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Permit D17-0238 - ALLENTOWN - LOT 1 SINGLE FAMILY RESIDENCE
ALLENTOWN LOT1 11866 42ND AVE S DI 7-0238 Parcel No: Address: 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 3347400280 Permit Number: 017-0238 11866 42ND AVE S Project Name: ALLENTOWN LOT 1 Issue Date: 10/10/2017 Permit Expires On: 4/8/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: TRAN YEN NGA T 8213 S 121ST ST , SEATTLE, WA, 98178 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) 423-5050 Phone: (253) 661-6880 Expiration Date: 9/26/2018 DESCRIPTION OF WORK: NSFR Project Valuation: $362,997.85 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: V -B Electrical Service Provided by: TUKWILA Fees Collected: $49,066.69 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: 20 Fill: 20 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: Date: 11 O /017 1 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 perm)'nd agree to the conditions attached to this permit. Signature: Date: /" a/( Print Name: /+� 7 (�6-- 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: 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. 5: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 11: 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. 12: 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. 13: 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). 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 15: 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. 16: 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. 17: ***MECHANICAL PERMIT CONDITIONS*** 18: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 19: 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. 20: Manufacturers installation instructions shall be available on the job site at the time of inspection. 21: 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. 22: 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. 23: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 24: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 25: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 26: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code.and the Fuel Gas Code. 27: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 28: 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. 29: 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. 30: 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. 31: 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. 32: 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. 0 0 33: 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. 34: 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. 35: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 36: 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 37: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 38: 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). 40: 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) 41: 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) 42: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 39: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 43: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 44: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 45: ***PUBLIC WORKS PERMIT CONDITIONS*** 46: 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. 47: 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. 48: 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. 49: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 50: 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. 51: 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. 52: 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. 53: Any material spilled onto any street shall be cleaned up immediately. 54: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 55: 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. 56: The Land Altering Permit Fee is based upon an estimated 20 cubic yards of cut and 20 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. 57: 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. 58: 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. 59: 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. 60: 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'. 61: The house fire sprinkler system shall be designed by a Fire Sprinkler System Designer. Designer shall verify in writing to the Public Works Inspector that a 3/4 -inch water meter and service line meets domestic water and fire flow requirements. If domestic water and fire flow requirements are not met, then a 1 -inch water meter with a 1 -inch service line is required. Refer to attached Public Works Details for 1" FIRE/DOMESTIC SERVICE and/or 1" FLOW-THROUGH SYSTEM. Coordinate with Public Works Project Inspector. 62: 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. 63: 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. 64: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 65: Prior to issuance of this permit, Owner/Applicant shall provide a Traffic Concurrency Certificate Application and pay $300.00 under PW permit C17-OOxx. 66: Prior to issuance of this permit, Transportation Impact Fee shall be paid in the amount of $1,013.88. 69: Prior to issuance of this permit Owner shall sign w/Notary a ROW Hold Harmless Agreement for work within the Public right-of-way. 67: 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. 68: Owner/Applicant shall contact the local postmaster regarding location of mailbox(es) installation. Location of mailbox(es) installation shall be coordinate with Public works. 70: All double check valve assemblies shall be approved by the State Department of Health. 71: Per City Ordinance no. 2177 new homes within the Allentown Phase 2 Area are required to pay in full the current fee for the King County Sewer capacity charge, and bring proof of payment to the City's Permit Center prior to Public Work's final inspection approval. 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 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 0 City of Tukwila 0 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.Kov WATER METER INFORMATION Parcel No: 3347400280 Permit Number: D17-0238 Address: 11866 42ND AVE S Applicant: ALLENTOWN LOT 1 Issue Date: 10/10/2017 Permit Expires On: 4/8/2018 DESCRIPTION OF WORK: NSFR METER #1 METER #2 METER #3 Water Meter Size: Water Meter Type: Work Order Number: Connection Charge: Installation: Plan Check Fee: Inspection Fee: Turn on Fees: Subtotal: Cascade Water Alliance (RCFC): TOTAL WATER FEES: .75" PERM 21740117 $60.00 $490.00 $10.00 $15.00 $50.00 $625.00 $6,005.00 $6,630.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 CITY OF TUK» to Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov LIi Combination Permit No. pi Project No.: Date Application Accepted: Date Application Expires: 1-09,92 (For office u on yI 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: 11966 96 7 Z- Alm ✓ King Co Assessor's Tax No.: 1 tA�*f4 33 7'/e - o PROPERTY OWNER Name: e 1-R '1 L. A-74 6 - (Lo' & .T7 -A/ . Address: li c1, X 65 2_ Gib rkii,to 6 W City: Fides..., f k/ State: vie Zip:Gjgo2,3 CONTACT PERSON — person receiving all project communication Name: Address: 2_,? 8 is. -'b dye -'1.,,_.) City:o4, (G� A,�,!/ State:1.�V ^ _ Address: Phone:245 City: State: Zip: Phone:'2 6 -403 --5.055ax: Zip: Email: Fax: Li GENERAL CONTRACTOR INFORMATION Company Name:e,q r/ 9 N&. 6,,.5.1.-- i ' -r Address: 2_,? 8 is. -'b dye -'1.,,_.) City:o4, (G� A,�,!/ State:1.�V ^ _ Zip:9 9 j Phone:245 Contr Reg No.: Exp Date: illiir' Tukwila Business License No.: City: ARCHITECT OF RECORD Company Name: S [C'0- rj- Company Name: , g31L S'� .92- 1 1 JState: � Zip: 78e 0 City: 13 Architect Name: Email:, _t._ - 3.e j4er!r148er-5-(Deom.c4 Net- Address: illiir' State: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD LENDER/BOND Company Name: S [C'0- rj- Engineer Name: 6:_re 11. 4-2-- , g31L S'� .92- 1 1 JState: � Zip: 78e 0 City: 13 Phone: 360•,egc_ l®t Fax: Email:, _t._ - 3.e j4er!r148er-5-(Deom.c4 Net- LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Sg L i/e t -4 7A)6"" f ri51i Address: City: State: Zip: H:\Applications\Forms-Applications On Line\201 I Applications\Combination Permit Application Revised 8-9.11.docx Revised: August 2011 bh Page 1 of 4 PROJECT INFORMATION — Valuation of project (contractor's bid price): $ 3 Delo Scope of work (please provide detailed information): DETAILED BUILDING INFORAMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE . Basement Ist floor l �a 2-5� 1 2"d floor Garage carport ■ '3% / Deck — covered1 uncovered ■ / 1 V ( Total square footage ; 2_.L/Lf 0 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 at 206-575-4407. EQUIPMENT AND FIXTURES — INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT.. MECHANICAL: Value of mechanical work $ 45-‘70 fuel type: ❑ electric gas I �f/. furnace <100k btu v/ appliance vent 5 ventilation fan connected to single duct thermostat / wood/gas stove water heater (electric) emergency generator other mechanical equipment PLUMBING: 7‘00 Value of plumbing/gas piping work $ 3 bathtub (or bath/shower combo) bidet L clothes washer r� dishwasher floor drain fZ shower 7 lavatory (bathroom sink) / sink water closet 1 water heater (gas) lawn sprinkler system 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 0 PUBLIC WORKS PERMIT INFORMATION - 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 0 ...Letter of water availability provided SEWER DISTRICT DI Tukwila ...Sewer use certificate ❑ .. Highline ❑... Valley View 0 .. Renton ❑ ... Letter of sewer availability provided ❑ .. Renton ❑ .. Seattle SEPTIC SYSTEM: 0 .. On-site septic system — for on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): ❑ ...Civil Plans (Maximum Paper Size — 22" X 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance 0 .. Easement(s) ❑ .. Geotechnical Report ❑ ... Hold Harmless — (SAO) ❑ .. Maintenance Agreement(s) ❑... Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): 0 ...Right -Of -Way Use - Potential disturbance 0 .. Construction/Excavation/Fill - Right -of -Way... 0 ❑ ...Total Cut o ...Total Fill ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...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 # ❑ ...Sewer Main Extension Public 0 - or - Private 0 -or- Non Right -of -Way.. ❑ ❑ .. Work In Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank 0 .. Trench Excavation ❑ .. Curb Cut ❑ .. Utility Undergrounding ❑ .. Pavement Cut 0 .. Backflow Prevention - Fire Protection ❑ .. Looped Fire Line Irrigation Domestic Water WO # WO # ❑...Water Main Extension Public 0 - or - Private 0 FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REOUESTING WATER OR SEWER SERVICE Fire line size at property line 0 ...water 0 ...sewer MONTHLY SERVICE BILLING TO: Name: CA:1 L -p i) C�rrrj number of public fire hydrant(s) 0 ...sewage treatment Mailing Address: 9 faj $ 2-1 d% ,t , Fz_ 5 LI Day Telephone: 2 0 6 —Lf 2 3 --SO 5-5 erztA i tAA— `? 662. -3 City State Zip WATER METER REFUND/BILLING: Name: Day Telephone: Mailing Address: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES —APPLICABLE TO ALL PERMITS IN TRIS AP ICATION.— 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 1 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 0 OR AUT o RIZED AGENT: Signature: Date: Cr/"S //4— Print /4— Print Name: L y G ✓( ( ,- Day Telephone: 7-66-- / —3 0 2-99/5— —� t rSw j(1•wa✓ r,, 9 Qd 7-3 Mailing Address: H:\Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8.9.11.docx Revised: August 2011 bh City State Zip Page 4 of 4 r BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees CV t2 1-v47,16 PROJECT NAME ,APERMIT # 'b ! 7 - 0 Z3$ ,1,e66 42nd ✓'ivy. 5.) If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. 2-5o /Coo/2500 1,P00 6a 00 1.50 $250 (1) C. 2.0% of amount over $100,000, but Tess than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) fT 5. Enter total excavation volume Zo cubic yards Enter total fill volume 2-a 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 v Up to 50 CY - Free 51 - 100 $23.50 101 - 1,000 $37.00 1,001 - 10,000 $49.25 10,001 - 100,000 • $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1sT 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees (4) $ (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 4-b& 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 0 BULLETIN A2 TYPE CPERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ 15o (6) 7. Pavement Mitigation Fee ("i> $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal. of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement mitigation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 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. QUANTITY IN CUBIC YARDS RATE \/ 50 or less ,i $23.50 51 —100 $37.00 101 — 1,000 $37.00 for lst 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1' 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 2 453 $ (9) 0 0 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter – Deduct ($25) B. Flood Control Zone ($52.50 – includes Technology Fee) C. Water Meter – Permanent* D. Water Meter – Water only* E. Water Meter – Temporary* * Refer to the Water Meter Fees in Bulletin Al 692_ 00 Total A through E $ 025' 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) $ 1(, 2 (lP 1/4./ E. Allentown/Foster Pt Sewer (Ord 2177) $ 2o, ¢oD?