SYSTEM SHALL BE DESIGNED SO THAT It CAN OPERATE AUTOMATICALLY BASED ON THE OR TYPE OF CONTROL TIMER INSTALLED. -COMPLIANCE BASED ON SECTION R402.I4: REDUCE THE TOTAL UA BY 5%. 5.4 THE NTER1'IITTENT MECHANICAL VENTILATION SYSTEM SHALL OPERATE AT LEAST ONE HOUR OUT 3a - HiGH EFFICIENCY HVAC EQUIPMENT (1.0 CREDIT) OF EVERY FOUR - GAS, PROPANE OR OIL -FIRED FURNACE WITH MINIMUM AFUE OF 94%, OR 5.5 THE SYSTEM SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH AS A 24-HOUR - GAS, PROPANE OR OIL -FIRED BOILER WITH MINIMUM AFUE OF 92% CLOCK TIMER TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY 5.6 THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND 5.1 AT THE TIME OF FINAL INSPECTION, THE AUTOMATIC CONTROL SHALL BE SET TO OPERATE THE THE MINIMUM EQUIPMENT EFFICIENCY. WHOLE -HOUSE FAN ACCORDING TO THE SCHEDULE USED TO CALCULATE THE WHOLE -HOUSE FAN SIZING. 5a - EFFICIENT WATER HEATING (0.5 CREDIT) 5.8 A LABEL SHALL BE AFFIXED TO THE CONTROL THAT READS 'WHOLE HOUSE VENTILATION (SEE - ALL SHOWERHEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE OPERATING INSTRUCTIONS).' RATED AT 1.MI50132.1 OPERATING INSTRUCTIONS INSTALLERS SHALL PROVIDE THE MANUFACTURER'S INSTALLATION, OPERATING 5 GPMLSS. 3 EAVE VENTS x 12' PER BLOCK ■ 36 Sq. In. COR -A -VENT CONTINUOUS ROOF -2 -WALL VENT. PROVIDES 5.5 SQ. N. NET FREE VENTILATION AREA 64,4 2) , PER LINEAL FOOT. (CUT 1' WIDE CLEAR SLOT ROOF DECK AT OR 40' -0' (20 EAVE VENTS) NEAR THE TOPTOP.)- / / ® ® ® ® ® (4 91-0' EAVE VENTS (AREA 1) INSTRUCTIONS, AND A WHOLE -HOUSE VENTILATION SYSTEM OPERATION DESCRIPTION. -AALL OCHERROLAVAATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY M150133 MECHANICAL VENTILATION RAT THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM SHALL PROVIDE THE OPTION BEING SELECTED AND SHALL SPECIFY THE MAXIMUM FLOW RATES FOR ALL SHOWERHEADS, KITCHEN SINK FAUCETS, AND OTHER LAVATORY FAUCETS. OUTDOOR AIR TO EACH DWELLING UNIT AT A CONTINUOUS RATE OF NOT LESS THAN THAT DETERMINED N ACCORDANCE WITH TABLE MI50133(1). 5c - EFFICIENT WATER HEATING (1.5 CREDITS) EXCEPTION: THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM IS PERMITTED TO OPERATE INTERMITTENTLY WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: WHERE THE SYSTEM HAS CONTROLS THAT ENABLE OPERATION FOR NOT LESS THAN 25 PERCENT OF EACH 4 -HOUR - GAS, PROPANE OR OIL WATER HEATER WITH MINIMUM EF OF 0.91 SEGMENT AND THE VENTILATION RATE PRESCRIBED IN TABLE MI50133(I) IS MULTIPLIED BY THE FACTOR OR DETERMINED IN ACCORDANCE WITH TABLE M150133(2). - SOLAR WATER HEATING SUPPLEMENTING A MINIMUM STANDARD WATER HEATER Mi50135 WHOLE -HOUSE VENTILATION INTEGRATED WITH A FORCED -AIR SYSTEM, THIS SECTION ESTABLISHES SOLAR WATER HEATING WILL PROVIDE A RATED MINIMUM SAVINGS OF S5 THERMS 2000 IclLh BASED ON THE SOLAR RATING AND CERTIFICATION CORPORATION MINIMUM PRESCRIPTIVE REQUIREMENTS FOR WHOLE -HOUSE VENTILATION SYSTEMS INTEGRATED WITH FORCED -AIR (SRCC) ANNUAL PERFORMANCE OF OG -300 CERTIFIED SOLAR WATER HEATING VENTILATION SYSTEMS. A SYSTEM WHICH MEETS ALL THE REQUIREMENTS OF THIS SECTION SHALL BE DEEMED TO SYSTEMS SATISFY THE REQUIREMENTS FOR A WHOLE -HOUSE VENTILATION SYSTEM. INTEGRATEDOR111501.3.51UN-( WHOLE -HOUSE VENTILATION SYSTEMS. INTEGRATED WHOLE -HOUSE VENTILATION SYSTEMS - ELECTRIC HEAT PUMP WATER HEATER WITH MINIMUM EF OF 2.0 AND MEETING THE r , ®OR ^ zi- � -' w (��� - z 11 � 4 15'_4' (4 EAVE VENTS) N T �OF N ® 'a SHALL PROVIDE OUTDOOR AIR AT THE RATE CALCULATED USING SECTION i1150133. INTEGRATED FORCED -AIR STANDARDS ' NEEA'S NORTHERN CLIMATE SPECIFICATIONS FOR HEAT PUMP VENTILATION SYSTEMS SHALL DISTRIBUTE OUTDOOR AIR TO EACH HABITABLE SPACE THROUGH THE WATER HEATERS FORCED -AIR SYSTEM DUCTS. INTEGRATED FORCE -AIR VENTILATION SYSTEMS SHALL HAVE AN OUTDOOR AIR TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY INLET DUCT CONNECTING A TERMINAL ELEMENT ON THE OUTSIDE OF THE BUILDING TO THE RETURN AIR PLENUM THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT OF THE FORCED -AIR SYSTEM, AT A POINT WITHIN 4 FT UPSTREAM OF THE AIR HANDLER. THE OUTDOOR AIR INLET TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY AND, FOR SOLAR WATER HEATING DUCT CONNECTION TO THE RETURN AIR STREAM SHALL BE LOCATED UPSTREAM OF THE FORCED -AIR SYSTEM SYSTEMS, THE CALCULATION OF THE MINIMUM ENERGY SAVINGS. BLOWER AND SHALL NOT BE CONNECTED DIRECTLY INTO A FURNACE CABINET TO PREVENT THERMAL SHOCK TO THE HEAT EXCHANGER. THE SYSTEM WiLL BE EQUIPPED WITH A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC VENTILATION CONTROL AS SPECIFIED IN SECTION 11150132. THE REQUIRED FLOW RATE SHALL BE VERIFIED BY FIELD TESTING WITH A FLOW HOOD OR A FLOW MEASURING STATION. MI501352 VENTILATION DUCT INSULATION. ALL SUPPLY DUCTS N THE CONDITIONED SPACE SHALL BE INSULATED d UI W ® t1 CONTINUOUS / (AREA 3) COR -A- VENT ROOF -2 -WALL VENT. PROVIDES 5.5 SQ. IN. NET TO A MINIMUM OF R-4. FREE VENTILATION AREA PER LINEAL FOOT. MI501353 OUTDOOR AIR INLETS. INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY REVIEWED FOR E D FS E C E I V LEAVES OR OTHER MATERIAL. OUTDOOR AIR INLETS SHALL BE LOCATED SO AS NOT TO TAKE AiR FROM THECITY OF '(U {�VV1!_ FOLLOWING AREAS: CODE �OPLIE�NR�E 1. CLOSER THAN 10 FT FROM AN APPLIANCE VENT OUTLET, UNLESS SUCH VENT OUTLET IS 3FT ABOVE „ APPROVED THE OUTDOOR AIR INLET. JUN 2 6 20i7 2. WHERE IT WILL PiC.K UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS. s;� SE? 3. A HAZARDOUS OR UNSANITARY LOCATION.,� PERMIT CENTER 4. A ROOM OR SPACE HAVING ANY FUEL -BURYING APPLIANCES THEREIN. 5. CLOSER THAN 10 FT FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM UNLESS THE VENT City of Tukwila OPENING IS AT LEAST 3 FT ABOVE THE AIR INLET. 6. ATTIC, CRAWL SPACES, OR GARAGES.bI71,91LDI lSlOt� (CUT 1' WIDE CLEAR SLOT IN ROOF DECK At OR NEAR THE TOP)23'-0' (4 EAVE VENTS) / 111501.4 LOCAL EXHAUST LOCAL EXHAUST SHALL BE PROVIDED IN EACH KITCHEN, BATHROOM, WATER CLOSET, LAUNDRY ROOM, INDOOR SWIMMING POOL, SPA, AND OTHER ROOMS WHERE WATER VAPOR OR COOKING ODOR IS PRODUCED. LOCAL EXHAUST SYSTEMS SHALL BE DESIGNED TO HAVE THE CAPACITY TO EXHAUST THE MINIMUM o 17 q AIR FLOW RATE DETERMINED iN ACCORDANCE WITH TABLE M15014 "` Z H un limA W ❖ zM ; 04 4t4 g 141 u Ay"' i� Z : a -44 inN • 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: Date: N-2 B �T ER OROESIISTANT R ER SHEATHING OR SUBSTRATE FINISH SIDING - GSM TRIM FLASHING WITH 3" •MIN. VERTICAL LES. HORIZONTAL WOOD TRIM HORIZ. TRIM AT SHEAMIIMC AIJ000 STUDS N.T.S. n tAIF 1.5"P' REAR ELEVATION I/4'=1 q• 12 5/4x8 SAND BD. ATOP SLAB 0 FRONT REAR PORCHES W/ FLASHING 12 SIDING PER ELEVATION FLASHING 2X3 BEVELED TRIM FLASHING ADHERED CULTURED STONE STONE VENEER tiatramil N.T.B. 12 2x6 EXTERIOR WALL 1/16' PLY OR 055 SHEATHING, TYP. SIDING PER ELEVATIONS OVER VAPOR BARRIER, PRE -FINISHED CONTINUOUS SHEETMETAL FLASHING, TYP. COMP. ROOFING OVER VAPOR BARRIER ATOP 1A6' PLY OR OSB SHEATHING, TYP. TRUSS OR RAFTER PER PLAN ROOF TO UJ0:41L PLASHING DETAIL N.T.S. 1Aa:NRY VENEER - GENERAL NOTES PER SEG, R103.12 ADHERED MASONRY VENEER SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R103.1.3 AND THE REQUIREMENTS IN SECTIONS 12.1 AND 12.3 OF TMS 402/ACI 530/ASCE 5. ADHERED MASONRY VENEER SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R103.1.1, ARTICLE 33C OF TMS 602/ACI 530.1/ASCE 6 OR THE MANUFACTURER'S INSTRUCTIONS. CLEARANCES - MINIMUM OF 4 INCHES ABOVE THE EARTH, MINIMUM OF 2 INCHES ABOVE PAVED AREAS; OR MINIMUM OF "2 INCH ABOVE EXTERIOR WALKING SURFACES THAT ARE SUPPORTED BY THE SAME FOUNDATION THAT SUPPORTS THE EXTERIOR WALL. - FLASHING AT FOUNDATION - A CORROSION -RESISTANT SCREED OR FLASHING OF A MINIMUM 0.019 -INCH OR 26 -GAGE GALVANIZED OR PLASTIC WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 31'2 INCHES SHALL BE INSTALLED TO EXTEND A MINIMUM OF 1 INCH BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH SECTION R103.4. WATER -RESISTIVE BARRIER - A WATER -RESISTIVE BARRIER SHALL BE INSTALLED AS REQUIRED BY SECTION R1032 AND SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R103.63. THE WATER -RESISTIVE BARRIER SHALL LAP OVER THE EXTERIOR OF THE ATTACHMENT FLANGE OF THE SCREED OR FLASHING PROVIDED IN ACCORDANCE WITH SECTION R103.122. 12 \\\\\\\_\\\\ \\ \\\\ r '1E // 12 GABLE END DECO BRACE BOARD 4 BATT SIDING 5/4x5 BARGE W/ 1X3 RAKE TRIM 5/4x6 WINDOW , DOOR 4 CORNER TRIM 0 FRONT 5/4x4 CORNER BO'S CEDAR SHAKE SIDING 5/4x10 SAND IN/ FLASHING 6"43" EXP. HORIZ. SIDING CONT. GUTTER 5Gerr t+ L/ATION STONE VENEER (ADHERED) yovri+ RIGHT ELEVATION va•.ra• TYP PER SIDE IF SITE REQUIRES ROOF DRIP EDGES PER SEC. 89052.8.5 PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MIN. 2' OVERLAP GRADE TO SLOPE AWAY FROM FOUNDATION A MN. OF 6" WITHIN THE FIRST 10' REVIEWED FOR LODE COMPLIANCE '' APPROVED se 22 2t11 City of Tukwila ..DIVISION fi BUILDING Fittv FRONT ELEVATION rp4 HOUSE NUMBERS TO BE VISIBLE 4 LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET FRONTING THE HOUSE. ADDRESS NUMBER SHALL BE MIN. 4' HIGH 4 A MN. STROKE WIDTH OF 1/2' PER SEC. 8319.1 41.:41 ii;1 RECEI TY OF TU owT 20 Z N las A9 CWILA JUN 26 2017 PERMIT CENTER Tz w • 444 z • e v �a 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer, Plan No: L2 -3752-2R Date: (0-14-11 1 40'-0' ♦ ♦ t 8/0x410 XOX 6/0x5/0 FX Tari irr�a�raiX:%4 /iaaaiaaa/4 EGRESS Rd ieig •b -- BEAM BELOW ABOVE PLATE ADJUST STUD HEIGHT 11-115 WALL FREE STANDING SOAKING TUB MATER 5EDROOM 8' CLG. 50 CFM MSTR HATH 8' CLG 6'-0' PKT 8'-1' 6'-1' 6 WAL iiiiiiairraiiaiirrri 5'-10' I W ▪ R' V.T.O I Re 1/llllll///////O. IN.I.C. S' CLG. 24 110V BEDROOM BCG. S.D. X et iA 1 in • ca in /Zed/ i/ m/a d8 . J '-c 61 Y////,/O//O/.//////////m 'V//////// /. /O///////!///////.%//////////m. //////..mE SHELF 110V S.D. 110V S.D. BEDROOM 4 8' CLG. 1/6x4/0 XOX WI 2/6x1/6 TRANSOM GENERAL NOTES: 40'-0' 1. ALL WORK TO SE IN CONFORMANCE WITH 2015 IRC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER WALLS TO BE WATERPROOF TO MINIMUM 12' ABOVE DRAIN. 6. SHOWERHEADS 4 KITCHEN FAUCET TO BE LIMITED TO MAXIMUM 1.15 G.P.M. FLOW. ALL OTHER LAVATORY FAUCETS TO BE LIMITED TO MAXIMUM 1.0 G.P.M FLOW. 1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE SAFETY GLASS. S. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF FLOOR TO BE SAFETY GLASS 9. SMOKE ALARMS - TO BE INSTALLED PER SEC R314.3 IN THE FOLLOWING LOCATIONS: IN EACH SLEEPING ROOMS, OUTSIDE EACH SEPARATE SLEEPING AREA DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS, AND ALARMS TO BE INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY FROM A BATHROOM THAT THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. =SMOKE ALARM -CARBON MONOXIDE COMBO. 40'-0' 4' -0' 11'-6' 18'-6' "-Si 6'-3i' 5'-10' y METAL FIREPLACE INSTALL PER MFR SPECS. PROVIDE 6' SQ. IN. OUTSIDE AIR D.V. 11'-2 8/AnIB . B °PSCC �t. /iiarrr�roiiiiarrrairrirri��arr COVERED PECK WOOD 10'-3' F2X6 COFFERED CLG. N PNTR. 12/0x8/0 SGD 5.G. DINING ROOM 9' CLG. r %riirr)/ / FKT T - 7 L -_J W J 1'-10' HT 3i.mwu8N • ITO 111 Q 2 2' 1 0 r METAL FIREPLACE INSTALL PER MFR GREAT ROOM SPECS. PROVIDE 6' 9' CLG. SQ. N. OUTSIDE AIR D.V. KITCHEN 9' CLG. 51_44o 9'-3' 1'-10' HIGH OPENING "r 11-10' HT STA IL -` GT rri/iiii.. r^.sav/iA XVI oii i A oioimiiiiiio�io PEN 9' CLG. ill • SG FULL LIGHT fl DOOR 216x8/0 FX 0 VEHICLE IMPACT BARRIER 2/6x8/0 16' M SELF WOO OR 2 SOLID CORE L EEL G DOOR MN. RATED F. 50 CFM 4'-9' a io WALL MOUNTED IRNNAWAI ER SOYSTEM G (ENERGY FACTOR=09$) 11'-4 COVERED PORCH CONC. OPWPR. 9' CLG. HWH NOTES - PROVIDE EXPANSION TANK - PROVIDE SEISMIC STRAPPING - TPRV TO TERMINATE TO OUTSIDE - PILOT 4 CONTROLS TO BE 18' MN. OFF FLOOR - PER ASH RAE GARAGE 90-A-80 USE 1/2' GWB ON ALL WARM AND STRUCTURAL WALLS. (I) LAYER 5/8' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GU. 216x6/0 8 -2' .4 NO DUCT OPENINGS N GARAGE. DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, MN. 26 GAGE STEEL. 