-- F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ 10 I. Other Fees$ Po0 5 0% c,p,4c ,E p,g. Au.4061NCF _5—Tota1'A through I $ 93 11 DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $z- (9) (10) ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2017 —12.31.2017 Total Fee ✓ 0.75 ✓ $625 v $6005 $6630 1 $1125 $15,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 02/21/17 Temporary Meter 0.75" $300 2.5" $1,500 3 01470 ,/„/ Cash Register Receipt City of Tukwila Receipt Number R12529 " DESCRIPTIONS IACCOUNT QUANTITY PAID PermitTRAK " $62,384.60 D17-0238 Address: 11866 42ND AVE S Apn: 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 I R000.322.100.00.00 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 $20400.00.. 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 FEESPAID 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 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $62,384.60 D17-0174 " Address: 5230 S 137TH. ST Apn:-0003000099 $15,768.42 1 INCH $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 CSYSTEMS Cash Register Receipt City of Tukwila Receipt Number R12255 DESCRIPTIONS PermitTRAK I ACCOUNT I QUANTITY " PAID $5,098.51 C17-0021 Address: 11866 42ND AVE S Apn: 3347400280 $300.00 PUBLIC WORKS $300.00 TRAFFIC CONCURRENCY R104.367.121.00.00 0.00 $300.00 D17-0039 Address: 12510 50TH PL S Apn: 0179002665 $2,348.00 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 D17-0238 Address: 11866 42ND AVE S : Apn: 3347400280 $2,450.51 DEVELOPMENT $2,450.51 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R12255 R000.345.830.00.00 0.00 $2,450.51 $5,098.51 Date Paid: Tuesday, September 05, 2017 Paid By: CARY LANG CONSTRUCTION Pay Method: CHECK 24999 Printed: Tuesday, September 05, 2017 12:16 PM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 DSI -0238 41104"ct: ,(_ L-fJT.Zui�'t Type of Ins ection: F1 JAL ens:T(3wNi aess: Ng.� 1862(0 Ltz ve_ Sr Date Called: Special Instructions: Lin + # i... Date Wanted: L a.m. -�Qr O ���� p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Buolcvir FiJ4L- Inspector: --D cyyt Date: « /e -20/t REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 1)17-0Z3� Pro'e t: i 4 Type of Inspection ,(_ �j FIT. SPX"f►cNce4i& �`1 a Address: Date Ca pedal Instructions: Date Wanted: 107—Z-Ve a.m. p.m. Requester: Phone No: me Lui...J,t FI�tai- If Com Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: -r)) ,(_ �j FIT. SPX"f►cNce4i& �`1 a &, /i jSul f� on, 4 ow tl,rt( Netex cfAL FNikt. ftrptives me Lui...J,t FI�tai- If Com Q Ga Vc$ i -r a gale_ 6.---1- �,,,, O� %►b�,cP , p r eLicoct,�.x-o ,,,,uc�.s _ P' PPi Pt cd - 10 K. 1GZIP OA/ Pefrrelrike3/ REINSPECTION FEE REQUIRED. Prior to next inspection. fee m st be f44 paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinsp INSPECTION NO. INSPECTION RECORD Retain a copy with permit bot236 NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project-%t-� % Oi" i �FTLo Ty of Insp\ect'ion: k.A‘ �1 \ 1r1 _ t 1 I IJAL Address: _ it46 9Z Ayr_ S, Date Called: Special instructions: Date Wanted:L /- /7 ate. � - 206, p.m. Requester: Phone No: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: - G -3tA-; tCt 1N � � nl- tto tr) C„,w4 e slyyz/!(iei* 2, Seal_ ciao vta e 1.cts 1 ) Joe LF1Jts S,e do r CST EAc04- Inspector: tig C.14 Date: 9-/ 7-24g 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 0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 br?-0238 Project: i,.L+D� v Type of Inspection: f rem.' c i,cJ , torr+' 1 d ress: ti I I8, y2 Ave. ate Called: Specia Instructions: j L Date Wanted: 4t —I (— 2,C3' l 1 a.m. p.m. Requester: Phone No: EjApproved per applicable codes. Corrections required prior to approval. COMMENTS: FE. s±,gN4p4cb _! c nt on, blow e f!% irt5 egg- u. a -i- Lcg-f - s kie_ or . t r p ctor:( Date: ct rg t�c►►r . Ae nn errtAA N� REINSP CTI FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to sched t r inspection. -rrI . dryer; ..�; I— 0.-÷ 0. -÷AA+, c_ pi-ezp.S.0 ,4LLD(4) 1-0 S Ct'c4D) INSPECTION RECORD Retain a copy with permit INSPECTION! NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 pri-c5238 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Project: Awriti m&N Lir i Type of Inspection: ix- / /6/P «czf Address: /YD /les4* �__5 Date Called: Special Instructions: Date Wanted: < Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 1-3/46 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pi 7 - c 3S Project: ALLEN 7D/0/4 LOT 1 Type of Inspection: Wti_.l_. //KM L77Q,N Address: 116620 21,1.D ASE. 4 Ei Date Called: Special Instructions: Date Wanted: I-72-6-48 Ca.m-j p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: r'`ti N�- IA) tisLs.pi_fr-n Inspector: Date: / 0./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 Dr7-02.36 6300 Southcenter Blvd.., #100, Tukwila: WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: ALLEN TDk°c)N Loy J Type of Inspection: rtaA -Wt IX G 4 57-111,05 frr/S»/e-- Address: /late& £2nD Avg. , Date Called: vps IRS /30 ihi ai/tt l- 5i i c is PO,% , 0 Special Instructions: ft Date Wanted: I --,2.5----/ 8 a.m. p.m. Requester: 055 /403 Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 4 57-111,05 frr/S»/e-- If/ PoiNT i / , D iNs-a g eil7Rwei pc R LEFT $7Dg,. w/l, -' vps IRS /30 ihi ai/tt l- 5i i c is PO,% , 0 .2. MissiN6- U55 :R iN6- 055 /403 Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Th7-eo23S Project: i4LLEiV7Z W/v Lb's' / Type of Inspection: Address: /166 2Z, Ait 1 5, Date Called: Special Instructions: a/AZ/SIC- lilac 1/44) ielit, R606 / Iv Date Wanted: i —3-1E5 a.m., p.m• Requester: Phone No: MApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: o I< - @uzf/PC .c /4 Inspector: Date: -3 91' 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 INSPECT 0 NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Di -7-07-38 (206) 431-3670 Project: //LLIi)V RSV* L(Sr 1 Type of Inspection: B4O116-i4 iN PLUwl83/NG (* Address:b )tat 47446.Ave, s, Date Called: Special Instructions: 1 Date Wanted: a.m', ►2.-18.17 p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: (* Rci6-4/ P1, Cil ,/iy oK- y- P/P4 R64/6"//4/ Inspector: Date:• Z V 7 //7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must he paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PI7-0 229 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: AL LEA'T6k1) i &or / Type of Inspection: Address: // '6 .2/1-V,6 5 J Date Called: Special Instructions: ROOF si chrthiNG- Date Wanted: 0-1541 a.m.) p.m. kip9aL Si k fAid-/— Requester: Phone No: (J Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 0 _ 1-V G Sf/�/4/G- s/71 -4,-A7 C — /We dl 7/v6- ° Inspector: Date: i2 s -i7 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 -Ca -36 Project: ,4LL., W TOWN t--67 / Type of Inspection: U.r/oairP 8/(? &velin,WC Address: /ietv0 7 �f0 A✓E `'i Date Called: Special Instructions: Date Wanted: > //`9 /7 (a.m�, p.m. Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION .D,7 -623e, 6300 Southcenter Blvd.., #100, Tukwila: WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: itt,EN Tt WA/ tor' / Approved Type of Inspection: form& DRAM S Address: ilff&b 12,VD AV"- Date Called: Special Instructions: . Date Wanted:a.m f0. — / -17 .m. Requester: Phone No: 50-6735- 25'3- 550-67 35- Approved per applicable codes. D Corrections required prior to approval. COMMENTS: re -0 /* %_ Diad-, T 5 Inspector: Date: // / l 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 DI7-c 3 Project: Type of Inspection: Address:, /1862 t) , v4‘ a Date Called: Special Instructions: /11- L.fa'N ZiA)tki i--'1— 1 Date Wanted: 16-2- 3 -17 a.m' p.m. Requester: Phone No: NApproved per applicable codes. Corrections required prior to approval. COMMENTS: - cb t1,/U D /4 76 /t) W M-4_ Inspector: Date: t� -t7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: %o7 NG - Address: //abtp 4.2l4D Atm Date Called: Special Instructions: Date Wanted: tD-a-3.1'7 . p.m. /-2L4N 'Tai Ai I457-- f Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: o t. i7il�(r- Inspector: Date: it) --2 `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 V17-4- 025g PERMIT NUMBERS CITY OF TUKWIRLA FIRE DEPARTMENT 206-575-4407 Project:` } etni-vwil Le4-- 1 Type of Inspection: frild,tc fift•Od Address: /jq�Q iii,�� � S ContactPersn: ?rd.(' Special Instructions: Monitor: my o Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: /4/(--- 4,t./Fire FireAlarm: I ,�,,(/ Hood & Duct: ,}i" Monitor: my o Pre -Fire: ej (/ , le --e-9--- freS.(r— A.) ; e n.{.61..e (351m< r c.G c Gui 2 - 1 5. 6,ai— /6,-7-0,,,,,L f., 5p -i ,, 44y ,ina 6tN1 v'€ - bed mil f hre___ I'cv q av-td - . d e ss At I rl Sokd S 5-y-ic d 'Needs Shift Inspection: Sprinklers: /4/(--- 4,t./Fire FireAlarm: I ,�,,(/ Hood & Duct: ,}i" Monitor: my o Pre -Fire: Permits: Occupancy Type: Inspector: Fru CII— Date: .4-11 fig Hrs.: t $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: tZ Sprinklers: �d� s.-----6Type of Inspection: 71/ if - Address: Suite #: I f )6, A 2 A/ o Contact Person: `''/ Special Instructions: Phone No.: A p ed per applicable codes. Corrections required prior to approval. COMMENTS: 0 7) (Piv - %tel -0 e d r2- 71,, we, 7 AA h(Ai t U Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: i --ilii c -,A__--- Date: f /2.3W Hrs.: 7 $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 Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): D17-0238 Grantor: CARY LANG CONSTRUCTION, INC., a Washington State Corporation Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Along 42"d Ave. South and adjacent to 11866 42nd Ave. South. Abbreviated Work Description: Work within the City Right -of -Way, including driveway access, traffic control, water service, storm drainage, undergrounding of power, pavement cut and restoration, 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 C0 day of b b , 2017. STATE OF WASHINGTON) )ss. County of King ) Authorized Signature / Grantor I certify that I know or have satisfactory evidence that ('Jrs is the person who appeared before me, and said person acknowledged that he signed this instrument, oa oath tated that he was authorized to execute the instrument and acknowledged it as the ail i 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 10 (10 Notary Public in hnd for the State of Washington residing at V1 � V Allet My appointment expires !� �� DATED this GRANTEE: By: Print Name: Its: /(< CITY of TUKWILA .77— day of Robin Tischmak (:)( ;€6, (- , 2017 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 • Ja2.6ccc_ Cc_2(2,,Y<-1C ame: LL -ti f° ,q (Lie r/ , OTARY PUBLIC, in and for the State of ashington, residing at My commission expires: i Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information L2B-2672 Y-_ This project will use the requirements of the scfipti e , th below and incorporate the the minimum values listed. In addition, base on the side the s huc re, the appropriate number of additional credits are checked as hosen b t e • it applicant. Authorized Representative Date "AII.CIimateZones Efficient Building Envelope la R-Valuea U-Factora Fenestration U -Factor° n/a 0.30 Skylight U -Factor n/a 0.50 Glazed Fenestration SHGC°,e n/a n/a Ceiling"` 49i 0.026 Wood Frame Wall9.Q1" 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. RECEIVED CITY OF TUKWILA SEP 0 5 2017 PERMIT CENTER Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits ❑ Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. O 2. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. ❑ 3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. ❑ 4. Additions Tess than 500 square feet: .5 credits Table R406.2 Summary Ootion Description Credit(s la Efficient Building Envelope la 0.5 1 b Efficient Building Envelope 1 b 1.0 lc Efficient Building Envelope lc 2.0 1d Efficient Building Envelope 1d 0.5 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 1.0 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 1.5 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 5a 0.5 5b Efficient Water Heating 5b 1.0 5c Efficient Water Heating 5c 1.5 5d Efficient Water Heating 5d 0.5 6 Renewable Electric Energy 0.5 Total Credits *Please refer to Table R406.2 for complete option descriptions REVIED FOR CODE C MPLIANCE AP O\'ED SEP 7 2011 • 0 City :If Tukwila BUILDI DIVISION P11 0 *1200 kwh 0.5 0.5 1.5 0.0 3.50 Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R -values are minimums. U -factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R -value of the insulation from Appendix Table A101.4 shall not be less than the R -value specified in the table. b The fenestration U -factor column excludes skylights. The SHGC column applies to all glazed fenestration. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Reserved. g Reserved. h Reserved. ' The second R -value applies when more than half the insulation is on the interior of the mass wall. Reserved. k For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38. Reserved. m Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Table R402.1.3 Footnote a Nonfenestration U -factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. C ur • 3 7 73 _a. O Q• (D 7 7. \3 • CP U7' IV 0) iJ (77 (n r� 0 6666666666666666666 0 GREAT ROOM: UPPER HALL, BEDROOM 2 ,MASTER.BATIrl MASTER BEDROOM g713 D j 7J CLI mg 73 o E BEDROOM 3 PLAYROOM/BED>4 -G X O. w G 70 13 m 3z) z - C 70 70 m p9 z' Z' UPPER ENTRY GREAT ROOM DINING.RgOMs_ _ I _ DINING ROOK J GUEST ROOM POWDER•ROOM: o O 0000000000000000000 o O • . 6 CO O) O) O CO O) -NI N .A 00 O O N - (h . .A 'co ? 6 CO O) N CO 00 CO O CO O) �I Ut CO O a . (;) 0 O 'w 0'0'0 O w' O 61 'O 7G3 , 0'0 O w 0.30 0.30 O w 0 O' w'w 0'0 O O w 0 O w 0 0' w 0 O w 0 O' w 0 UO, C ur • 3 7 73 _a. O Q• (D 7 7. \3 • CP U7' IV 0) iJ (77 (n r� 0 6666666666666666666 0 0 N N.) O (.3 N N .A O N O 00 co O O N co a) W O N N UP O o O 0000000000000000000 o O • . 6 CO O) O) O CO O) -NI N .A 00 O O N - (h . .A 'co ? 6 CO O) N CO 00 CO O CO O) �I Ut CO O 0 0 (DD • 0- 0 N (=D O. 0 D (U v Vertical Fenestration (Windows and doors) m X X 3 3 o -- cn N (Q Q c m 0 (D 7 m 0 0 7 m 3 .0 N • x 3 N x Co) O' 0 O O O O O O C 0) 0 (D 0) C ti uogewJo)ui pejuo0 Window, Skylight and Door Schedule CD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O 000.0.00.000 000000000 0 CS) 0 M O Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area 0 m 0 cc O N .O 0 O 0 O 0 O 0 O 0 O 0 O O O O O O O O O O O O O 000000 O O O O O O 0 O cb m 11 Q � N . a m m a) Q O c) o m Eco N a) 0 Total Sum of Fenestration Area and UA (for heating system sizing calculations) l! 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 L2B-2671- -- Contact Information Heating System Type: o All Other Systems O Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions bxs- Area of Building Conditioned Floor Area instructions Conditioned Floor Area (sq ft) Average Ceiling Height Instructions Average Ceiling Height (ft) Glazing and Doors Instructions Skylights Instructions Insulation Attic Instructions Single Rafter or Joist Vaulted Ceilings Instructions r Select R -Value 121 Above Grade Walls (see Figure 1) Instructions Floors Instructions R-21 Intermediate R-38 Below Grade Walls (see Figure 1) Instructions Slab Below Grade (see Figure 1) Select conditioning Instructions Slab on Grade (see Figure 1) Instructions Select R -Value v Location of Ducts Instructions Unconditioned Space Design Temperature Difference (AT) AT = Indoor (70 degrees) - Outdoor Design Temp Conditioned Volume 22,704 U -Factor X Area 0.30 U -Factor 0.50 383 X Area = UA 114.90 = UA U -Factor X Area = UA 0.026 ,1,609:_: 41.83 U -Factor X No selection Area UA U -Factor X Area UA 0.056 .2;465 138.04 U -Factor X Area UA 0.025 x,615 ; 40.38 U -Factor No selection X Area F -Factor X No selection F -Factor X No selection Sum of UA UA Length UA Length UA Duct Leakage Coefficient 1.10 Envelope Heat Load Sum of UA XAT Air Leakage Heat Load VolumeX 0.6X AT X.016 46 335.15 15,417 Btu / Hour 11,279 Btu / Hour Building Design Heat Load 26,696 Btu / Hour Air Leakage • Envelope Heat Loss Building and Duct Heat Load 29,366 Btu / Hour Ducts In unconditioned space: Sum or Building Heat Loss X 1.10 Ducts In conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 41,112 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) STRUCTURAL CALCULATIONS. FOR THE CARY LANG CONSTRUCTION RESIDENTIAL PROJECT Plan L2B-2672-2 August 17, 2017 Job No. : 09-059 Location: 11866 - 42nd Avenue South Tukwila, Washington Copyright 2017, SEGA Engineers REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 7 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 0 5 2017 PERMIT CENTER SEGA Engineers/ /Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 P11 STATEMENT OF WORK SEGA Engineers was asked to provide a lateral loads analysis, shear wall design, review of major framing members and foundation, and drawing red -lines for a two-story wood framed single family residence. The roof framing is manufactured trusses, the floor framing is 2x dimensional or wood I -joists, and the foundation is typical concrete strip footings with a crawl space. The application and use of these calculations is limited to a single site referenced on the cover sheet. The cover sheet should have an original signature in blue ink over the seal. The attached calculations may or may not apply to other sites and the contractor assumes all responsibility and liability for sites not expressly reviewed and approved. Please contact SEGA Engineers for use at other sites. SEGA Engineers will use that degree of care and skill ordinarily exercised under similar circumstances by members of the engineering profession in this local. No other warranty, either expressed or implied is made in connection with our rending of professional services. For any dispute, claim, or action arising out of this design, SEGA Engineers shall have liability limited to the amount of the total fee received by SEGA Engineers. Questions regarding the attached should be addressed to SEGA Engineers. Greg Thesenvitz, PE/SE SEGA Engineers SEGA Engineers, / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Project L2-2672 Job No. 09-059 By: GAT Checked Date: 02/22/17 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 (Veit) Kzt 1.00 Exposure B Seismic Design Category D SDS 1.00 Response Factor 6.5 Cs= 0.154 Importance Factor 1.00 Soil Allowable Bearing 1,500 psf Copyright 2017, SEGA Engineers 10.4 psf LL Residential 40 psf Total Floor Load 50.4 psf DECKS DL 2 x Decking 4.3 psf 2x10@16"oc 2.8 Misc 1.5 8.6 LL Residential 40 psf Total Deck. Load 48.6 psf WALLS DL Siding 3.5 1/2" Plywood 1.5 psf 2x6@ 16"oc 1.7 Insul 0.6 1/2" GWB 2.2 9.5 psf Copyright 2013, SEGA Engineers r= Pt-) (44 (4) s e6o4 � S gtZF1(/ot7v)_- �g,z1) (if I/r).)(� ` 44 14 71JzX /�/S7/St- ®r 640 &it e 664-- ?".1 ,C �rz.Fr pf\ = 7_7 Sf'z ` (0,zt"/6(rt) Z S,2-11 111 1+1= 4,10, Lcj "/p) z JL7 4 L 44Z ok t S(olict ")(if) - - _;- 40 ki,, t 4D1C. Copyright 2013, SEGA Engineers Copyright 2014, SEGA Engineers l l 'VI t V/ TJX- #)2 = 4,V J 'J . / Z k I br ,jam &ta 119' Fir c 014S( Q,Gocj Yl;.) (i -SSI ` 6SZ k/ 2 ) $ v cA. -kS?l )aw, t 6rMt-Ii Ew ) — :_......__�.... // viz 'l3 3ty-G - z)(saPn f 4 t C G It firi = zed' ` 1 t-si- wz= C )( s�,S1)-. ) 2d" vi =��,sFr) v,3')-C3.5`}60,z.. "1(4,7.47-U')(0,110 =3, 3g► V='' 'Rt - Copyright 2013, SEGA Engineers ',3) TOL 1)1 7- C-1.4-,)t_ii oi(h Itecit,1 -1-11.(40/itiell)Ct5)c CA,v1:. 10e, , IA-ie.4r— /it 011Y b/4—(teKallii(141,)"z 641 •V 111IL Pf 4-C'(7.610 (16')2 2/. 4- Ilk' Copyright 2013, SEGA Engineers = 1.00 = 1.00 25 ft 30 ft lc( = 1.00 Section 26.8 P30 = 17.7 psf 110 mph Figure 28.6-1 (ASD) Po_15= (1.00) (1.00) (17.7psf) = 17.70psf (x0.6= 10.62psf) P20 = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf (x 0.6 = 10.62 psf) P25 = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf (x 0.6 = 10.62 psf) P30 = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf (x 0.6 = 10.62 psf) Design Base Shear: (Wind) Vfit,= (30ft) (10ft) (17.7psf) + (30ft) (5ft) (17.7psf) + (30 ft) (5ft) (17.7 psf) + (30 ft) (3 ft) (17.7 psf) =12.2 x 0.6 = 7.3 kips Therefore, VAS= (59ft) (10ft) (17.7psf) + (56ft) (5ft) (17.7psf) + (50 ft) (5ft) (17.7 psf) + (11 ft) (3 ft) (17.7 psf) =20.4 x 0.6 = 12.2 kips Seismic Loads Govern for Lateral Design - Front/Back Wind Loads Govern for Lateral Design - Side/Side Copyright 2013, SEGA Engineers L° , , -CA.4 /S T132- fl grnwd ' r- 13007 riz fiS Copyright 2024 SEGA Engineers 1440 0 Of T T - v v '7t 9;S ®� Zo(''7 $/3.:1 _ .5tf.)J l 3,.r.' 71. 3,5'7: _7P 7,g/el /7' : 4/69P"' Copyright 2013, SEGA Engineers v' s 3c 5140 joie 3t-!144 )44 ST Copyright 2012, SEGA Engineers SEGA Engineers /Structural & Civil Consulting Engineers PROJECT L25-2612 22939 SE 292nd Place • Black Diamond, Washington 98010 JOB NO. (360) 886-1017 • FAX 886-1016 SNEAK WALL KEY PLAN 09-059 FIGURED BY GAT CHECKED BY DATE 02/22/11 SHEET 10 OF 10 LSTA30 VCR BILL TO 3a BLOC -IOWA RTP.1 PLACES) r›i UPPER FLOOR A=1,4185QFT DSO - GIRDER TO TCP PLATE L5TA30 - BEAM 10 TOP RATE LSTA30 • OR SILL TO 3t BLOCKING. RTP. 2 PLACES) E MAIN FLOOR A=1,253 SQ FT L 0 0 A= 312 SOFT 0 0 SHEAR WALL SCHEDULE Mark Minimum Sheathing (1) Sheathing Nailing (1) Anchor Bolts (2) Remarks (4) EI?/2' OSB or CDX 8d @ 6" O.C. 5/8' @ 60" O.C. Qaii = 230 plf E> 1/2' OSB or CDX 8d @ 4" O.C. 5/8' @ 32" O.C. Qaii = 350 plf 1/2' OSB 8d @ 3" O.C. 5/8" @ 16" O.C. QaII = 450 plf ���"' or CDX Use minimum 3x studs at abutting panel edges and stagger edge nailing. C> 1/2" OSB or CDX 8d @ 2" O.C. 3/4" @ 16" O.C. Qaii = 600 plf Use minimum 3x studs at all panel edges and stagger edge nailing. I> See Detail 12/S2.0 for Construction Notes: 1) All walls designated " rj " are shear walls. Exterior walls shall be sheathed with rated sheathing (24/0, OSB or CDX) and nailed at all panel edges (Blocked) per schedule (uno). Nailing at intermediate framing to be at 12" oc. Nailing not called out shall be per IBC Table 2304.9.1. 2) Use minimum of (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 a minimum of 7" into concrete. Use minimum 3" x 3" x 1/4" galvanized plate washer for each anchor bolt. 3) Holdowns and other framing hardware by Simpson or equal to be used per plan. Ends of shear walls shall use double studs minimum (UNO). 4) Allowable loads are permitted to be increased by 40% for wind design in accordance with IBC Section 2306.3. Geotechnical Engineering Report 11866 42nd Ave S Tukwila, Washington P/N 3347400280 August 29 2017 prepared for: Cary,,Lang C m tion Attention: ary,.Lang 29815 24 Ave SE Federal Way, Washington 98023 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 27 2011 - • City of Tukwila BUILDING DIVISION prepared by: Migizi Group, Inc. PO Box 44840 Tacoma, Washington 98448 (253) 537-9400 MGI Project P1063 -T17 13) RECEIVED CITY OF TUKWILA SEP 0 5 2017 PERMIT CENTER 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 3 3.4 Infiltration Conditions and Infiltration Rate 4 3.5 Seismic Conditions 4 3.6 Liquefaction Potential 5 4.0 CONCLUSIONS AND RECOMMENDATIONS 5 4.1 Site Preparation 6 4.2 Spread Footings 7 4.3 Slab -On -Grade -Floors 9 4.4 Structural Fill 9 5.0 RECOMMENDED ADDITIONAL SERVICES 10 6.0 CLOSURE 11 List of Tables Table 1. Approximate Location and Depth of Exploration 2 Table 2. Laboratory Test Results for Non -Organic Onsite Soils 4 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 Pit TP -1 A-2 APPENDIX B Laboratory Testing Results B -1...B-2 1 j MIGIZI GROUP, INC. PO Box 44840 PHONE (253) 537-9400 Tacoma, Washington 98448 • FAX (253) 537-9401 August 29, 2017 Cary Lang Construction 29815 24th Ave SW Federal Way, WA 98023 Attention: Cary Lang Subject: Geotechnical Engineering Report 11866 42nd Ave S Tukwila, Washington P/N 3347400280 MGI Project P1063 -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 undeveloped, rectangular shaped parcel, located in a densely populated residential area situated east of a southerly bend of the Duwamish River in Tukwila, Washington, as shown on the enclosed Topographic and Location Map (Figure 1). The site trends lengthwise from east to west, extending approximately 275 feet along this orientation and ± 40 feet from north to south. The site is currently undeveloped and moderately vegetated, with the west side of the property fronting on 42nd Ave S; setback approximately 100 feet east of the bank of the Duwamish River. The bank along the Duwamish River is 10 to 15 feet high, and contains gradients of approximately 40 percent. Improvement plans involve the clearing/stripping of the subject property, and the construction of a new single family residence within the confines of the parcel. Site produced stormwater will be retained on site if feasible. Page 1 of 11 0 D 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cary Lang Construction - 11866 42' Ave S, Tukwila, WA Geotechnical Engineering Report August 29, 2017 P1063 -T17 2.0 EXPLORATORY METHODS We explored surface and subsurface conditions