16/0 x 8/0 O.H. DOOR 16'-3' R.O. %///////////////////// LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN 1.5 INCHES FROM TOP OF THRESHOLD. (83113.1) COPYRIGHT 2013 Landmark Design Inc. ALL RIGHTS RESERVED 4'-9' 4'-3 ' 4'-5' 91-0' IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH ADDITIONAL STORY OF THE CONTAINS A BATHTUB OR SHOWER. ALARMS TO BE INTERCONNECTED IN SUCH A MANNER 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. 8315 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED ON EACH FLOOR 4 OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2015 IRC 4 WA. STATE AMENDMENTS SEC R315. 11. INSULATE ALL WATER PIPES TO MINIMUM R-3 PER WSEC R403.5.3. 12. ALL DUCTS d EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TOA MINIMUM OF R-8 PER WSEC 84033.1. DUCTS WITHIN A CONCRETE SLAB OR IN THE GROUND SHALL BE INSULATED TO R-10 WITH INSULATION DESIGNED TO BE USED BELOW GRADE. 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. PER R303.52. 14. GAG PIPING IS TO BE PROTECTED PER G2415.1. WHERE PIPING IS INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING IS LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMING MEMBER FACE TO WHICH WALL, CEILING OR FLOOR MEMBRANES WILL BE ATTACHED, THE PIPE SHALL BE PROTECTED BY SHIELD PLATES THAT COVER THE WIDTH OF THE PIPE AND THE FRAMING MEMBER AND THAT EXTEND NOT LESS THAN 4 INCHES TO EACH SIDE OF THE FRAMING MEMBER. WHERE THE FRAMING MEMBER THAT THE PIPING PASSES THROUGH IS A BOTTOM PLATE, BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE SHIELD PLATES SHALL COVER THE FRAMING MEMBER AND EXTEND NOT LESS THAN 4 INCHES ABOVE THE BOTTOM FRAMING MEMBER AND NOT LESS THAN 4 INCHES BELOW THE TOP FRAMING MEMBER. 15. ATTIC 4 CRAWL ACCESS HATCHES OR DOORS SHALL $E WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 16. WHOLE HOUSE VENTILATION 24 HR TIMER, READILY ACCESSIBLE 4 WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) 11. DRYER DUCT SPECIFIED LENGTH PER SEC M15024.5.I. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET(10.668mm) FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH THE TABLE M1502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 18. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SHALL BE INSULATED BY COMPLETELY FILLING THE CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE OF R-3 PER INCH MINIMUM PER 2015 WSEC TABLE R402.4.1.1. 40'-0' INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 IRC INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. THE LIGHT SOURCE SHALL 13E CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 FOOT-CANDLE MEASURED At THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE. THE STAIRWAY WAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC 8303.8 IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE B ILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. UTILITY ROOM NOTES/MAKE UP AIR: PER IRC G2439 1. WHERE THE EXHAUST DUCT IS CONCEALED WITHN THE BUILDING CONSTRUCTION AND TI -1 EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS 35 FT., THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FT OF THE EXHAUST DUCT CONNECTION PER G2439.15. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR. WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR MEANS PER G2439.5. • 100 SQ INCH TRANSFER GRILL / REVIEWED FOR CODE COMPLIANCE APPROVED SEP 22 231 City of Tukwila BUILDING DIVISION • BLUE 18 A1LTRACER MN - AL WATERDSERVIC°EN PIPING PER UPC 604.9 UJI-IDLE HOUSE VENTILATION: INTEGRATED: INTEGRATED WITH FURNACE SEE SHEET N-2 FOR REQUIREMENTS. USING EXHAUST FANS: PROVIDE WI -1F 4 FRESH AIR INTAKE PER SHEET N-2. *REFER TO SWEET N-2 TABLE 1501.3.3(1) 4 x 1501.3.3(2) FOR FAN SIZING AtieeitittitItIES C11 v rIIKWILA ri*. O �ITAIN1I JUN262017 �i�OO� L4MIT CEIVTER 1/4"= I'-0" MAIN FLOOR: UPPER FLOOR: UPPER ATTIC : TOTAL.: GARAGE : 1;kONT PORCH : REAR 17ECK: 1425 1124 605 312 518 121 205 SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. SQ. FT. SO. FT. 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities, The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2 -3752-2R Date: 6-14-11 2 1, 40'-0' IDENTIFY LOT LINES Lot lines shall be established on site and made visible to verify distance of building setbacks the from lot lines, at time of footing/foundation inspection, prior to pouring concrete. A survey may be required to verify lot lines. PLEASE NOTE: Setback(s) shall be calculated and measured from the buildings finish face or corner of the building nearest the property line and not necessarily measured from the exterior foundation. LSTA30 - BEAM TO TOP PLATE LSTA30 - HDR 4 SILL TO 3x BLOCKING. I 4 x 12 31/2x12GLIB 2x F.T. LEDGER IL/ 32 ROWS 16d o 8' 0.C. LSTHDSRJ 24x2 - WI (2) *4 EA 4' 0 SCHED. 40 STL. BOLLARD 4-3/8'X3' ANCHOR BOLTS '4 (31MPSON TITAN HD OR EQ) of 4' CONCRETE SLAB SIDE VIEW C1� iliUJI-SPAC 6 I" IL V1SQUrEN VAPOR THROUGHOUT CRAWL LAP SPLICES 12'. (B ft 1/2' X 8' X 8' ARTIER ACE ACK) BEARING WALL I 2.0 BEARING WALL ,49 (2) 2 x 12 BEARING WALL STHDI4RJ STI-11,14RJ III I I * 4 BARS 18' O.G. 61 FOOTING INSPECTION (RE: Geotech report prepared for this site.) Over excavation requiring structural (engineered) fill shall comply with recommendations as outlined in the geotechnical report. Prior to requesting a footing inspection, the Geotech engineer of record shall verify the soils condition and provide an inspection report prepared and signed by the Geotech engineer. Geotech report shall verify that soils conditions including compacted fill shall satisfy specifications as outlined for footing/foundation construction. Geotech engineers report shall be presented to the building inspector at time of footing inspection. SOLID BLKG LU3210 HANGERS / / / / / / / / / / / / / / / / / / / / / II/ FOUNDATION NOT In 51/2 x 16.5 GLIB HOLD-UP REVIEWED FOR CODE COMPLIANCE APPROVED z� SEP 2 2 2011 1. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. >k� 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO BE 4x10 DFL *2 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA. x 8' CONC. PADS UNLESS NOTED OTHERWISE. STHP14 4. ALL POSTS TO BE ANCHORED AGAINST STH1,14 LATERAL MOVEMENT. 16'-3' 23'-0' I, 1/ I, .J • FOUNDATION s • • i • • ,4T PATIO NTS MIN. 2' AIR SPACE 4' CONC. SLAB FOUNDATION PLAN PREVENT WOOD TO CONC. CONTACT W/ CONT. FLASHING OR APPROVED MEMBRANE STUB 04 BARS INTO CONC. SLAB a 18' OAC. VENTILATION CRAWL SPACE VENTILATION TOTAL NET FREE AREA REQ'D 1423/150: 9.48 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION NEC 250.52 Grounding Electrodes A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of 1/2" or larger reinforcement bar or Bare copper conductor not smaller than 4 AWG, and shall be located horizontally within that portion of a concrete foundation or footing that is in direct contact with the earth & encased by at least 2" of concrete. (NOTE: 20 -foot rebar shall be one continuous piece tied alongside any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) 15 VENTS ICEQVID USE 3'x3'x1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS 5. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. 6. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. '1. PROVIDE MINIMUM 18'-24' CRAWL ACCESS. *CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 8. PROVIDE CRAWL SPACE VENTILATION PER IRC SECTION 8408. *FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. 9. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER. 10.PREVENT WOOD TO CONC. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. 11. ® INDICATES 'SIMPSON' HOLDDOWN. 12. 4 SEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE 4 SPACING (SHT 51.0). 4 x 12 SEGON17 FLOOR FRAMING PLAN COPYRIGHT 2018 Landmark Design Ino. ALL RKsldt6 RESERVED FRAMING NOTES: 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/8d NAILS a 24' O.C. NAILED TOP 4 BOTTOM STAGGERED EACH SIDE. 2. ALL HEADERS TO BE 4x8 DF *2, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED W/R-I0 RIGID INSULATION. 3. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 4. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH AND AT EACH SUPPORT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 5. a MSTC 40 STRAPS PER STRUCTURAL, UNLESS NOTED OTHERWISE 6- 4 REFER TO SHEAR WALL SCHEDULE. 13-0 IN O //////, GONT. DBL. TOP PLATE R -IO R16IP INSULATION ® EXTERIOR SIDE OP $I ALL (SHADED AREA) KIN& STUD RECEIVED EX"Pg'wR97W I L A TRIMML9t JUN 2 6 2017 PERMIT CENTER HeA17ER/INSULATION flETAIL NTS NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER. STUD NBOOTRII ING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. z w5 . z� 04 o M wihn • Jz 0-4 r (ma o.. a 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2 -3752-2R Date: (0-14-11 3 CONT. DBL. TOP PLATE R -IO RIGID INSULATION o EXTERIOR SIDE OF 1NALL (SHADED AREA) KING STUD EXTERIOR FLYJNOOD TRIMMER HEADER/INSULATION DETAIL NTS /////'//// ,r,* ••Q\ �\ STA >°9 oN DETA OVA 24r OAC. I / / / MANF. T}� 0 24' ANF. PARTIAL SCISSOR' TRUSSES 24' O.C. IPSET SCISSOR TRUSS HIPSET 07. LSTA30 - HDR 4 SILL TO 3x BLOCKING. ROOF FRAMING PLAN 1/4". 11-0" LSTA30 - HDR 4 SILL TO 3x BLOCKING. A-5) ROOF OVERFRAME NOTES: IRC SEC 88023 1. RAFTERS SHALL BE FRAMED TO 2x RIDGE BOARD PER PLAN. RIDGE BOARD SHALL NOT BE LESS IN DEPTH THAN THE CUT END OF THE RAFTER AT ALL VALLEYS AND HIPS THERE SHALL BE A 2x VALLEY OR HIP RAFTER AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER (FULL COVERAGE AT RIDGE, HIPS AND VALLEYS). ROOF FRAMING NOTES: I. ALL HEADERS TO BE 4x8 DF 4$2, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED W/R-10 RIGID INSULATION. 2. ALL OTHER TRUSSES: • SHALL CARRY MANUFACTURERS STAMP. • SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON SITE FOR FRAME INSPECTION. • SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS. 3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS AT A MINIMUM OF 22'x30' PER IRC SEC. RS01.1. *ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 5. PROVIDE ATTIC VENTILATION PER IRC SEC. 8806. ALL FRAMING TO COMPLY WITH IRC SEC 8802. 6. 4 REFER TO SHEAR WALL SCHEDULE. 15'-5 20'-1' 40'-0' L UPPER ATTI ROOM FLOOR PLAN va•,rb. COPYRIGHT 2013 Landmark Deakin Ina. ALL RMGH%B RESERvED -744 -ar • i REVIEWED FOR CODAECOMPLIANCE SEP 22 21W( • City of TUk to BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 262017 PERMIT CENTER NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser. should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2 -3752-2R Date: -13-11 4 WI IN aro' AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING 2x5 FASCIA BOARD 1/16" LP FLAMEBLOCK FIRE - RATED OSB SHEATHING WATER BARRIER 2x6 STUDS 16' O.C. W/ R-21 FIE3ERGLASS INS. EXTERIOR EXTERIOR FACING 16' 5/8" TYPE "X" GWS APPLIED VERTICALLY AND NAILED TO STUDS W/ MIN. 1 1/8' DRYWALL NAILS OR CODE COMPLIANT SCREWS. SPACED S" O.C. WALL5OARD JOINTS MUST BE COVERED W/ TAPE AND JOINT COMPOUND, AND FASTENER HEADS COVERED UJ/ JOINT COMPOUND. 51/2" T1 -LICK, NOMINAL 2.5 PCF DENSITY UNPAGED MINERAL FIBER BATT INSULATION, FRICTION FIT BETWEEN WOOD STUDS INTERIOR • MIN 2x6 STUDS 16 " O.C. s 21Mx155r,. aves suredINFZZINWY teat a.& zl&# .rAJ&d#. ai1I iazvxa& rr.# &&lca'artzIazr r#V icv - exi 5/8" TYPE "X" GWB APPLIED VERTICALLY AND NAILED TO STUDS W/ MIN. 1 1/5" DRYWALL NAILS OR CODE COMPLIANT SCREWS. SPACED 5' O.C. WALLBOARD JOINTS MUST BE COVERED W/ TAPE AND JOINT COMPOUND, AND FASTENER 1-4EADS COVERED W/ JOINT COMPOUND. DESIGN: INTERTEK LPB/WA 60-01 MIN. 1/16" CATAGORY LP FLAME:LOCK W/ PYROTITE SURFACE FACING OUT EXTERIOR FACING 1. FIBER CEMENT BOARD 2. T-1-11 SIDING 3. WOOD STRAND OR FIBER PANEL 4. CEMENT I T I OUS STUCCO 5. DIAMOND WALL INSULATING STUCCO 6. STEEL SIDING NO SCALE MIN. 6X6 PT POST 1/16' LP PLAMEBLOCK FIRE - RATED 05E1 SHEATHING 'a' TYPE 'OX' GYP SI-IT'G SIDING OR TRIM PER PLAN POST DEt��ILSPOR�STRUCTURES FROM �OPERTY LINE NO SCALE W/ IN 36' AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING FASCIA BOARD 2x STUDS PER PLAN 1/16' SHEATHING SIDING PER PLAN EAVES 4 WALL WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 TABLE R302.1 EAVES WITHIN 5'-0' OF FDROPERTY LINE PER IRC 302 4 TABLE 8302.1 HO SCALE STAIR NOTES: PER IRO R31L1 • STRNGERS TO BE FIRE BLOCKED AT BOTH TOP AND