at the project site on August 14, 2017. Our exploration and evaluation program comprised the following elements: • Surface reconnaissance of the site; • One test pit exploration (designated TP -1), advanced on August 14, 2017; • One grain -size analysis performed on a soil sample collected from our test pit exploration; and • A review of published geologic and seismologic maps and literature. Table 1 summarizes the approximate functional locations and termination depth of our subsurface exploration, and Figure 2 depicts the approximate relative location. The following sections describe the procedures used for excavation of the test pit. TABLE 1 APPROXIMATE LOCATION AND DEPTH OF EXPLORATION Exploration Functional Location Termination Depth (feet) TP -1 Eastern half of the parcel 10 The specific number and location of our exploration was 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 exploration performed and utilized for this evaluation reveals 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 pit was excavated with a rubber -tracked mini -excavator operated by an excavation contractor under subcontract to Cary Lang Construction. An engineering geologist from our firm observed the test pit excavation, collected soil samples, and logged the subsurface conditions. The enclosed test pit log indicates the vertical sequence of soils and materials encountered in our test pit, based on our field classifications. Where a soil contact was observed to be gradational or undulating, our log indicates 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 pit sidewalls. Our log also indicates the approximate depths of any sidewall caving or groundwater seepage observed in the test pit. The soils were classified visually in general accordance with the Migizi Group, Inc. Page 2 of 11 n n Cary Lang Construction -11866 42°a Ave S, Tukwila, WA Geotechnical Engineering Report August 29, 2017 P1063 -T17 system described in Figure A-1, which includes a key to the exploration log. A summary log of the exploration is included as Figure A-2. 3.0 SITE CONDITIONS JThe 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 a relatively small, undeveloped residential parcel, situated towards the north end of the Allentown neighborhood of Tukwila, Washington. Prior to the proposed development, the site appears to be primarily utilized as side yard space by the adjacent residential properties to the north and south, given their close proximity. The western fl half of the property is vegetated predominately by tall grasses, whereas the eastern half of the property is vegetated with blackberry bushes, other small brush, and scattered fir trees. The project area is relatively level, with minimal grade change observed over its extent. No hydrologic features were observed on site, such as seeps, springs, ponds and streams, outside of the Duwamish River approximately 100 feet west of the project area. 3.2 Soil Conditions Underlying a surface mantle of sod and topsoil, we encountered a significant fill proponent above native deposits in our subsurface exploration. Fill material was moderately consolidated, and comprised primarily of fine sand with silt, some gravel and asphalt/brick debris. Fill soils extended upwards of 41/2 below existing grade, transitioning to native alluvial deposits. Alluvial soils were poorly consolidated, being comprised of fine silty sand with scattered organics. Alluvial soils were continuous through the termination of our subsurface exploration; a depth of 10 feet. In the Geologic Map of the Des Moines 7.5' Quadrangle, King County, Washington prepared by the U.S. Department of the Interior U.S. Geologic Survey, the project site is mapped as containing Qal, or Quaternary Alluvium. In respect to the geographic location of the project site, this geologic mapping attributes most of the subsurface soils as deposits associated with the flood plains of the adjacent Duwamish River. Our subsurface exploration generally corresponds with the mapping of the site performed by the USGS. The enclosed exploration log (Appendix A) provide a detailed description of the soil strata encountered in our subsurface exploration. LJ� 3.3 Groundwater Conditions We did not encounter groundwater in our subsurface exploration which extended to a depth of 10 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 to 15 feet below existing grade, roughly corresponding to the elevation of the adjacent Duwamish River. Seasonally perched groundwater, however, will likely be encountered during extended periods of wet weather due to the poor permeability of site soils. We do not anticipate that groundwater will be present in most project excavations, nor be a limiting factor in the proposed development. Migizi Group, Inc. Page 3 of 11 0 0 0 0 0 0 0 J a 0 9 a 0 0 0 0 0 0 Cary Lang Construction — 11866 42nd Ave S, Tukwila, WA Geotechnical Engineering Report August 29, 2017 P1063 -T17 3.4 Infiltration Conditions and Infiltration Rate As indicated in the Soil Conditions section of this report, fill material is present at close proximity to existing grade; extending to a depth of ± 41/2 feet. As per local design manuals, fill material generally cannot be utilized by retention facilities, and the invert elevation for such structures will have to be at a minimum depth of 61/2 feet below grade to encounter adequate soil conditions. Based on our field observations and grain size analysis (presented in Table 2, below), it's evident that native soils consist of moderate to slowly permeable silty sand, which contains a relative fines content (percent silt/clay) in excess of 20 percent. The results of our soil grain size analysis is presented below, and the attached Soil Gradation Graphs (Appendix B) display the grain -size distribution of the sample tested. TABLE 2 LABORATORY TEST RESULTS FOR NON-ORGANIC ONSITE SOILS Soil Sample, Depth % Coarse Gravel % Fine Gravel % Coarse SandSand 0/0 Medium % Fine Sand % Fines Dia TP -1, S-2, 6 feet 0 0 0 3.4 72.4 24.2 -- Drainage Design Considerations Given the fine-grained nature of native soils, we do not interpret full -infiltration as being feasible for this project. Site produced stormwater should be managed through the introduction of dispersion systems or limited infiltration. If limited infiltration is utilized, trench or drywell dimensions should be as per recommendations found in Sections C.2.3.3 or C.2.3.4 of the King County Surface Water Design Manual (KCSWDM). Retention facilities should have an invert elevation of at least 61/2 feet belowexisting grade and utilize the USDA classification of loamy sand for design. 3.5 Seismic Conditions Based on our analysis of our subsurface exploration log 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 = 1.508 g SMS = 1.508 g SDs = 1.005 g Si = 0.566 g SMI = 0.849 g SDI = 0.566 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 1.51 g and Sa at a period of 1.0 seconds is 0.85 g. 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 1.00 g and Sa at a period of 1.0 seconds is 0.57 g. Migizi Group, Inc. Page 4 of 11 Cary Lang Construction —11866 42nd Ave S, Tukwila, WA Geotechnical Engineering Report August 29, 2017 P1063 -T17 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. The native alluvial soils encountered below a depth of 41/2 feet are marginally liquefiable when saturated, and could possibly liquefy during a large-scale seismic event, resulting in post construction settlement. 4.0 CONCLUSIONS AND RECOMMENDATIONS Improvement plans involve the clearing/stripping of the subject property, and the construction of a new single family residence within the confines of the parcel. Site produced stormwater will be retained on site if feasible. We offer these recommendations: • Feasibility: Based on our field exploration, research and analyses, the proposed structures appear feasible from a geotechnical standpoint. • Foundation Options: Foundation elements for the proposed residence should be constructed on medium dense or denser native or fill 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. 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 2 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). • Infiltration Conditions: Given the fine-grained nature of native soils, we do not interpret full -infiltration as being feasible for this project. Site produced stormwater should be managed through the introduction of dispersion systems or limited infiltration. If limited infiltration is utilized, trench or drywell dimensions should be as per recommendations found in Sections C.2.3.3 or C.2.3.4 of the King County Surface Water Design Manual (KCSWDM). Retention facilities should have an invert elevation of at least 61/2 feet below existing grade and utilize the USDA classification of loamy sand for design. 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. Migizi Group, Inc. Page 5 of 11 n L, n Cary Lang Construction —11866 42nd Ave S, Tukwila, WA Geotechnical Engineering Report August 29, 2017 P1063 -T17 4_1 Site Preparation Preparation of the project site should involve erosion control, temporary drainage, clearing, stripping, excavations, cutting, subgrade compaction, and filling. 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 Liadequate 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 ry 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 exploration indicates that the organic horizon can reach thicknesses of up to 5 inches. Stripping is best performed during a period of dry weather. Site Excavations: Based on our exploration, we expect that shallow excavations will encounter moderately consolidated fill soils, and deeper excavations will encounter loose fine silty sand; each of which can be readily excavated using standard excavation equipment. jDewatering: Our exploration did not encounter groundwater within its termination depth, 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. fl n .J n 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 11H: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 11 LJ Cary Lang Construction —11866 42nd Ave S, Tukwila, WA August 29, 2017 Geotechnical Engineering Report P1063 -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). n Onsite Soils: We offer the following evaluation of these onsite soils in relation to potential use as structural fill: J • fl LJ 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. Existing Fill Soils: Underlying a surface mantle of sod and topsoil, we encountered approximately 41/2 feet of fill material covering the site. Being comprised of fine sand with silt, some gravel and brick/asphalt debris, this material would make an excellent source of site produced structural fill. This material should be considered moderately moisture sensitive, and can be reused under most weather conditions. Alluvial Silty Sand: Underlying the silt stratum discussed in the above section, we encountered fine silty sand, which was continuous to the termination depth of our subsurface exploration; 10 feet below existing grade. This material type contains a relative fines content (percent silt/clay) in excess of 20 percent, and is moderately to severely moisture sensitive. This material type will be difficult to reuse in wet weather conditions, particularly given the fact that it was encountered in a saturated in-situ condition. 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 21/2H: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. 4_2 Spread Footings In our opinion, conventional spread footings will provide adequate support for the proposed residence if the subgrade is properly prepared. In our opinion, existing medium dense or denser fill soils will provide adequate support for foundation elements, and we do not anticipate the need for localized over -excavations. We offer the following comments and recommendations for spread footing design. Migizi Group, Inc. Page 7 of 11 fl n Cary Lang Construction -11866 42"a Ave S, Tukwila, WA Geotechnical Engineering Report August 29, 2017 P1063 -T17 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 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, native or fill soils which have been stripped of surficial organic soils and vigorously surface compacted, or on properly compacted structural fill bearing pads which extend down to soils described above. We anticipate that adequate bearing subgrades will be encountered within 2 feet of existing grade, within the existing fill 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 should extend 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 �l existing fill soils can be designed for a maximum allowable soil bearing pressure of 1,500 psf. A one-third increase in allowable soil bearing capacity may be used for short-term loads created by seismic or wind related activities. 7 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. L,J n n .-y 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). Migizi Group, Inc. Page 8 of 11 Cary Lang Construction -11866 42' Ave S, Tukwila, WA Geotechnical Engineering Report August 29, 2017 P1063 -T17 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 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 residence 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 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. Migizi Group, Inc. Page 9 of 11 rl a 0 0 0 0 0 0 a 0 0 Cary Lang Construction —11866 42nd Ave S, Tukwila, WA Geotechnical Engineering Report August 29, 2017 P1063 -T17 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 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 10 of 11 n Cary Lang Construction —11866 42^d Ave S, Tukwila, WA Geotechnical Engineering Report August 29, 2017 P1063 -T17 6.0 CLOSURE The conclusions and recommendations presented in this report are based, in part, on the exploration 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 n 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. 1 n n n ,J 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. Zach L. Logan Staff Geologist I Migizi Group, Inc. Page 11 of 11 L James E. Brigham, P.E. Principal Engineer z •0 0 0 0 m ° z 0 0 0 122°20.000' W 122°19.000' W a„� *Mak . ii,. r7,,. ,�Mir 42 °170' W 122°16.000' W 1i TOPO! map prOrted on 08/25/17 from `Uatitled.tpo" 122°18.000' W 122 122°15.000' W (IMITA llit'%\\ 4111!Mliiiiiiir INIII k L iOtliti , "01,1,4 A i 16k ” 4 ,. 111' r, ori � � � �� ��� � +° Yt 1`{SfI ,, . wit ��i1��'.t��0��i:t�idNlilittt7a��F�ias�aur��' ...,AvIcIrroirmis ANIL hogri ill of mon, 1114 r 111 Pig halliYMPRICE WGS84122°14,000' W • 17��ti l 42Vi"""24.11i ais, .iii�� i�i►i�Yea ��'�����6 I►�4► esf„\ 14 ME kit leA, ik gr'iLat 122°20.000' W el i22°19.000' w .122°18.090'W 122°17;000' W - ' 122026.000' W !_ !Hu oImol1 o . . l'a 11114196 1 `fiat T ?itlfk1 1fia EittoTr po} Location 11866 42"d Ave S Tukwila, WA P/N 3347400280 122°15.000' W Job Number P1063 -T17 WGS84 122°14.000' W Figure 1 z 0 0 0 ° N z -01 0 0 N 0 1 P.O. Box 44840 Tacoma, WA 98448 Title Topographic and Location Map Date 08/25/17 d rff M 0 0 0 0 0 3 r-; N W - E TEST PIT L❑CATI❑N TP -1 -.111111P- NOTE: BOUNDARY AND TOPOGRAPHY ARE BASED ON MAPPING PROVIDED TO MIGIZI OBSERVATIONS MADE IN THE 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: 11866 42nd Ave S Tukwila, Washington SHEET TITLE: Site and Exploration Plan DESIGNER: JRB DRAWN BY: JRB CHECKED BY: JEB JOB NO. P1063 -T17 SCALE: NTS FIGURE: 2 DATE: August 25, 2017 FILE: Fig2.dwg APPENDIX A SOIL CLASSIFICATION CHART AND KEY TO TEST DATA LOG OF TEST PIT 9 0 0 9 0 c 0 0 0 0 a 9 a c 0 0 0 0 MAJOR DIVISIONS TYPICAL NAMES COARSE GRAINED SOILS More than Half > #200 sieve GRAVELS CLEAN GRAVELS WITH LITTLE OR GW '••' j i .1 WELL GRADED GRAVELS, GRAVEL -SAND MIXTURES MORE THAN HALF NO FINES GP.6"t::54.<POORLY )..;*.t3: GRADED GRAVELS, GRAVEL -SAND MIXTURES COARSE FRACTION IS LARGER THAN NO. SIEVE GRAVELS WITH GM ° o' $'� ;, SILTY GRAVELS, POORLY GRADED GRAVEL -SAND -SILT MIXTURES OVER 15% FINES' �I���! J— f CLAYEY GRAVELS, POORLY GRADED GRAVEL-SAND-CLAYGC MIXTURES SANDS CLEAN SANDS LITTLE SW '.'::: WELL GRADED SANDS, GRAVELLY SANDS MORE THAN HALF WITH 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 I, 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 MH INORGANIC SILTS, MICACEOUS OR DIATOMACIOUS FINE SANDY OR SILTY SOILS, ELASTIC SILTS SILTS AND CLAYS LIQUID LIMIT GREATER THAN 50%/x/ CH / INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS OH ' ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS HIGHLY ORGANIC SOILS Pt ,, .„,, PEAT AND OTHER HIGHLY ORGANIC SOILS Modified Califomia RV R -Value ►1 Split Spoon SA Sieve Analysis Pushed Shelby Tube SW Swell Test 11 Auger Cuttings TC Cyclic Triaxial ii: 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 .V 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 Figure A-1 Ilk MIGIZI (hili) GROUP 0 0 a 0 0 9 9 0 0 0 L 0 0 0 0 a 0 0 0 Migizi Group, Inc. TEST PIT NUMBER TP -1 PO Box 44840 PAGE 1 OF 1 Tacoma, WA 98448 Figure A-2 Telephone: 253-537-9400 Fax: 253-537-9401 CLIENT Cary Lang Construction PROJECT NAME 11866 42nd Ave S Geotech Report PROJECT NUMBER P1063 -T17 PROJECT LOCATION Tukwila, Washington DATE STARTED 8/14/17 COMPLETED 8/14/17 GROUND ELEVATION TEST PIT SIZE EXCAVATION CONTRACTOR Owner -Operator GROUND WATER LEVELS: EXCAVATION METHOD Rubber Tired Backhoe AT TIME OF EXCAVATION — LOGGED BY ZLL CHECKED BY JEB AT END OF EXCAVATION — NOTES AFTER EXCAVATION --- o DEPTH o (ft) SAMPLE TYPE NUMBER v o ui GRAPHIC LOG MATERIAL DESCRIPTION - _ _ 2.5 GB S-1 GB S-2 {'' ' Sod and topsoil 0.4 SP- SM •x�• �♦�♦�♦� i%% • 000 ♦.♦ • • 000 d*Z*. ������ • 000 O.'i' •. • ♦�• (SP -SM) Gray fine sand with silt and asphalt debris (medium dense, damp) (Fill) 1.5 SP- SM (SP -SM) Gray/brown fine sand with silt, some gravel, brick, and asphalt debris (medium dense, moist) (Fill) 4.5 _ _ _ - 5.0 SM (SM) Dark brown fine silty sand with some organics (loose, moist) (Alluvial Deposits) 6.5 - 7.5 SM (SM) Gray/brown fine silty sand (loose, moist) (Alluvial Deposits) 10.0 10.0 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 10.0 feet. APPENDIX B LABORATORY TESTING RESULTS D d 0 0 0 a 0 0 0 0 D 0 D 0 p 0 a Particle Size Analysis Summary Data Job Name: 11866 42nd Ave S Geotech Job Number: P1063 -T17 Tested By: ZLL Date: 8/14/17 Boring #: TP -1 Sample #: S-2 Depth: 6 feet Moisture Content (%) 1 14.1% Sieve Size Percent Passing (%) 3.0 in. (75.0) 100.0 1.5 in. (37.5) 100.0 3/4 in. (19.0) 100.0 3/8 in. (9.5 -mm) 100.0 No. 4 (4.75 -mm) 100.0 No. 10 (2.00 -mm) 100.0 No. 20 (.850 -mm) 100.0 No. 40 (.425 -mm) 96.6 No. 60 (.250 -mm) 81.7 No. 100 (.150 -mm) 39.7 No. 200 (.075 -mm) 24.2 LL PI D10 D30 0.10 D60 0.19 Cc Cu ASTM Classification Group Name Grayish -brown silty sand Symbol (SM) (loose, moist) Size Fraction Percent By Weight Coarse Gravel Fine Gravel Coarse Sand Medium Sand 3.4 Fine Sand 72.4 Fines 24.2 Total 100.0 Figure B-1 Soil Classification Data Sheet 1 L (" 1 C] C =1 =1 = C D =IC l Li C=3 F-1 100 3" 1.5" I 3/4" I U.S. 3/8" 1 1 Standard Sample 4 10 1 Distribution Sieve Sizes 20 • 40 60 I 100 I 200 I ---Sample Distribution 90 80 70 c 60 (n 10 a 50 c 0 12 40 d 0. 30 20 10 0 1000 100 10 1 0 1 0.01 0.001 Particle Size (mm) ... MIGIZI ilillll GROUP Sample Distribution Job Name: 11866 42nd Ave S Geotech Sample #: S-2 Job Number: P1063 -T17 Date: 8/14/17 Figure: B-2 Tested By: ZLL Depth: 6 feet Exploration #: TP -1 °PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0238 PROJECT NAME: ALLENTOWN LOT 1, SITE ADDRESS: 11866 42ND AVE S X Original Plan Submittal Response to Correction Letter # DATE: 09/07/17 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division I LJl Public Works Am 'Iv frfaid ci-t 1-1-1 Fire Prevention Planning Division Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 09/07/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/05/17 Approved Approved with Conditions Corrections Required ❑ Denied ❑ (ie: Zoning Issues) (corrections entered in Reviews) Notation: J LL* -(4/ `: tr + REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW 0 Staff Initials: 12/18/2013 CARY LANG CONSTRUCTION INC 0 Home Espanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries Search L&I Page 1 of 2 A -Z Index Help My L&I 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 License specialties GENERAL License no. CARYLCI1010F Effective — expiration, 09/06/1990— 09/26/2018 Bond DEVELOPERS SURETY & INDEM CO Bond account no. 796451C Active. Meets current requirements. $12,000.00 Received by L&I Effective date 09/10/2008 08/09/2008 Expiration date Until Canceled Insurance Developers Surety &;Indem Co $1,000,000.00 Policy no. BIS00028853 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. https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601231391 &LIC=CARYLCI 101 OF&SA W= Help us improve 9/29/2017 CARY LANG CONSTRUCTION INC License Violations No license violations during the previous 6 jar period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is closed. 582,910-00 Doing business as CARY LANG CONSTRUCTION INC Estimated workers reported NIA L&I account contact 72 I MATT PEDERSEN (360)902-5476 - Email: PEDM235@lni.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 r© Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601231391&LIC=CARYLCI 101 OF&SAW= 9/29/2017 T 0 J Layout Name: 11866 42nd Ave S (LANG Construction)\CADD\Drawings\R17850—BP—C1.dwg Han Phan E 6i N 0 (1) 0 1N31/13AVd 30 3003 w (1) CONCRETE DRIVEW INSTALL CONS /RUCTION ENTRANCE i PER DETAIL TH SHEET j • • • • • 11 N 89°59'58" E 276.11' - - - SET HUB & TACK ON PROPERTY LINE SET L ON PRd TEMPORARY STOCKPILE COVER WITH PLASTIC PER DETAIL THIS SHEET 5`99'------' • • • CLEARING LIMIT 6,085 SF - 0.14 ACRE) U) w 1 10 • • • • • • • , , 1• ' Oo 1 w J w 0 0 0 S i FOUND REBAR & CAP (HELD) ///////////////////////////) /////////////////////////////////////// rr i / EXISTING HOUSE INSTALL SILT FENCE PER DETAIL THIS SHEET SET HUB & TACK ON PROPERTY LINE N 90°00'00" E 273.38' SET HUB & TACK ON PROPERTY LINE CONTRACTOR TO PROTECT MUD FROM BEING TRACKED ONTO THE PUBLIC ROAD 4111111111111111111111111111111111 EDGE OF EXISTING PAVEMENT NG� 100' MIN. INSTALL DRIVEWAY CULVERT -25' MIN. IF THERE IS A ROADSIDE DITCH PER KING COUNTY ROAD STANDARDS GEOTEXTILE UNDERLINE 4" TO 8" QUARRY SPALLS 15' MIN. PROVIDE FULL WIDE OF INGRESS/EGRESS AREA 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. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE ROAD. CONSTRUCTION ENTRANCE DETAIL PER 2016 KCSWDM FIGURE C.3.1.A SCALE: NONE 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. 111111111 U U 6' MAX. POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 2" X 4" WOOD POSTS. STEEL FENCE POSTS, REBAR, OR EQUIVALENT 1 I FILTER FABRIC BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" - 1.5" WASHED GRAVEL UNDISTURBED GROUND NOTES: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. SILT FENCE DETAIL PER 2016 KCSWDM FIGURE C.3.6.A SCALE: NONE SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED TOE IN SHEETING IN MINIMUM 4"X4" TRENCH PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED PLASTIC COVERING DETAIL PER 2016 KCSWDM FIGURE C.3.4.A SCALE: NONE 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. • 3 & TACK ERTY LINE FILE COPY Permit No, Dil'Ing • • glan review approval is subject to emirs and omissions. ;Approval of construction documents d°' s not authorize /the violation of any adopted code or ordinance. Receipt of approved Field Co and conditioner is acknowledged: 0 , 1 / morn oT , / , City of Tukwila BUILDING (DIVISION I I , /I I 0 0 • • • • , •• • 1 •• • • • • • -J 0 cs Ln • • • • • wenn FFnI(`F' II REFERENCE SHEET NO. C1 SHEET 1 OF 2 SHEETS z 0 0 Z 0 U z J DC U 00 rn J TESC PLAN AND DETAILS n 'CSb �,�428I �� S' ONAL G ,EXPIRES: k'41II N L0 rn N N 0 N 1 H ISSUE DATE 0 N 0 (31 rREVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees SEPARATE PERMIT REQUIRED FOR: eechanical lectrical ❑ Plumbing ❑ Gas Piping City of Tukwila BUILDING DIVISION HORIZONTAL GRAPHIC SCALE 10 5 0 5 10 1 inch = 10 ft. LEGEND Know what's below. Call before you dig. PROPERTY LINE RIGHT OF WAY LINE RIGHT OF WAY CENTERLINE ADJACENT P'.SPERTY LINE DESIGNED BY: m H. H. PHAN CHECKED BY: H. H. PHAN PROJ. MNGR: REVIEVVID FOR CODE COMPLIAN� APDROVED E City of Tu wila UILDIfti G DIVISIO RECEIVE( TY OF—UKWILA SEP 52t017 ERMIT CENTER >- m w F— I d z Layout Name: Layout1 Han Phan 2017 — 9:10pm 0 a 0 CONSTRUCTION NOTES: O CONSTRUCT ROOF INFILTRATION TRENCH (3'W x 32'L x 2'D) LIMITED INFILTRATION PER DETAIL 1 THIS SHEET 1�2 INSTALL 10 LF 6" PVC SD @ 2.00%. 