Banat • ALL USABLE SPACE UNDER STAIRS TO BE 1 HOUR CONSTRUCTION. • MAXIMUM RISE TO BE 1-3/4'. • MINIMUM RN TO BE 10'. • MINIMUM HEAD HEIGHT TO BE 6'-8'. • MNIIM.M STAIR WIDTH TO BE 36'. • PROVIDE CONTRA/GUS HAND RAIL 34' TO 38' OFF TREAD NOSING AND MUST EXTEND BEYOND BOTTOM TREAD. • PROVIDE GUARD RAILS AT LANDINGS MINIINIII 36' HIGH W/ CLEAR SPACE • HANDGRIP PORTION OP HANDRAIL SHALL BE NOT LESS 1 I/4' NOR MORE THAN 2' IN CROSS SECTIONAL DM • WNDNG TREADS PER IRC R311.132J • SPIRAL STAIRS PROVIDE MN i I/2' R14 • A PONT 12' FROM WHERE TREAD IS NARROWEST PER IRC R311.1J0.1 CONT. HANDRAIL 34'-38' ABOVE TREAD NOSING. PICKETS PER IRC ON OPEN SIDE 1' PT RISERS P.T. 2X12 TREADS TO STRINGERS 36'X36' MIN. 4' SPHERE SHALL NOT PASS THROUGH 4 HANDRAIL TO BE PRESENT ON ON AT LEAST ONE SIDE OP STAIR HANDGRIP PORTION OP HANDRAILS b HAVE CIRCULAR CROSS SECTION OP i ' MN. 4 2' MAX. EDGES SHALL NAYS A MIN. RADIUS Of 1b'. .C. ALL REQUIRED GUARDRAILS TO BE 36' MN. IN HEIGHT OPENINGS POR REQUIRED GUARDS ON THE SIDES OP STAIR TREADS SMALL NOT ALLOW A BP .113M 4 MOS (IO2Grq,) t0 PASS 11 ROUIGiit 4' NOSING -7I' MAX 1 6' SPWERE UNABLE TO PASS THROUGH OPENING BELOW STAIR INSTALL yi' 4WD • CEILING, AND WALLS (3) 2X12 STRINGERS FIRE: BLOCKING a MD -SPAN AND N STUD WALLS ALONG MD N LINE WRH 611RN'AR3 IF AREA UNDER 2X,4 THIaIST BLOCK STAIRS IS W 1ISFED INTERIOR DECK S PER PLAN DBL JST HU212 MTL. HANGERS AT EA. STRINGER 3-2XI2 P.T. STRINGERS EXTERIOR HL 38 ANGLE SUPPORT VE Al J TYPICAL STAIR DETAIL AND NOTES NO SCALE FIRE BLOCKING AND DRAFTSTOPPING PER SEC. 302.11 4 302.12 I. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: A. VERTICALLY AT THE CEILING 4 FLOOR LEVELS B. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0' 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES AT STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SEC. R302.1 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES At CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 28%, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. 12 '1 2X12 LADDER FRAMING 24' O.C. ABOVE STAIR OPENING R -4q INSULATION ....V 7. ... •�4• a •.•..• . . ". L ROOM MANUF ATTIC TRUSSES 24 MIN. 6X6 PT POST 1/16' LP PLAMEBLOCK FIRE - RATED 05E1 SHEATHING 'a' TYPE 'OX' GYP SI-IT'G SIDING OR TRIM PER PLAN POST DEt��ILSPOR�STRUCTURES FROM �OPERTY LINE NO SCALE W/ IN 36' AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING FASCIA BOARD 2x STUDS PER PLAN 1/16' SHEATHING SIDING PER PLAN EAVES 4 WALL WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 TABLE R302.1 EAVES WITHIN 5'-0' OF FDROPERTY LINE PER IRC 302 4 TABLE 8302.1 HO SCALE STAIR NOTES: PER IRO R31L1 • STRNGERS TO BE FIRE BLOCKED AT BOTH TOP AND Banat • ALL USABLE SPACE UNDER STAIRS TO BE 1 HOUR CONSTRUCTION. • MAXIMUM RISE TO BE 1-3/4'. • MINIMUM RN TO BE 10'. • MINIMUM HEAD HEIGHT TO BE 6'-8'. • MNIIM.M STAIR WIDTH TO BE 36'. • PROVIDE CONTRA/GUS HAND RAIL 34' TO 38' OFF TREAD NOSING AND MUST EXTEND BEYOND BOTTOM TREAD. • PROVIDE GUARD RAILS AT LANDINGS MINIINIII 36' HIGH W/ CLEAR SPACE • HANDGRIP PORTION OP HANDRAIL SHALL BE NOT LESS 1 I/4' NOR MORE THAN 2' IN CROSS SECTIONAL DM • WNDNG TREADS PER IRC R311.132J • SPIRAL STAIRS PROVIDE MN i I/2' R14 • A PONT 12' FROM WHERE TREAD IS NARROWEST PER IRC R311.1J0.1 CONT. HANDRAIL 34'-38' ABOVE TREAD NOSING. PICKETS PER IRC ON OPEN SIDE 1' PT RISERS P.T. 2X12 TREADS TO STRINGERS 36'X36' MIN. 4' SPHERE SHALL NOT PASS THROUGH 4 HANDRAIL TO BE PRESENT ON ON AT LEAST ONE SIDE OP STAIR HANDGRIP PORTION OP HANDRAILS b HAVE CIRCULAR CROSS SECTION OP i ' MN. 4 2' MAX. EDGES SHALL NAYS A MIN. RADIUS Of 1b'. .C. ALL REQUIRED GUARDRAILS TO BE 36' MN. IN HEIGHT OPENINGS POR REQUIRED GUARDS ON THE SIDES OP STAIR TREADS SMALL NOT ALLOW A BP .113M 4 MOS (IO2Grq,) t0 PASS 11 ROUIGiit 4' NOSING -7I' MAX 1 6' SPWERE UNABLE TO PASS THROUGH OPENING BELOW STAIR INSTALL yi' 4WD • CEILING, AND WALLS (3) 2X12 STRINGERS FIRE: BLOCKING a MD -SPAN AND N STUD WALLS ALONG MD N LINE WRH 611RN'AR3 IF AREA UNDER 2X,4 THIaIST BLOCK STAIRS IS W 1ISFED INTERIOR DECK S PER PLAN DBL JST HU212 MTL. HANGERS AT EA. STRINGER 3-2XI2 P.T. STRINGERS EXTERIOR HL 38 ANGLE SUPPORT VE Al J TYPICAL STAIR DETAIL AND NOTES NO SCALE FIRE BLOCKING AND DRAFTSTOPPING PER SEC. 302.11 4 302.12 I. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: A. VERTICALLY AT THE CEILING 4 FLOOR LEVELS B. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0' 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES AT STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SEC. R302.1 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES At CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 28%, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. 12 '1 2X12 LADDER FRAMING 24' O.C. ABOVE STAIR OPENING R -4q INSULATION FLOOR LINE BEYOND TYPICAL EXTERIOR WALL: (2)2x6 TOP PLATES 2x6 STUDS * 16' O.C. 2x6 BOTTOM PLATE 1/2' SI-IT'G (APA RATED 24/0) AIR BARRIER EXTERIOR SIDING PER ELEV. R -2I INSULATION W/ CONT. VAPOR BARRIER (WARM SIDE) 1/2' GYP. BD r DOUBLE JOIST OC. 12 1 COMPOSITION ROOF W/ 30+ INTERWOVEN FELT ON 1/2' 24/0 PLYWOOD SHEATHING ALL ROOF FLASHING TO BE MN. 26 GA GALV. STEEL. ROOF DRIP EDGES PER SEC. 89052.8.5 PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MIN. 2' OVERLAP. FURR OUT TO 12' FOR R-38 HIGH DENSITY INSULATION (EACH SIDE OF ROOM) BATH tl t-1 UTILITY MASTER BATH FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR. GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) TIGHTLINE FOUNDATION DRAIN. 11 , 4' DIA. PERF. PIPE PEA GRAVEL FILL WRAP W/ FILTER FABRIC VEN GtAWLSPAGE TYP. INT. ,WALL (2) 1/2' 2x4111TOP f 2x4 S'T'UD e 16' O.C. 2x4 BOT. fE KITCHEN 6 MIL VISQUEEN VAPOR BARRIER THROUGHOUT CRAWLSPACE. LAP SPLICES 12' MIN. FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR. GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING)- ' SU I Ln I NG aGT I ON3/8"=11-0" } UPPER ATTIC STAIR PINING BOOM R-38 INSULATION HIGH DENSITY COPYRIGHT 2013 Landmark Deakin Ino. ALL RIGHTS RESERVED ATTIC VENTILATION AT LEAST 40% 4 NOT MORE THAN 80% OF REQUIRED VENTS SHALL BE N UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST PONT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. 