03 INSTALL CB -TYPE 40 OR AREA DRAIN RIM=500.00 IE (S, W)=498.00 IE (E)=497.90 ® INSTALL 12 LF 4" PVC ROOF DRAIN COLLECTOR @ 1.00% MIN. 05 INSTALL 9 LF 4" PVC FOOTING DRAIN COLLECTOR @ 1.00% MIN. INSTALL 41 LF 1" WATER SERVICE LINE. U7 INSTALL 35 LF 4" PVC SIDE SEWER LATERAL @ 2.00% MIN. ® CONSTRUCT (2'W x 20'L x 2'D) GRAVEL STRIP ALONG DRIVEWAY PER DETAIL 2 0 CONSTRUCT 18' WIDE CONCRETE DRIVEWAY. SEE LEGEND 10 CONSTRUCT 18' WIDE CONCRETE DRIVEWAY APPROACH 11 NEAT LINE SAWCUT, PAVEMENT PATCHING & MATCH EXISTING PER STD DS -143T 12 UTILITY TRENCH (POWER & COMMUNICATION) CoINSTALL 26 LF 6" PVC SIDE SEWER STUB @ 2.00% PARCEL NUMBER 3347400280 GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 2. KEEP INFILTRATION TRENCH 5' MIN. FROM PROPERTY & 15' MIN. FROM HOUSE FOUNDATION. SSMH RIM=500.45 - 1 =488.65 (8") 1N3W3AVd 30 3003 B ENCH MARK EL VATIO150 145 (A SUMED AT M) I 66 ROM N\V P• SPER CORNER CB RI =499.90 E=INACCESSIBLE w 0 1 LEGEND PROPERTY LINE B.S.B.L RIGHT OF WAY LINE RIGHT OF WAY CENTERLINE ADJACENT PROPERTY LINE ROOF OVERHANG LINE Know what's below. Call before you dig. HORIZONTAL GRAPHIC SCALE 10 5 0 5 10 1 inch = 10 ft. 0 2' GRAVEL STRIP PROPERTY CORNER 4" CONCRETE PAVEMENT 3" CLASS B ASPHALT OVER 6" CSBC PROPOSED RESIDENCE PROPOSED INFILTRATION TRENCH CONCRETE DRIVEWAY WASHED ROCK 3/4" - 1 Y" GRAVEL STRIP DETAIL SCALE: NONE EARTHWORK VOLUME ESTIMATES: LOCATION CUT (CY) FILL (CY) SITE & FOUNDATION 110 20 IMPERVIOUS SURFACE COVERAGE HOUSE & COVERED PORCH AND PATIO 2,155 SQ. FT. (INCLUDING OVERHANG) WALKWAY / LANDING 14 SQ. FT. DRIVEWAY 508 SQ. FT. TOTAL 2,677 SQ. FT. 2,677 / 10,989=0.2436 X 100% = 24.36% IMPERV. SURF. COVERAGE MAXIMUM BUILDING COVERAGE FOUNDATION 4" PVC DOWNSPOUT DRAIN LINE FINISH GRADE BACKFILL PROVIDE 12" MIN COVERAGE .OF DRAIN WITH CLEAN 1 1/2" - 3/4" V1iASHED ROCK I=1LTER FABRIC (MIRAFI 100X OR EQUIVALENT) 4" PERFORATED PVC FOOTING DRAIN LINE NOTES: DRAIN LINES TO BE SEPERATE AND TIGHT. PROVIDE CLEAN OUTS, ELBOWS AND OTHER FITTINGS AS NEEDED. DRAINAGE DETAIL SECTION A -A SCALE: NONE M 32' 10' MIN 5' MIN 6" RIGID PERFORATED PIPE @ 0.0% ♦1 INFILTRATION TRENCH Avs'•" Yvv zt t,tegv,v,,,�.1stv,,4 11,,,r,.. Yet,tri rHmet si Ymei�l%�N, Aktei,10,�� r� i"A.SY� • PLAN VIEW NTS WASHED ROCK 3/4" - 1 1/2" 6" RIGID PERFORATED PIPE @ 0.0% �—EXISTING GROUND ROOF DRAIN CATCH BASIN OR AREA DRAIN WITH SOLID LID ROOF DRAIN ROOF DOWN SPOUT WITH OVERFLOW WYE AND SPLASH BLOCK �,k•7. v��j43itt`! � "Wlj l'.sHs'Y�sr, 1 "AM' - •a ry!�'yrs4,•p& 1ki°i�kiC:i���%Z�j,6. U:44,4i•o 4 r`o,!2v,tytbt��:Ayky +6!hk•�+, �•. ' s. EX. POWER POLE FLUSH WITH EX. DRIVEWAY APPROACH FOR MORE SOIL INFORMATION, SEE AUGUST 29TH, 2017 GEOTECHNICAL ENGINEERING REPORT MIGIZI GROUP, INC. P.O. BOX 44840 TACOMA, WA 98448 PHONE: 253-537-9400 EXISTING HOUSE FG=500.00 FOOTING DRAIN (SLOPE TO DRAIN) (SLOPE TO DRAIN) CONCRETE DRIVEWAY FG=499.90 ROOF OVERHANG 4• .V 4 4 co Q� U) FOUND REBAR & CAP (HELD) FG=499.80 L ° R GARAGE=500.50 CO .'D PORCH, ° F • • • -1 '. -PROPOSED SINGLE FAMILY RESIDENCE FFE=501.50 I-1 dovo °PATIO q•• 6 4 DS FG=500.00 — //////////////////////) ///////////////, DOWNSPOUT EXISTING (TYP) HOUSE SJ 5% — FG=500.00 5' BSBL SET HUB & TACK ON PROPERTY LINE ///////////////////// 5' BSBL 1 N 89°59'58" E 276.111-- - ' ' - - - N 90°00'00" E 273.38' SET HUB & TACK ON PROPERTY LINE FINE MESH SCREEN ELEVATION VIEW BACKFILL NTS EXISTING GROUND 1;:2‘.%./),‘>>/;•>;./.,‘>`,,,,O, viIj�JYN z 2 tor z 4" SOLID PIPE WRAP WASHED ROCK ENTIRELY WITH FILTER FABRIC (TYP) 6" RIGID PERFORATED PVC PIPE LAID LEVEL (TYP) 3' WASHED ROCK 3/4" -1 1/2" (TYP) ROOF INFILTRATION TRENCH DETAIL SECTION B -B SCALE: NONE SET HUB & TACK ON PROPERTY LINE I I i / / , / , 0 0 • • • CO • • , I • • 6' WOOD FENCE REFERENCE SHEET NO. C2 SHEET 2 OF 2 SHEETS z 0 i— co M N1 CO Z o < o N QO°O J r" U z Cl1 < a J W > D Up WQ 48: c to 3 c LL a N 'd - '.o I N N ko 0 N 1-- w c L() FG=494.50o h H. H. PHAN CODE A z SE 0 1- 172 Cit} eiILD 0 z 0 `_ ' > CIT w FG=497.50 PE • CE RECEIVED Y OF TUKW SEP 0 5 201 RMIT CENT 7 N IL. ER >- m Li) O HOUSE & COVERED PORCH AND PATIO 2,155 SQ. FT. (INCLUDING OVERHANG) TOTAL 2,155 SQ. FT. 2,155 / 10,989=0.1961 X 100% =19.61% MAX. BUILDING COVERAGE FOUNDATION 4" PVC DOWNSPOUT DRAIN LINE FINISH GRADE BACKFILL PROVIDE 12" MIN COVERAGE .OF DRAIN WITH CLEAN 1 1/2" - 3/4" V1iASHED ROCK I=1LTER FABRIC (MIRAFI 100X OR EQUIVALENT) 4" PERFORATED PVC FOOTING DRAIN LINE NOTES: DRAIN LINES TO BE SEPERATE AND TIGHT. PROVIDE CLEAN OUTS, ELBOWS AND OTHER FITTINGS AS NEEDED. DRAINAGE DETAIL SECTION A -A SCALE: NONE M 32' 10' MIN 5' MIN 6" RIGID PERFORATED PIPE @ 0.0% ♦1 INFILTRATION TRENCH Avs'•" Yvv zt t,tegv,v,,,�.1stv,,4 11,,,r,.. Yet,tri rHmet si Ymei�l%�N, Aktei,10,�� r� i"A.SY� • PLAN VIEW NTS WASHED ROCK 3/4" - 1 1/2" 6" RIGID PERFORATED PIPE @ 0.0% �—EXISTING GROUND ROOF DRAIN CATCH BASIN OR AREA DRAIN WITH SOLID LID ROOF DRAIN ROOF DOWN SPOUT WITH OVERFLOW WYE AND SPLASH BLOCK �,k•7. v��j43itt`! � "Wlj l'.sHs'Y�sr, 1 "AM' - •a ry!�'yrs4,•p& 1ki°i�kiC:i���%Z�j,6. U:44,4i•o 4 r`o,!2v,tytbt��:Ayky +6!hk•�+, �•. ' s. EX. POWER POLE FLUSH WITH EX. DRIVEWAY APPROACH FOR MORE SOIL INFORMATION, SEE AUGUST 29TH, 2017 GEOTECHNICAL ENGINEERING REPORT MIGIZI GROUP, INC. P.O. BOX 44840 TACOMA, WA 98448 PHONE: 253-537-9400 EXISTING HOUSE FG=500.00 FOOTING DRAIN (SLOPE TO DRAIN) (SLOPE TO DRAIN) CONCRETE DRIVEWAY FG=499.90 ROOF OVERHANG 4• .V 4 4 co Q� U) FOUND REBAR & CAP (HELD) FG=499.80 L ° R GARAGE=500.50 CO .'D PORCH, ° F • • • -1 '. -PROPOSED SINGLE FAMILY RESIDENCE FFE=501.50 I-1 dovo °PATIO q•• 6 4 DS FG=500.00 — //////////////////////) ///////////////, DOWNSPOUT EXISTING (TYP) HOUSE SJ 5% — FG=500.00 5' BSBL SET HUB & TACK ON PROPERTY LINE ///////////////////// 5' BSBL 1 N 89°59'58" E 276.111-- - ' ' - - - N 90°00'00" E 273.38' SET HUB & TACK ON PROPERTY LINE FINE MESH SCREEN ELEVATION VIEW BACKFILL NTS EXISTING GROUND 1;:2‘.%./),‘>>/;•>;./.,‘>`,,,,O, viIj�JYN z 2 tor z 4" SOLID PIPE WRAP WASHED ROCK ENTIRELY WITH FILTER FABRIC (TYP) 6" RIGID PERFORATED PVC PIPE LAID LEVEL (TYP) 3' WASHED ROCK 3/4" -1 1/2" (TYP) ROOF INFILTRATION TRENCH DETAIL SECTION B -B SCALE: NONE SET HUB & TACK ON PROPERTY LINE I I i / / , / , 0 0 • • • CO • • , I • • 6' WOOD FENCE REFERENCE SHEET NO. C2 SHEET 2 OF 2 SHEETS z 0 i— co M N1 CO Z o < o N QO°O J r" U z Cl1 < a J W > D Up WQ 48: c to 3 c LL a N 'd - '.o I N N ko 0 N 1-- w c L() FG=494.50o h H. H. PHAN CODE A z SE 0 1- 172 Cit} eiILD 0 z 0 `_ ' > CIT w FG=497.50 PE • CE RECEIVED Y OF TUKW SEP 0 5 201 RMIT CENT 7 N IL. ER >- m Li) O J S DUILDING CODE: 2015 INTERNATIONAL BLDG. CODE (IBC), AND BY REFERENCE UJI4ERE APPLICABLE THE 2015 INTERNATIONAL RESIDENTIAL CODE (iRC) 46 AMENDED 8Y LOCAL JURISDICTION. ROOF LIVE LO,4D • 25 PSF (SNOW) ROOF DEAD LOAD • 15 PSF FLOOR LIVE LOAD • 40 PSF FLOOR DEAD LOAD • 15 PSF WiND LOAD • 110 MPH WIND SPEED, EXPOSURE 'B', RISK CAT. II TYPE: V OCCUPANCY GROUP= R-3 DESIGN CRITERIA: TABLE 83012(1) GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORY'LEATHERING SUBJECT TO DAMAGE FROM WINTER DESIGN • TEMP. ICE SHIELD UNDER- LAYMENT REQUIRED FLOOD HAZARDS AIR FREEZING INDEX MEAN AN4UAL TEMP 81'EED (MPH) TOPOGRAPHIC EFFECTS SPECIAL tUAND REGION WEND-130RNE DEBRIS ZONE 1 1ia08T LME DEPTH TERMITE 25 110 16 8 I6 DI/D2 MOD 18 MOD T 1 12 PER RIISDICTION 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 PSP, EXTERIOR FOOTINGS SHALL BEAR 15' (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACKFILL TO BE THOROUGHLY COMPACTED. J'11NIMIM COTIFRESSIVE STREWN OF CONCRETE FER TABLE R4022 TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION MINIMUM COMPRESSIVE S'T'RENGTH (fb) AT 28 DAYS MODERATE WEATHERING POTENTIAL BASEMENT WALLS, FOUNDATIONS 4 OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 Rel BABEI'1ENT SLABS 4 INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLABS. 2800 Rei BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS 4 OTHER VERTICAL CONCRETE WORK EXPOSED TO THE LLEAT14ER 3,000 pet (5% to 1% atr antrairled PORCHES, CARPORT SLABS 4 STEPS EXPOSED3.000 TO THE UEATHER 4 GARAGE FLOOR SLAB. Rei (5% to 1% air ertratrled) CONCRETE 'BATCH TICKET' SHALL 8E AVAILABLE ON SITE FOR REVIEW BY BUIL1 OFFICIAL REINFORCING STEEL TO COMPLY WITH ASTM .4615 GRADE 40. UN.O. (SEE STRUCTURAL) ATI SOLT HEADS AND NUTS BEARING AGAINST WOOD TO 8E IVIDED WITH 1/4'x3'x3' PLATE WASHERS. WOOD SEARING ON OR INSTALLED WITHIN 1' OF MASONRY OR CONCRETE TO BE PRESSURE TREATED WITI4 AN APPROVED PRESERVATIVE. FOUNDATION SILL. BOLTS TO BE 5/8' DIAMETER AT 5'-0' 0.C. UN.O. WITH MIN. 1' EMBEDMENT METAL FRAMING CONNECTORS TO SE MANUFACTURED BY SIMPSON STRONG -TIE OR USP STRUCTURAL CONNECTORS. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. FIELD CUT ENDS, NOTCHES, ANP DRILLED HOLES OF PRESSURE TREATED LUMBER SHALL 8E RETREATED IN THE FIELD IN ACCORDANCE WITH AWA 114. (END CUT SOLUTION BY WOLMANIZED WOOD) PER IRC 8311.1.1, FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER. 6' MIN. CLEARANCE BETWEEN WOOD AND GRADE. 12' 11114. CLEARANCE BE11LEEN FLOOR BEAMS AND GRADE. 15' MN. CLEARANCE BETWEEN FLOOR JOIST AND GRADE. pAMPPROOFING EXCEPT WI4ERE REQUIRED SY SEC. R4062 TO 8E 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 NCI4ES BELOW THE TOP OF THE BASEMENT FLOOR, TO T148 FINISHED GRAPE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8 NCH PORTLAND CEMENT PARGNG APPLIED TO THE EXTERIOR OF THE WALL. THE PARGNG SHALL BE DAMPPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. BITUMINOUS COATNG. 2.3 POUNDS PER SQ. YD. OF ACRYLIC MODIFIED CEMENT. 3. 14' COAT OF SURFACE -BONDING CEMENT COMPLYING WITH ASTM C 881. 4. ANY MATERIAL PERMITTED FOR WATERPROOFING IN SEC. R4062. 5. 0114ER APPROVED METHODS OR MATERIALS. EXCEPTION: PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY. CONCRETE WALLS SHALL BE DAMPPROOFEP 8Y APPLYING ANY ONE OF THE LISTER DAM :PROOFING MATERIALS OR ANY ONE OF TI4E WATERPROOFING MATERIALS LISTED IN SECTION R4062 TO THE EXTERIOR OF THE WALL. WATERPROOFING R4062 - IN AREAS WHERE A 441G44 WATER TABLE OR OTHER SEVERE SOIL -WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM THE HIGHER OF (a) THE TOP OF THE FOOTING, OR (b) 6 INCHES BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FNISHED GRADE. WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. 2 -PLY HOT -MOPPED FELTS. 2.55 POUND ROLL ROOFING.. 3.6-111 POLYVINYL CHLORIDE. 4.6 -MIL POLYETHYLENE 5.40-1111 POLYMER -MODIFIED ASPHALT. 6. 60 -MIL FLEXIBLE POLYMER CEMENT. 1. lie' CEMENT -BASED, FIBER -REINFORCED, WATERPROOF COATING. 8.60-111 SOLVENT -1E, LiQUID-APPLIED SYNTI-4ETIC RUBBER EXCEPTION: ORGANIC -SOLVENT -BASED PRODUCTS SUCH ,4S HYDROCARBONS, CHLORINATED HYDROCARBONS, KETONES AND ESTERS SHALL NOT 8E USED FOR ICF WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL. USE OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND PARGINGS TO SEAL iCP WALLS IS PERMITTED. COLD -SETTING ASPHALT OR 140T ASPHALT SHALL CONFORM t0 TYPE C OF ASTM D 449. 14OT ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200'F. ALL JOINTS 114 MEMBRANE WATERPROOFING SHALL 8E LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. VENTILATION R408.1 - THE UNDER -FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED 8Y THE BASEMENT) SHALL HAVE VENTILATION OPENING THROUGH FOUNDATION WALLS OR EXTERIOR WALLS. A GROUND COVER OF SIX 1111 (0006 IN THiCK BLACK POLYETHYLENE OR APPROVED EQUAL SHALL 8E LAID OVER THE GROUND WITHN CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED SIX INCHES MINIMUM AT 71.4E JOINTS AND SHALL EXTEND TO 1148 FOUNDATION WALL. EXCEPTION: THE GROUND COVER MAY BE OMITTED IN CRAWL SPACES IF THE CRAWL SPACE HAS A CONCRETE SLAB FLOOR WITH A MINIMUM THICKNESS OF TUJO NCHES. ST %► `_4 FINE EL 411, IP pRAPTSTOPPM R30212 iN COMBUSTIBLE CONSTRUCTION WHERE THERE 15 USABLE SPACE 8011-1 ABOVE 4 BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFT -STOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED 8Y A FLOOR MEMBRANE ABOVE 4 A CEILING MEMBRANE BELOW, DRAFrStOPPING SHALL BE PROVIDED 114 FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED UNDER 1148 FLOOR FRAMING. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. DRAFTStOPPNNG SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION 8302.12.1. FIREBLOCKING R302.11 IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING 514ALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED N WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1. 114 CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF snips OR STAGGERED STUDS AS FOLLOWS: 1.1. VERTICALLY AT 114E CEILING AND FLOOR LEVELS. 12. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10ft 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS. 3. N CONCEALED SPACES BETWEEN STAIR STRINGERS At THE TOP AND BOTTOM OF 1148 RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRC SECTION R302.1 (11' GWS) 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL t0 RESIST 1148 FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING 11416 ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. 