2x SCREENED EAVE VENT BLOCKS W/(4) 2114' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE 1' MN. AIR SPACE. TYPICAL EXTERIOR WALL (2) 2x6 TOP fE 2x6 STUDS e16'OC. 1/2' SHT'G (APA RATED 24/0) WATER PROOF BARRIER EXTERIOR SIDING PER ELEVATION R-21 INSULATION W/ CONT. VAPOR BARRIER (WARM SIDE) GRADE M X it LI L5 LU02 AJ Ianf- REVIEWED FOR CODE COMPLIANCE APPROVED SEP 22 2017 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 2 6 2017 PERMIT CENTER STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. z co • z 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2 -3752-2R Date: 6-13-11 5 ATT I G ROOM MANUF ATTIC TRUSSES 24 SEE ROOF FRAMING PLAN FLOOR LINE BEYOND TYPICAL EXTERIOR WALL: (2)2x6 TOP PLATES 2x6 STUDS * 16' O.C. 2x6 BOTTOM PLATE 1/2' SI-IT'G (APA RATED 24/0) AIR BARRIER EXTERIOR SIDING PER ELEV. R -2I INSULATION W/ CONT. VAPOR BARRIER (WARM SIDE) 1/2' GYP. BD r DOUBLE JOIST OC. 12 1 COMPOSITION ROOF W/ 30+ INTERWOVEN FELT ON 1/2' 24/0 PLYWOOD SHEATHING ALL ROOF FLASHING TO BE MN. 26 GA GALV. STEEL. ROOF DRIP EDGES PER SEC. 89052.8.5 PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MIN. 2' OVERLAP. FURR OUT TO 12' FOR R-38 HIGH DENSITY INSULATION (EACH SIDE OF ROOM) BATH tl t-1 UTILITY MASTER BATH FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR. GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) TIGHTLINE FOUNDATION DRAIN. 11 , 4' DIA. PERF. PIPE PEA GRAVEL FILL WRAP W/ FILTER FABRIC VEN GtAWLSPAGE TYP. INT. ,WALL (2) 1/2' 2x4111TOP f 2x4 S'T'UD e 16' O.C. 2x4 BOT. fE KITCHEN 6 MIL VISQUEEN VAPOR BARRIER THROUGHOUT CRAWLSPACE. LAP SPLICES 12' MIN. FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR. GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING)- ' SU I Ln I NG aGT I ON3/8"=11-0" } UPPER ATTIC STAIR PINING BOOM R-38 INSULATION HIGH DENSITY COPYRIGHT 2013 Landmark Deakin Ino. ALL RIGHTS RESERVED ATTIC VENTILATION AT LEAST 40% 4 NOT MORE THAN 80% OF REQUIRED VENTS SHALL BE N UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST PONT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. 2x SCREENED EAVE VENT BLOCKS W/(4) 2114' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE 1' MN. AIR SPACE. TYPICAL EXTERIOR WALL (2) 2x6 TOP fE 2x6 STUDS e16'OC. 1/2' SHT'G (APA RATED 24/0) WATER PROOF BARRIER EXTERIOR SIDING PER ELEVATION R-21 INSULATION W/ CONT. VAPOR BARRIER (WARM SIDE) GRADE M X it LI L5 LU02 AJ Ianf- REVIEWED FOR CODE COMPLIANCE APPROVED SEP 22 2017 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 2 6 2017 PERMIT CENTER STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. z co • z 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2 -3752-2R Date: 6-13-11 5 110V S.D. TO BELOW 110V . O � S.D. Ge ou liii ir 1/4 I i_0" GTRIGAL 110V S.D. TO BELOW UPPER ATTIC ELECTRICAL. COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS RESERVED N N MAIN FLOOR !L!TSIAL va•=v_c• 11 O FiLl INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 IRC INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN I FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC 8303.8 IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. REVIEWED FOR COD�EPPROV COMPLIANCE SEP 22, 2011 City of Tukwila BUILDING DIVISION ELECTRICAL KEY OVERHEAD CAN RECEIVED OUTLESITY OF TUKWILA() DUPLEX Olitgt 6 2017 220V MITT CENTE COMBO. EXT. FAN (VtOS) .4 LIGI-IT COMBO SMOKE ALARM - CARBON MONO. DET. 110 V WI BATTERY BACKUP CABLE T.V. JACK PHONE UNDER COUNTER L IGIHTS GAS OUTLET HOSE BIBB EXT. FAN VTOS V m C a W• A 78 1- a ; .:. p k.1114 8 rig A 1 0 C COril00 124 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed . by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2 -3752-2R Date: 6-14-1-1 6 ENE4L STRUCTURAL NOTES ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (IPC), 2015 EDITION, WITH WASHINGTON STATE AMENDMENTS. DESIGN LOADS: ROOF LIVE LOAD 25 PSF (SNOW) DEAD LOAD 15 PSE 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 E, Kzi : 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D Se : 1.5 - IBC FIGURE 16133(1) Sce : I.0, 6 = 10, R:6.5 CS:0.154 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PRE ABED SOIL BEARING SURFACES SHALL BE INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. FOUNDATIONS: PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1,500 PSF BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 1'-6" BELOW OUTSIDE FINISHED GRADE. BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. CONCRETE: THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2015 EDITION. MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. USE MINIMUM F'c : 3,000 PSI WITH 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 52 GALLONS OF WATER PER 94 L5 SACK OF CEMENT. ALL CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 41/2% iIb% BY VOLUME. MAXIMUM SIZE OF AGGREGATE IS 11/2". ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOS SITE FOR BUILDING INSPECTOR VERIFICATION. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 60 (Fy : 60,000 PSI) DEFORMED BARS IN ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR I'-6" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA) TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CHAIRS, SPACERS, OR TIES AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT. MINIMUM CONCRETE COVER FOR REINFORCING STEEL: USE PROTECTION SLAB AND WALL BARS: INTERIOR FACES EXPOSED TO WEATHER OR EARTH FOOTING BARS 11/2" 11/2" (5 AND SMALLER) 2" 06 AND LARGER) 3" TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DP2 OR BETTER POSTS DF42 OR BETTER 2x FRAMING HP'2 OR BETTER ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. RE -TREAT ALL CUT ENDS, NOTCHES, AND DRILLED HOLES IN ACCORDANCE WITH AUJPA M4. MAINTAIN MINIMUM 6" CLEAR EETFEEN WOOD AND EXPOSED EARTH. MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND NON -TREATED WOOD AT EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL N ACCORDANCE WITH SECTION IEC 2304.105. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304.10.1 UN.O. MACHINE BOLTS TO EE A-301. EOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO 8E 'SIMPSON' OR ICC APPROVED EQUAL. ALL HANGERS TO EE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED. GLUED LAMINATED WOOD MEMBERS: GLUED LAMINATED WOOD BEAMS (GLS) TO BE IN ACCORDANCE WITH ANSI/AITC STANDARD AI90.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER USE STRESS GRADE COMBINATION 24F -V4 (Fb : 2,400 PSI) FOR SIMPLE SPANS AND 24F -VS FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL SE CAMBERED ON A 3500' RADIUS UN.O. GLUE SHALL SE CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER. AITC STAMP AND CERTIFICATION REQUIRED. PREFABRICATED JOISTS: JOISTS SHALL SE AS NOTED ON THE PLANS AND AS MANUFACTURED SY TRUSS JOIST WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL HAS SEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEE STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO SE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER LAMINATED VENEER LUMBER (LVL): LAMINATED VENEER LUMBER (LVL) TO SE SY TRUSS JOIST WEYERHAEUSER (MICROLAM - Flo = 2;600 PSI, E 1,900,000 PSI). MATERIAL SHALL SE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481 OR CCMC REPORT NO. 08615-R. BEARING LENGTH SHALL NOT BE LESS THAN 11/2". DO NOT CUT OR NOTCH SEAMS WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 4x5 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5'-0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL SE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16c1 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAIL WITH 16d e 8" O.C. SHEAR WALLS: ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL SE AS DETAILED ON THE DRAWINGS AND NOTED IN THE SHEAR WALL SCHEDULE. USE APA RATED SHEATHING (24/16) WITH A MINIMUM PANEL EDGE NAILING OF 8d e 6" 0C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED SOX NAILS. FASTENERS IN PRESERVATIVE -TREATED WOOD SHALL SE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES, DESIGNATED 3x FRAMING MAY SE (2) 2x MEMBERS FACE -NAILED WITH I6d e 12" 0C. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' LSTA24 CONNECTOR U.N.O. FLOOR AND ROOF FRAMING: DIMENSIONAL FRAMING MEMBERS SHALL SE FREE OF SPLITS, CHECKS, AND SHAKES. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTENDOVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS U.N.O. PROVIDE SOLID BLOCKING AT RIM JOISTS BELOW CONCENTRATED LOADS FROM ABOVE. APPLY 34" RATED SHEATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH 8d COMMON OR GALVANIZED SOX NAILS AT 6" 0C. AT ALL SUPPORTED EDGES AND Sd COMMON OR GALVANIZED SOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY 1/2" RATED SHEATHING (24/16) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH Sd COMMON OR GALVANIZED BOX NAILS AT 6" 0C. AT SUPPORTED EDGES AND Sd COMMON OR GALVANIZED BOX NAILS AT 12" 0C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. FLOOR AND ROOF TRUSSES: TRUSSES TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI/TPI 1-2014. THE TRUSS CALCULATION PACKAGE SHALL SE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS. EACH TRUSS SHALL SE PLANT FABRICATED AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL SE ICC APPROVED AND LOADS SHALL SE IN ACCORDANCE WITH THE RECOMMENDED ALLOWABLE LOADS. MANUFACTURER SHALL PROVIDE ALL TRUSS -TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION AND VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION. TRUSSES SHALL SE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS AND INDIVIDUAL TRUSS DRAWINGS. GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION. THE CONTRACTOR SHALL SE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE JOE SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND SE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY SRACNNG AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL SE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER SHEAR WALL SCHEDULE MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMARKS (4, 5) 1/2" CDX Sd 6 6" 0C. 518" * 60" 0C. Qa I I = 230 PLF A> OR OSB e> 1/2" CDX OR 058 Sd 6 4" O.C. 5i8" 6 32" 0C. QaII = 350 PLF ri* OR 055 1/2" CDX Sd 6 3" 0C. 5i8" a 16" O.C. Qali = 450 PLF USE 3x STUDS AT ABUTTING PANEL EDGES 4 STAGGER NAILS NOTES I) ALL WALLS DESIGNATED" D" ARE SHEAR WALLS. EXTERIOR WALLS SHALL SE SHEATHED WITH RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. NAILING AT T1 -I1 PANELS SHALL SE THROUGH EACH EDGE OF EACH PANEL. NAILING AT INTERMEDIATE FRAMING TO SE AT 12" 0C. NAILING NOT CALLED OUT SHALL SE PER IBC TABLE 2304.10.1. NAILING IN PRESERVATIVE TREATED LUMBER SHALL SE STAINLESS STEEL OR OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL PER ASTM A153. 2) HOLDOWNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR ICC APPROVED EQUAL TO SE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUPLE STUDS MINIMUM. 3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 1" INTO CONCRETE. WASHERS TO SE 3" x 3" x 1/4" PER IEC SECTION 230832 AND OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153. 4) ALLOWABLE LOADS ARE PERMITTED TO SE INCREASED 40% FOR WIND DESIGN IN ACCORDANCE WITH IEC SECTION 23063. 5) DESIGNATED 3x STUDS MAY SE (2) 2x MEMBERS FACE -NAILED WITH 16d e 12" 0C. STAGGERED. 3 x 10.5 GLB 4x12 A>1 LSTA30 - BEAM 4 x 12 TO TOP PLATE UPPER FLOOR A = 1,124 SQ FT L LSTA30 - HDR 4 SILL 3x BLOCKING. Mr. 2 PLACES) 51,2 x 18 GLB /TO x12GL8 A/ 3 x 12 GLB Nr, \NA] rr MAIN FLOOR A : 1,423 SQ FT 34 x10.5 GL5 n n 3 x12GL8 ® I- (2)2 x 12 J 9 J r STEM WALL 2'-0' S' CONTIi4JOUS FtG. REINFORCEMENT d MINIMUM STEPPED FOOTING DETAIL WALE: 141 •11.01 1 ATTIC A : 603 SQ FT L L bLrlq4;r7L! L REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 2 2017 City of Tukwila BUILDING DIVISION SE 292nd Place (360) 886-1017 MSTC40 HOLDOWN. ALIGN WITH EMBEDDED STHD TYPE HOLDOUN BELCW. SHEATHING 4 NAILWG PER PLAN. SPLICE TO OCCUR 0%1 catimai MEMBER OR BLOCKING SHEATH1.6 4 NAILWG PER PLAN. MATCH WALL ABOVE UNrO. 6'-0' MAX I6d • 16' O.c SOLE PLATE NAILING. 344" SUBFI.00R (3) 8d JOIST -TO -TOP PLATE UNA. MAINTAIN MN. END DISTANCE. 2 x 6 STUD • 16" O.0 USE DBL 511.10 • ENDS OF SHEAR WALLS 4 HOLDOWS. FINISH GRADE 10'-0" MAX. 2x NAILER AND PT SILL w/ %6'0 ANCHOR BOLT 4 3' x 3" x 1/4" WASHER AT 5'-0" O.C. UNA. (ALT. MASA • 48" OAC.) STHp TYPE HOLDOIW R E C E I PER PLAN. CITY OF T *4 BAR • 10" O.C. - WORM JUN 2' +4LBAR•16'-YER1: PERMIT C FINISH GRADE 18' MN ED KWILA '2017 ENTER 04 BAR CONTINUOUS is" (TIT Of 2) MINr 1UM CRIPPLE WALL WITIH BACKFILL FOUNDATION COPYRIGHT 2011, SEGA ENGINEERS ENE4L STRUCTURAL NOTES Si JOI.313-082 �' r 1/2" RATED SHEATHING Sd6"0.C. 2x VENTED BLOCKING. END NAIL TO TRUSS * EACH END w/ (2) 8d. SHEATHING AND NAILING PER PLAN OR SCHEDULE. SPLICE TO OCCUR ON COMMON MEMBER OR BLOCKING Hl FRAMING ANCHOR EACH TRUSS. USE 1-110A-2 AT DBL TRUSS. TRUSS PER PLAN DBL 2x TOP PLATE. LAP SPLICE 4'-0" MN. 4 NAIL w/ 16d 0 6" 0.C. STAGGERED 2x FRAMING PER PLAN. (BEAM AT SIM) TYPICAL ROOF FRAMING CONNECTION SCALE: I" = 1'-0" iz" RATED SHEATHING Sd66"0.C. (4" 0C. e SIM.) GABLE END TRUSS. DBL 2x TOP PLATE. LAP SPLICE 4'-0" MN. 4 NAIL w/ 16c1 6" 0.C. STAGGERED. SHEATHING 4 NAILING PER PLAN OR SHEAR WALL SCHEDULE. ill l A i A35 a 48" 0C. (USE 24" 0C. AT SIM.) 2x BRACE PER TRUSS SUPPLIER OR 6 48" 0C. SECURE w/ A34 EACH END. 2x FRAMING PER PLAN. (HEADER a SIM.) ROOF FRAMING GABLE END SCALE: I" = 11-0" EXTERIOR SHEATHING PER PLAN OR SCHEDULE Sd 6 4" 0C. 2x BLOCKING w/ 16d 6 S" 0.C. 1/2" RATED SHEATHING RAFTER OR TRUSS PER PLAN w/ (2) 8d TO 2x BLOCKING 2x BLOCKING w/ (2) Sd TO STUD EACH END NOTE: SEE ARCH FOR FLASHING REQUIREMENTS. 2x STUD PER PLAN 3 LOWER ROOF FRAMING e SMEAR WALL SCALE: I" = 114" ,z" RATED SHEATHING Sd4"0C. 1�z" RATEOCD SHEATHING w/ „_„_„.1� „_,_„_„_„_„_`r Sd 4” . v• 1I 8d 0 4" OC. I� 'I MONO TRUSS PER PLAN i,`i 1 ,,-/ I 1/2" RATED SHEATHING LU524 HANGER GABLE END / GIRDER TRUSS LOWER ROOF FRAMING e GABLE END SCALE: I" = 11-0" MSTC HOLDOUN STRAP PER PLAN SOLE PLATE NAILING. USE I6d 6 16" 0C. MIN. SOLID RIM JOIST SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING (3) 8d JOIST -TO -TOP PLATE UN.O. MAINTAIN MN. 11/2" END DISTANCE. 2x FRAMING PER PLAN. (BEAM AT SIM.) " SUBFLOOR JOIST PER PLAN 2x DBL TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ I6d 6 6" 0C. STAGGERED. B 1 TYPICAL FLOOR FRAMING CONNECTION 52.0 SCALE: 10 is 11-0" 2x JOIST PER PLAN �rir,..rrirrrrr�,iairirA Sd4"0C. 34" SUBFLOOR 2x BLOCKING w/ A35 FRAMING ANCHOR AT 6 O.C. TO TOP PLATE. SHEATHING 4 NAILING PER PLAN OR SCHEDULE. 2x FRAMING PER PLAN. (BEAM AT SIM.) FRAMING AT INTERIOR SMEAR WALL. SCALE: 1" is 1'-0" MSTC HOLDOWN STRAP PER PLAN SHEATHING 4 NAILING PER PLAN JOIST PER PLAN (USE DBL w/ HUSC2I0-2 6 HOLDOU.N) 2x BLOCKING w/ A35 FRAMING ANCHOR TO TOP PLATE. 2x STUD PER PLAN. (BEAM AT SIM) 16d 6 8" 0C. SOLE PLATE NAILING. RIM JOIST w/ (3) 16d 9 EACH JOIST ■ iirirsiioioirriiriiriiri 8de6"0.C. 34" SUBFLOOR FLOOR FRAMING ' CANT. JOIST SCALE: 10 = 11-0" SHEATHING 4 NAILING PER PLAN, OR SCHEDULE TRUSS PER PLAN. 16d e S" O.C. SOLE PLATE NAILING. Sd 6 6" O.C. UNO 34" SUBFLOOR HANGER LUS TRUSS SUPPLIER MSTC HOLDOUN PER PLAN II JOIST PER PLAN LUS 210 HANGER BEAM PER PLAN SMEAR WALL FRAMING AT REAM SCALE: 1" = 11-0" 1/2" RATED SHEATHING 4 NAILING PER PLAN. SOLID RIM JOIST TRUSS PER PLAN. 6,41 16d 6 S" 0C. SOLE PLATE NAILING. " SUBFLOOR LUS HANGER BY TRUSS SUPPLIER MSTC HOLDOWN PER PLAN JOIST PER PLAN BEAM PER PLAN. SHEAR WALL FRAMING AT BEAM SCALE: IN = SHEATHING 4 NAILING PER PLAN OR SCHEDULE. JOIST PER PLAN. DBL AT MSTC HOLDOUN MSTC HOLDOUN PER PLAN BEYOND. 16d 9 S" 0C. SOLE PLATE NAILING. 2x BLOCKING 344" SUBFLOOR IGiI KirioWdllIKAIIII#41111PY.M%M%AIFriiAIIIM 4S FRAMING AT INTERIOR SMEAR WALL SCALE: I" = 11-0" Sd e 4" O.C. 34" SHEATHING Wrrrirrrrrri,IIII,rirrirrrrirria�,r. ADD SOLID JOIST AS REQUIRED 11 2x STUD A35e16"0C. JOIST PER PLAN SHEATHING 4 NAILING PER PLAN OR SCHEDULE FLOOR FRAMING ' INTERIOR SHEAR WALL 52.0 SCALE: I" = 11-0" Sd*6"0.C. SUBFLOOR PER PLAN AC POST CAP 2x BLOCKING w/ (3) Sd TOE -NAIL TO 4x BEAM 4 (2) 8d TO JOISTS. 4x4 PT POST (4x6 AT SPLICE) MAB ANCHOR (ALT. 434 ANCHOR TWO SIDES) FTG PER PLAN FINISH GRADE JOIST PER PLAN AD 4 . 18" MIN. 12" MN. FLOOR FRAMING AT CRAWL SPACE SCALE: 1" = 11-0" 2x STUD PER PLAN. USE MINIMUM 'A (2) 2x STUD a ENDS OF SHEAR WALLS 4 HOLDOWNS. SEE SHEAR WALL SCHEDULE FOR 3x STUDS. SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMON MEMBER OR BLOCKING. 6" MN. (NOT e S.O�GJ FINISH GRADE 12" MAX. l5Als. * SIMJ I 1'-6' MIN 2'-6" MAX. SII I6d 6 16" 0C. SOLE PLATE NAILING. is SHEATHING ANCHOR BOLT w/ 3"x3"x144" WASHER SEE SCHEDULE FOR SIZE 4 SPACING.USE 5'a" `i' AT 60" OC. UN.O. 2x PT SILL AR - HORIZ. STI -ID HOLDOUN PER PLAN. *4 L BAR * 24" 0.C. - VERT. D A_SII--/ 1'-4" *4 BAR CONTINUOUS 14 FOUNDATION AT CRAWL SPACE SCALE: I" = 11-0" SHEATHING 4 NAILING PER PLAN OR SCHEDULE 2x PT SILL w/ ANCHOR BOLT 4 3" x 3" x 14 WASHER PER PLAN OR SCHEDULE. USE 5/8" `p a 60" 0.C. MIN. 6" MIN - FINISH GRADE OR SLAB ON GRADE STHD HOLDOUN PER PLAN 1'-6" MIN. 2x STUD PER PLAN. USE DBL STUD AT END OF SHEAR WALLS 4 HOLDOWNS. SEE SHEAR WALL SCHEDULE FOR 3x STUDS. SEE PLAN FOR TOP OF CONCRETE AT SIMILAR le i 1' 4" / 4" SLAB ON GRADE OVER MIN. 6 MIL VAPOR BARRIER *4 BAR - H0RIZ. *4LBAR 9 24" 0C. - VERTICAL *4 BAR CONT. (15 FOUNDATION AT SLAB ON GRADE SCALE: 1" = 1I-0" DBL 2x TOP PLATE H'pR PER PLAN. TRIMMER STUD(S) KING STUD LSTA STRAP PER PLAN. CENTER ON TRIMMER OR KING STUD. (TYP) 2x SILL PLATE I..•• . ' • • .1 1/2" RATED SHEATHING 4 NAILING PER SCHEDULE. 3x BLOCKING —(TYP) 12 SWEAR WALL FORCE TRANSFER DETAIL 82.0/ SCALE: NONE REVIEWED FOR CODE R !/Ep DE SEP 22 2017 City of Tukwila BUILDING DIVISION 1721 RECEIVED CITY OF TUKWILA JUN 2 6 2017 PERMIT CENTER COPYRIGHT 2016, SEGA ENGINEERS NI II 1— II II N\ Vat 6 z CL 0 �i 0 A 22939 SE 292nd Place (360) 886-1017 LU UCTUFRAL I— s_ 0 JOB 13-m82