5. FOR 114E PIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE IRC SECTION R1003.1'1 6. PIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED At THE LINE OF DWELLING UNIT SEPARATION. FIREBLOCKiNG SHALL CONSIST OF MATERIALS LiSTED IN iRC SECTION 8302.11.1 LOOSE -FILL INSULATION MATERIAL SHALL NOT 8E USED ASA PIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED. THE INTEGRITY OF ALL FIREBLOCKS SHALL 8E MAINTAINED. GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE R602.3(1) GYPSUM WALL BOARD AT INTERIOR WALLS 10 88 FASTENED ACCORDING TO TABLE R10235 MINIMUM Ti-IICKNESS AND APPLICATION OF GYPSUM BOARD TABLE 810233 THICIGE66 OF annum BOARD OR GYPSUM PANEL PRODUCTS (INC(NOES APPLICATION ORIENTATION OF GYPSUM BOARD OR GYPSUM PANEL PRODUCTS MAXIh1M SPACING OF FRAMING ora MAXIMUM SPACING CF FASTENERS (INCHES) SIZE OF NAILS FOR APPLICATION TO WOOD PRATING W 1I adhesive 2X4 2X6 OR LARGER 3/8' CEILING PERPENDICULAR 16 1 12 13 GAGE, 1-1/4' LONG, 15/64' HEAP, 0798' DIA. 1-V4' LC4 , A*4LAR- RCOOLERINGED, OR 4d -ER NAIL, 01480' DIA. 1-5/8' LONG,1/32' HEAD. WALL EiTHER DIRECTION 16 8 I6 In'CEILING CEILING EITHER DIRECTION 16 1 12 13 GAGE, 1-3/8' LO43,19/64' HEAD, 0.098' DIA, I-1/4' LONG,,4N411LAR- RNGED, OR 5d COOLER NAIL, 0086' PIA. 1-8/5' LONG, 1S/64' FEAR, PERPENDICULAR 24 1 12 OR GYPeui BOARD NAIL, o1D9%' DIA, 1-1/8' LONG, 6132' 14EAD. WALL EITHER DIRECTION 24 8 12 WALL EITHER DIRECTION 16 8 16 5/8' CEILING EITHER DIRECTION 16 1 12 13 GAGE, I -8/S' LONG, 15/64' HEAD, DOW DIA, I-3/8' LONG, AREFNNI-AR- RM GED, OR 6d COOLER MAIL, 0052 PIA„ 1-1/8'LONG, 1/4' AD; OR GYPSUM BOARD NAiL, 0898' P1A.1-1/8' Lai 19/64' HEAD. CEILING PERPENDICULAR 24 1 12 TYPE X AT GARAGE CLG BENEATH HABITABLE ROOMS PERPENDICULAR 24 6 6 1-18' LONG 6d COATED NAiLS OR EQUIVALENT DRYWALL SCREWS. SCREWS 8HAU. CO" pLY RUTH eECPION R1023A1 WALL EITHER DIRECTION 24 8GAGE, _ 0058' PIA, ' 3/8' COOLER 15/64' WALL EITHER DIRECTION 16 8 16 DIA,1-' LONG, V4' LEAD, OR NAI GYPSUM BOARD NAIL, 0185116' DIA. 1--V8' LONG, 1S/64' HEAD. APPLICATION WITH ADHESIVE 3!8' CEILING PERPENDICULAR 16 I6 1 Ib PAN ABOVE FOR 3/8' Gypsum BOARD AND GYPSUMEL WALL EITHER DIRECTION 16 Ib 24 1/2' OR 3/8' CEILING EITHER DIRECTION 16 ib 16 SAME AS ABOVE FOR I/2' AND 8/8' GYP8U1 BOARD AND GYPeut PANEL PRODUCT'S, RESPECTIVELY. CEILMG PERPENDICULAR 24 12 16 WALL EITHER DIRECTION 24 16 24 TWO 3/8 LAYERS CEILING PERPENDICULAR 16 16 16 BASE PLY HAILED A6 ABOVE FOR t GYPSUM BOARD AND GYP81M PAIL PACE PLY INSTALLED Wrn4 ADH86IVE. WALL EITHER DIRECTION 24 24 24 pASTENERS ALL NAILS SPECIFIED ON THIS PLAN SHALL 8E COMMON OR GALVANIZED 80X (UNLESS NOTED OTHERWISE) OP THE DIAMETER AND LENGTH LISTED BELOW OR AS PER APPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) Sd COMMON (0.131' PIA., 2-1/2' LENGTH), Sd 80X (0.113' DIA, 2-1/2' LONG), 10d CO1M01 (0.148' DIA., 3' LONG) 10d BOX (0.128' PIA., 3' LENGTH), 16d COMMON (0.162' DIA, 3-1/2' LONG), 16d SINKER (0.148 DIA, 3-1/4' LOG) Sd COOLER (0.086' DIA., 1-5/S' LONG ), 6d COOLER (0.092' P14, 1-1/8' LONG) LUMBER GRADES FRAMING LUMBER SHALL COMPLY TO 1148 LATEST EDITION OF UJWPA GRADING RULES FOR THE WESTERN LUMBER ALL SAWN LUMBER SHALL 8E STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: JOISTS: WOOD TYPE: 2X4 2X6 OR LARGER HP *2 - Pb■850 pet, Fv■15 p61, Fc■1300 pet, E■1200000pet HF 02 - Fb•550 pat, Fv.15 pet, Pc.1300 pat, E ■ 1200000pet EEM 4X 6X OR LARGER DP -L'2 - Fb■900 pet, Fv•95 pal, Fc•I3130 pet, E■t600000pa1 DF -L'2 - 1 b•815 pet, Fv■85 pei, Fc■600 pet, E■1300000pet STUDS 14F '112 - Po.850 pet, Fv■15 pat, Fc■1300 pet, E■1200000pe1 HF *2 - Fb■850 pet, Pv■15 pet, Fc■1300 pei, E■1200000pei 2X4 2X6 OR LARGER POSTS HF'2 - Fb.900 pet, Fv.95 pat, Fc.1350 pet, E■1600000pe1 44P'2 - Fb■900 pei, Fv.95 pet, Pc■1350 pet, E■1600000pe1 DF -L'1 - 1:b■100 pet, Fv■85 pei, Fc.415 pet, E■1300000pet DP -L'2 - Fb•100 pei, Fv•85 pei, Fc•415 pet, E•1300000pet 4X4 4X6 OR L4RGER 6X6 OR LARGER 6X6 OR LARGER GLUED -LAMINATED BEAM (GLS) SHALL BE 24P -V4 FOR SINGLE SPANS 4 24P -VS FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Fb • 2,400 Psi, Fv • 165 P51, Fc a 650 P51 (PERPENDICULAR), E • 1,800,000 PSI. ENGINEERED WOOD BEAMS AND I -JOIST CONTRACTOR 514ALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS FOR APPROVAL BY BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION iN ACCORDANCE WITH THE LATEST ICC EVALUATION REPORT. BEAMS DESIGNATED AS 'PSL' SHALL HAVE THE MINIMUM PROPERTIES: Fb • 2,900 PSI, Fv ■ 290 PSI, Pc • 150 PSI (PERPENDICULAR), E • 2,000,000 PSI. BEAMS DESIGNATED 45 'LVL' SHALL HAVE 744E MINIMUM PROPERTIES: Flo • 2,600 PSI, Fv • 285 PSI, Pc . 150 PSI (PERPENDICULAR), E • 1,W0,000 PSI. BEAMS DESIGNATED AS '151' SHALL HAVE 114E 111141111111 PROPERTIES: Fb • 1,100 PSI, Fv • 400 PSI, Pc • 680 PSI (PERPENDICULAR), E • 1,300,000 PSI. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL 8E LIMITED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUM • L/480, FLOOR TOTAL LOAD MAXIMUM • L/240. PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL 8E DESIGNEE, TO SUPPORT SELF WEIGHTPLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS AS STATED IN THE GENERAL NOTES. TRUSSES 514ALL BE DESIGNED 4 STAMPED 8Y A LICENSED PROFESSIONAL ENGINEER AND FABRICATED ONLY FROM THOSE DESIGNS. NONBEARING WALLS SHALL 88 HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH ,6N APPROVED FASTENER (SUCH AS SIMPSON STC) TO ENSURE THAT 114E TRUSS BOTTOM CHORD WiLL 1401 BEAR ON 114E WALL. ALL PERMANENT TRUSS MEMBER BRACING SHALL 8E INSTALLED PER THE TRUSS DESIGN DRAWINGS. ROOF/WALL/PLOOR SHEATHING TYPICAL WALL 4 ROOF SHEATHING SHALL BE 1/16' RATED SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MNIMUM NAILING SHALL BE Sd COMMON 0 6' O.C. 6 PANEL EDGES AND 12' O.C. IN FIELD UN.O. ON SHEARWALL SCHEDULE. SPAN INDEX SHALL 8E 24/0 FOR WALLS AND 24/16 FOR ROOF. FLOOR SHEATHING SHALL BE 3/4' T4G RATED (40/20) SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMON AT 6' O.C. o PANEL EDGES AND 12' O.C. N 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 8E PROVIDED IN 1148 EXTERIOR WALL ENVELOPE 114 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 10 THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO 8E LEAKPROOF, 2. AT 144E INTERSECTION OP CHIMNEYS OR OCHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON 80114 SIDES UNDER 6TUC60 OPENINGS. 3. UNDER AND 47 THE ENDS OP 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 -1N GUTTERS. IP • 4. I IP o' FER 2015 WASHINGTON STATE ENERGY CODE WINDOWS SHALL BE INSTALLED AND FINISHED 114 ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN NSTALLATION INSTRUCTIONS SHALL 8E PROVIDED 8Y THE MANUFACTURER FOR EACH WINDOW. ALL SKYLIGHTS AND SKY WALLS TO 8E LAMINATED GLASS UNLESS NOTED OTHERWISE. SECTION R310 -EMERGENCY ESCAPE 4 RESCUE OPENINGS 83101 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. BASEMENTS, HABITABLE 0411I05 AND EVERY SLEEPING ROOM 544ALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHEiRE 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 11470 A PUBLIC WAY, OR TO A YARD OR COURT THAT OPENS TOA PUBLIC WAY. EXCEPTION: STORM 514ELTERS AND BASEMENTS USED ONLY TO HOUSE MECHANICAL EQUIPMENT NOT EXCEEDING .4 TOTAL FLOOR AREA OF 20080 Ft. MINIMUM OPENING AREA: ALL EMERGENCY ESCAPE AND RESCUE OPENNGS SHALL HAVE A 11114. NET CLEAR OPENING OF 5.1 SQ. FT. EXCEPTION: GRADE FLOOR OPENNGS SHALL HAVE A 111N. 5.0 SQ. FT. MINIMUM OPENING HEIGHT= 114E MIN. NET CLEAR OPENINGS HEIGHT SHALL 8E 24 INCHES. MINIMUM OPENING WIDTH; THE MIN 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 HEIGH1 OF NOT MORE T14414 44' ABOVE 114E FLOOR, WHERE THE SILL HEIGHT IS BELOW GRADE, It SHALL BE PROVIDED WiTH A WINDOW WELL IN ACCORDANCE WI744 SEC. R3102.3. SAFETY GLAZING SHALL BE INSTALLED N THE FOLLOWING LOCATIONS OR AS 0114ERWISE REQUIRED PER IRC SECTION 8308,4 1. GLAZING 114 DOORS - SIDE HINGED DOORS, SLIDING GLASS DOORS AND PANELS 114 SLIDING, 4 8IFOLD DOOR ASSEMBLIES PER IRC SECTION 8308,4.1. 2. GLAZING ADJACENT 10 DOORS - PANELS WITHIN 24' OF EITHER SIDE OF THE DOOR IN CLOSED POSITION PER iRC SECTION 8308.42. 3. GLAZING IN WINDOWS - THE PANE IS LARGER THAN 9 SQ. Ft., 714E BOTTOM EDGE IS LESS THAN 15' ABOVE THE FLOOR THE TOP EDGE IS MORE THAN 36' ABOVE 714E FLOOR, AND ONE OR MORE WALKING SURFACES ARE WITHIN 36', MEASURED HORIZONTALLY AND N STRAIGHT LINE OF THE GLAZING PER IRC SECTION 8308.43. 4. GLAZING iN GUARDS AND RAILS PER IRC SECTION R305.4.4. 5. GLAZING IN WET SURFACES - WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, 13,471 -MOS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE 114E 8017011 EXPOSED EDGE IS LESS THAN 60' MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE PER IRC SECTION 8308,4.5. 1. GLAZING ADJACENT 10 STAIRS AND RAMPS - WHERE 714E BOTTOM EXPOSED EDGE 15 LESS THAN 36' ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDING BETWEEN FLIGHTS OF STAIRS AND RAMPS PER IRC SECTION 8308,4.6. 8. GLAZING ADJACENT 10 THE 8011011 STAIR LANDING - WHERE 714E GLAZING IS LESS THAN 36' ABOVE 114E LANDING AND WITHIN A 60' HORIZONTAL ARC LESS THAN 180 DEGREES FROM 1448 BOTTOM TREAD NOSING PER IRC SECTION 8308.4.1. Ti 18 _; . -.,�N CTi 8302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE N ACCORDANCE W1114 8E071016 8302.10.1 THROUGH R302.10.5. 8302.10.1 NSULATION INSULATION MATERIALS, NCLUDNG FACNGS, 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 WI714 AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 123. EXCEPTIONS: 1. W1 -ERE SUCH MATERIALS ARE NStALLED N CONCEALED SPACES, 714E FLAME SPREAD NDEX AND SMOKE -DEVELOPED INDEX LIMITATIONS 00 NOT APPLY TO THE FACINGS, PROVIDED 114A1 THE FACING IS INSTALLED N SUBSTANTIAL CONTACT WITI4 114E UNEXPOSED SURFACE OF THE CEILING, FLOOR OR WALL F111814. 2. CELLULOSE FIBER LOOSE -FILL INSULATION, THAT IS NOT SPRAY APPLIED, COMPLYING WITH THE REQUIREMENTS OF SECTION R302.103, SHALL NOT BE REQUIRED 10 MEET THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 AND SHALL BE REQUIRED 10 MEET A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 WHERE TESTED N ACCORDANCE WITH CAN/ULC 51022. 3. FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION 8316. R302.102 LOOSE -FILL NSULA7IO1, LOOSE -FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE ASTM E 84 OR UL 123 APPARATUS WITHOUT A SCREEN OR ARTIFICIAL SUPPORTS SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE -DEVELOPED LIMITS OF 8ECTiON R302.10.1 WHERE TESTED 114 ACCORDANCE WITH CAN/ULC 51022. EXCEPTION: CELLULOSIC FIBER LOOSE -FILL INSULATION SHALL 107 BE REQUIRED TO BE TESTED 114 ACCORDANCE WITH CAN/ULC 81022, PROVIDED SUCH INSULATION COMPLIES WITH THE REQUIREMENTS OF SECTIONS 8302.10.1 AND 8302.103. R302.103 CELLULOSIC FIBER LOOSE -FILL INSULATION CELLULOSIC FIBER LOOSE -FILL INSULATION SHALL COMPLY WITH CPSC 16 CFR, PARTS 1209 AND 1404. EAC4 PACKAGE OF SUCH INSULATNG MATERIAL SHALL BE CLEARLY LABELED IN ACCORDANCE WITH CPSC 16 CFR PARTS 1209 AND 1404. 830210.1 EXPOSED ATTIC INSULATION EXPOSED INSULATION MATERIALS INSTALLED ON ATTiC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX 1407 LESS THAN 0.12 WATT PER SQUARE CENTIMETER 8302.10.5 TESTING TESTS FOR CRITICAL RADIANT FLUX 614ALL BE MADE 114 ACCORDANCE WITH .45711 E 910. INFILTRATION CONTROL EXTERIOR JON78 AROUND WINDOWS AND DOOR FRAMES, PENETRATIONS N FLOORS, ROOFS AND WALLS AND ALL SiMILAR OPENINGS SHALL BE SEALED, CAULKED, GASKETED OR WEAT HERSTRIPPED TO LiMIT AiR LEAKAGE. R102.1 VAPOR RETARDERS CLASS I OR II VAPOR RETARDERS ARE R@EQUitED ON THE INTERIOR SIDE OF FRAME WALLS IN CLIMATE ZONES 5, 6, 1, 8, AND MARINE 4. EXCEPTIONS: 1 BASEMENT WALLS. 2. BELOW -GRADE PORTION OP ANY WALL. 3. CONSTRUCTION W14ERE MOISTURE OR ITS FREEZING WILL NOT DAMAGE THE MATERIALS. 8102.1.1 CLASS III VAPOR RETARDERS CLASS 111 VAPOR RETARDERS SHALL- 8E PERMITTED WI4ERE ANY ONE OF T148 CONDITIONS IN TABLE R102.1.1 IS MET. R102.12 MATERIAL VAPOR RETARDER CLASS. THE VAPOR RETARDER CLASS SHALL BE BASED ON 744E MANUFACTURER'S CERTIFIED TESTING OR A TESTED ASSEMBLY. THE FOLLOWING SHALL BE DEEMED t0 MEET THE CLASS SPECIFIED: CLASS 1: 514E81 POLYETHYLENE, UNPERFORATED ALUMINUM FOIL. CLASS II= KRAFT -FACED FIBERGLASS BATTS. CLASS III: LATEX OR ENAMEL PAINT. R102.13 MINIMUM CLEAR AIRSPACES AND VENTED OPENINGS FOR VENTED CLADDING, FOR THE PURPOSES OF THIS SECTION, VENTED CLADDING SHALL INCLUDE THE FOLLOWING MINIMUM CLEAR AIRSPACES. OTHER OPENING WiTH THE EQUIVALENT VENT AREA SHALL BE PERMITTED. 1. VINYL LAP OR HORIZONTAL ALUMINUM SIDING APPLIED OVER A WEATI4ER-RESISTIVE BARRIER A8 SPECIFIED 114 TABLE R1033(1.). 2. BRICK VENEER W1714 A CLEAR AIRSPACE AS SPECIFIED 114 TABLE 8103.8,4. 3.071 -ER APPROVED VENTED CLADDINGS. WSEC 8402,4 AiR LEAKAGE (MANDATORY) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AiR LEAKAGE 114 ACCORDANCE SECTIONS R402.4.4 THROUGH 8402.4.4. 840244.12 TESTING THE BUILDING OR DWELLING UNIT SHALL 8E TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE EXCHANGES PER HOUR alr1048 WITH 1148 REQUIREMENTS OF OF NOT EXCEEDING 5 AIR POSTING OF CERTIFICATE WSEC 84013 A PERMANENT CERTIFICATE SHALL BE COMPLETED BY 744E BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED ON A WALL IN 714E SPACE WHERE THE FURNACE IS LOCATED, A UTILITY ROOM, OR AN APPROVED LOCATION INSIDE THE BUILDING. WI-1EN LOCATED ON AN ELECTRICAL PANEL, 114E CERTIFICATE SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABELS. THE CERTIFICATES 614ALL LIST 714E PREDOMINANT R -VALUES OF NSULATION INSTALLED IN OR 014 CEILING/ROOF, WALLS, FONDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES. U -FACTORS POR FENESTRATION AND THE SOLAR HEAT GAIN COEFFICIENT (S44GC) OF FENESTRATION, AND 71-E RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILL'ING ENVELOPE AIR LEAKAGE TESTING DONE 01 714E BUILDING. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATES SHALL LIST 714E VALUE COVERING THE LARGEST AREA. THE CERTIFICATES SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. WHERE A GAS-FIRED UNVENTED ROOM HEATER ELECTRIC FURNACE, OR BASEBOARD ELECTRIC HEATER IS INSTALLED 11 11.4E RESIDENCE, THE CERTIFICATES SHALL LiST 'GAS-FIRED UNVENTED ROOM HEATER' 'ELECTRIC FURNACE' OR 'BASEBOARD ELECTRIC HEATER, ' AS APPROPRIATE. AN EFFICIENCY SHALL NOT 123E LISTED FOR GAS-FIRED UNVENTED RO011 HEATERS, ELECTRIC FURNACES OR ELECTRIC BASEBOARD HEATERS. pUCt LEAKAGE TESTING= DUCts SHALL 8E LEAK TESTED 114 ACCORDANCE WITH UJSU R8-33, USING 144E MAXIMUM DUCT LEAKAGE RATES SPECIFIED N 2015 WSEC SEC. R403.3.3. A WRITTEN REPORT OF THE RESULTS SHALL SE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED t0 11E CODE OFFICIAL. BUILDING AiR LEAKAGE TESTING 2015 WSEC SEC. R402.4 1145 BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS 8402,4.1 TI4ROUGI4 8402.4,4. 2015 UNIFORM PLUMBING CODE SEC. 312.12 STRAINER PLATES ON GRAN INLETS SHALL 8E DESIGNED AND INSTALLED SO THAT NO OPENING EXCEEDS V2 OF AN 1CH N THE LEAST DIMENSION. 312.12.1 METER BOXES SHALL SE CONSTRUCTED IN SUCH AN MANNER THAT RATS CANNOT ENTER A BUILDING BY FOLLOWING THE SERVICE PIPES FROM THE BOX N70 THE BUILDING. 312.122 METAL COLLARS IN OR ON BUILDINGS WHERE OPENINGS HAVE BEEN MADE IN WALLS, FLOORS, OR CEILINGS FOR 114E PASSAGE OF PIPES, SUCH OPENINGS SHALL BE CLOSED AND PROTECTED BY 114E INSTALLATION OF APPROVED METAL COLLARS SECURELY FASTENED TO THE ADJONNG STRUCTURE. 312.123 11.113 WASTE OPENINGS N FRAMED CONSTRUCTION TO CRAM SPACES AT OR BELOW THE FIRST FLOOR SHALL BE PROTECTED BY 714E INSTALLATION OF APPROVED METAL COLLARS OR METAL SCREEN SECURELY FASTENED TO 1448 ADJOINING STRUCTURE WITH 140 OPENING EXCEEDING 142 OF AN NCH IN THE LEAST DIMENSION. I. IIJSEC 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 R303.1 IRC INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POUER FROM THE BUILDING WIRING. THE LIGHT SOURCE 51-1ALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS 10 LEVELS 1401 LESS THAN 1 FOOT-CANDLE MEASURED AT 714E CENTER OF TREADS AND LANDINGS. THERE 61-1ALL BEA WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL 114E LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH IS 1407 REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING iS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC R303.5 IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LiGHT SOURCE LOCATED Al THE TOP LANDING OF 714E STAT STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM 714E BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL 13E PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED Al 144E LANDING OF 114E STAIRWAY. AND W71104 8 !v 8 PER SEC R602.6 DRILLING AND NOTCHING OF STUDS SHALL 88 IN ACCORDANCE WITH THE FOLLOWING: 1. NOTCHING. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION SHALL BE PERMITTED TO BE CUT OR NOTCHED TOA D NOT EXCEEDING 25% OF iTS WIDTH. 511406 IN NONBEARING PARTITIONS SHALL SE PERMITTED TO BE NOTCHED TOA DEPTH 140 EXCEED 40% OP A SINGLE STUD WiDTH. RECEIVED 2. DRILLING. ANY STUD SHALL BE PERMITTED TO BE BORED OR DRILLED, PROVIDED 114 s 7 714E DIAMETER OF THE RESULET& K W I L A NO MORE THAN 60% OF THE 67I40 WiD114, 744E EDGE OF 714E HOLE 16 NO MORE THAN IS NCH 10 744E EDGE OF 111E STUD, AND THE HOLE IS NOT LOCATED IN THE SAME SECTION ASA CUT OR NOTCH. STUDS LOCATED 114 EXTERIOR WALLS OR BEARING PARTITIONS p1 TO 5 2017 OVER 40% .140 UP 10 60% SHALL ALSO BE DOUBLED WITH NO MORE THAN TWO SUCCESSIVE DOUBLED STUDS BORED. SEE FIGURES R6026(1) AND R6023(2). PERMIT CENTER EXCEPTION: USE OF APPROVED STUD SHOES iS PERMITTED WHERE THEY ARE INSTALLED 114 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. DRILLING AND NOTCHING OF TOP PLATE. PER SEC 8602.61 WHEN PIPING OR DUCTWORK IS PLACED 114 OR PARTLY 114 AN EXTERIOR WALL OR INTERIOR LOAD-BEARING WALL, NECESSITATING CUTTING, DRILLING OR NOTCHING OF T148 TOP PLATE BY MORE THAN 50 PERCENT OF IT'S WIDTH, A GALVANIZED METAL TIE NOT LESS THAN 0.054 NCH THICK .411, 1-1M NCI4ES WIPE SHALL BE FASTENED ACROSS AND t0 THE PLATE AT EACH SIDE OF THE OPENING WITH 1407 LESS THAN EIGHT 10d NAILS HAVING A MINIMUM LENGTH OF 1-1/2' NCHES AT EACH SIDE OR EQUIVALENt THE METAL TIE MUST EXTEND A 11IN1 - 114 PAST 114G. EXCEPTION: WHEN T148 ENTIRE SIDE OF 144E WALL WITH 11E 1401014 OR CUT IS COVERED BY �° gg r Eau. Vs 47 412°) yN E Z0- 4g A N 11866 42ND AVE S Tu kwi 1 a,WA. 140 *wiz, ct3 a1-•‘.4 (I)al� U � U 1. Contractor or builder must verify all dimensions before proceeding with onstruction. . 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. L Plan No: L2B-2672-2L Date: 5.21-11 Ni 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 V T LATION FEQL.11. TS =11=N ROOF ATTIC TIL CALCULATIONS UJ USE VENTI ATION SYST M ....MMM I J'115094.1 LOCAL EXHAUST FANS EXHAUST FANS PROVIDING LOCAL EXHAUST SHALL HAVE A MINIMUM HEATING EQUIPMENT ALL WARM -AIR FURNACES SHALL 13E LISTED AND LABELED BY AN ,APPROVED AGENCY AND PAN FLOW RACING NOT LESS THAN 50 cfm At 025 NCI -ES WATER GAUGE FOR BATHROOMS, LAUNDRIES, ' I VENTILATION C�� CUL t * /'1 t,rr t.It I OI V5 REQUIREMENTS I I v 15 INSTALLED TO LISTED SPECIFICATIONS. OR SIMILAR ROOMS AND 100 ctln AT 025 INCHES WATER GAUGE FOR KITCHENS. MANUFACTURERS' FAN NO WARM -AIR FURNACES SHALL BE INSTALLED INA ROOM USED OR DESIGNED TO BE USED ASA BEDROOM, FLOW RATINGS SHALL BE DETERMINED AS PER HVI 916 (APRIL 1995) OR AMCA 210. EXCEPTION: WHERE A RANGE HOOD OR DOWN DRAFT EXHAUST FAN IS USED TO SATISFY 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 POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. VENTILATION REQUIRED PER SEC. 8806.1 - ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE ENCLOSED FURIsLOCAL EXHAUST REQUIREMENTS FOR KITCHENS, THE RANGE HOOD OR DOUJN DRAFT EXHAUST ACES AN ELECTRIC HEATING FURNACES. SHALL NOT BE LESS THAN 100 cfhl AT 0.10 INCEB WATER GAUGE. LIQUEFIED PETROLEUM GAS -BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT. BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GAS MIGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED I M150142 LOCAL EXHAUST CONTROLS LOCAL EXHAUST SYSTEMS SHALL BE CONTROLLED BY MANUAL AN ABOVE GRADE UNDER FLOOR °.✓PACE OR BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN SWITCHES, DEHUMIDIST,4t8, TIMERS, OR OTHER APPROVED MEANS. LOCAL EXHAUST SYSTEM FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO 114E 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 -Nelms OF 1/16'INCH MINIMUM AND 1/4'INCH MAXIMUM. VENTILATION OPENINGS HAVING A LEAST APPROVED MEANS FOR REMOVAL OF UNBURNED GAS. HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES A GLOW, SPARK OR FLAME CONTROLS CAPABLE OF IGNITING: FLAMMABLE VAPORS SHALL SE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18' ABOVE THE FLOOR LEVEL 1'- , :. �= SHALL BE READILY ACCESSIBLE. % ,', , (1) �► i pm DIMENSION LARGER THAN 1/4' SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH TEMPERATURE CONTROL THE PRIMARY SPACE CONDITIONING SYSTEM WITHIN EACH DWELLING UNIT SHALL Il'i'Il�� �►I� I HARDWARE CLOTH OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION BE SCREENING, OF 1/16' MINIMUM ANP 1/4' MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE PROVIDED WITH AT LEAST ONE PROGRAMMABLE Tl-BRMOSTAT FOR THE REGULATION OF TEMPERATURE MEC SEC. 403'1'1 L G NUMBER OF BEDROOMS REQUIREMENTS OF SECTION 8802.1. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR. VENTILATION EVERY FACTORY BUiLT CHIMNEY, TYPE L VENT, TYPE 5 GAS VENT OR TYPE BW GAS VENT SHALL BE UNIT FLOOR O AREA(SF-) 0-1 2-3 4-5 6-i >1 MINIMUM VENT AREA PER SEC. 88062 - TI4E MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 INSTALLED iN ACCORDANCE WITH THE TERMS OF ITS LISTING, MFR'S INSTALLATION INSTRUCTIONS AND APPLICABLE AIRFLOW IN CFM OF THE AREA OF THE VENTED SPACE. CODE REQUIi?EIMENTB. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE THE HIGHEST POINT 11NERE THE VENT <1SIDID 30 45 60 15 90 SEC. R8063 WHERE EAVE OR CORNICE VENTS ARE 30'-0' (5 EAVE VENTS) PASSES Ti.4ROUGH 114E ROOF OF TI4E BUILDING AND AT LEAST 2' HIGHER THAN ANY PORTION OF TME BUILDING 4.5 VENT AND INSULATION CLEARANCE PER - / AIR. NOT LESS THAN A 1 SPACE WITHIN 10' OF THE VENT. 1,501-3,000 60 15 90 105 INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF -INCH SHALL SE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT TI -IE LOCATION UTILITY ROOM NOTES/MAKE UP AIR 3,001-4200 60 15 90 105 120 OF THE VENC. 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 4,501-6,000 15 90 105 120 135 ♦ SE LOCATED UPPER ROOF: (AREA 1) ♦ WITHIN 6 FEET OF THE EXHAUST DUCt CONNECTION. 6,000-1,500 90 105 120 135 150 1,610 SQ. Ft. OF ATTIC AREA/300 • 536 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 >-1 0 105 120 135 150 165 OF VENTILATION REQUIRED (828 SQ. INCHES) I 1 AF50 ROOF VENTS. (50 N. PER VENT) DESIGNED FOR THE INSTALLATION OFA CLOTHES DRYER AN OPENING HAVING AN AREA OF NOT LESS THAN 100 UPPER VENTS ■ 386 Sq. in. (8 AF50 VENTS) NOTE: 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. -= • '%' t - 2i I� �' mawi �� . LOVER VENTS ■ 386 In. 'BIRD MOLES' PER EAVE BLOCK•' Sq. � #� � • 100 SQ INCH TRANSFER GRILL PER IRC G24394 (614.6) 'i'iLAti TE PACT 33 EAVE VENTS x 12' PER BLOCK ■ 396 Sq. In. (4)-2 1/8' DIA HOLES ■ 14.16 Sq. in. WO MESH NFA. w/ iMESH = 12' Sq. in. PER BLOCK TED24 �►,„ • IN TI SYSTEM RAN-TIME % IN EACH 4 -HOUR SEGMENT 25% 33% 509 665% 15% 10 AS AMENDED BY WASHINGTON STATE FACTOR 4 3 2 1.5 13 1.0 (A'' 2) ✓1150'1.1. GENERAL LOCAL EXHAUST OR WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS AND EQUIPMENT SHALL L.OU1ER 8001= - GARAGE: E: �4 (AREA 1) IN ACCORDArhIGE WITH THIS SECTION. T - _ 4 MIN I -. a teLOCAL mei t 445 SQ. 1 T OF ATTIC AREA/300 • 1.48 SQ. FT. NOTE: UPPER ROOF VENTING PROVIDED BY BE DESIGNED r IL.Y OF VENTILATION REQUIRED (214 8Q INCHES) "` COR -A -VENT ROOF -2 -WALL VENT UPPER VENTS • 101 Sq. in. (3 AF50 VENTS) (85 SQ IN PER LINEAL FT.) -B h8'-6' (10 E14VE VENTS M150-12 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 LOWER VENTS ■ 101 Sq. In. z 9 EAVE VENTS x 12' PER MOCK ■ 108 Sq. hCRAWL ISI WI R OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, SPACE OR OTHER AREAS OF THE BUILDING. M15013 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM WI4OLE-14OUSE MECHANICAL VENTILATION SYSTEMS KITCHENS 100 cftn INTERMITTENT OR 25 cftn CONTINUOUS lit Al SHALL 5E DESIGNED N ACCORDANCE WITH SECTIONS M15013.1 THROUGH MI50133. NI5013.1 SYSTEM DESIGN EACH DWELLING UNiT OR GUESTROOM SHALL 5E EQUIPPED WITH A VENTILATION SYSTEM AT44 OMS- O B RO T ILET RMS LAUNDRY ROOMS MECHANICAL EXHAUST CAPACITY OF COMPLYING WITH SECTION M150134, M150135, MI5013.6 OR MI5013.1. COMPLIANCE IS ALSO PERMITTED TO BE DEMONSTRATED THROUGH COMPLIANCE WITH THE INTERNATIONAL MECHANICAL CODE OR ASI -RAE STANDARD 622. INDOOR SWIMMING POOLS 4 SPAS 50 cfm INTERMITTENT OR 20 cfm CONTINUOUS 11 M150132 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 C -.. ..i OCCUPANT BY THE INSTALLER OF THE SYSTEM. ' ,AND I RI 3. LOCAL EXHAUST SYSTEMS. LOCAL EXHAUST SYSTEMS SHALL BE CONTROLLED BY MANUAL SWITCHES, 2015 WSEC: 3.5 ENERGY CREDITS REQUIRED PER TABLE 406.2 DE14UMIDISTATS, TIMERS, OR OTHER APPROVED MEANS. 4. CONTINUOUS WHOLE■HOUSE VENTILATION SYSTEMS. CONTINUOUS WHOLE -HOUSE VENTILATION SYSTEMS SHALL ENERGY CREDIT OPTIONS: (la, 3a, 5a, Sc al 3.5 CREDITS) OPERATE CONTINUOUSLY AND BE EQUIPPED WITH AN OVERRIDE CONTROL. A 'FAN ON' SWITCH SHALL BE PERMITTED AS AN OVERRIDE CONTROL. CONTROLS SHALL BE CAPABLE OF OPERATING THE VENTILATION SYSTEM la - EFFICIENT BUILDING ENVELOPE 10.5 CREDIT) WITHOUT ENERGIZING OTHER ENERGY -CONSUMING APPLIANCES. A CLEARLY ViSIBLE LABEL SHALL BE AFFIXED TO MTHE PRESCRIPTIVE COMPLIANCE IS BASE ON TABLE 8402.1.1 WITH THE FOLLOWING CONTROLS THAT READS 'WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS).' PRESCRIPTIVE 5. INTERMITTENT WHOLE -HOUSE VENTILATION SYSTEMS. INTERMITTENT WHOLE -HOUSE VENTILATION SYSTEMS SHALL MODIFICOMPLY - - 101 . =.� ^♦ WITH THE FOLLOWING: - VERTICAL FENESTRATION U■028 5,1 THEY SHALL 13E CAPABLE OF OPERATING IN7ERMIt7ENtLY ,AND CONTINUOUSLY. S FLOOR -3GRADE ♦NMI .±..4 s. � NEW 4=1}' 52 THEY SHALL HAVE CONTROLS CAPABLE OF OPERATING THE EXHAUST FANS, FORCED -AIR SLAB ON- R-10 PERIMETER AND UNDER ENTIRE BLAB - BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB ISIFir SYSTEM FANS, OR SUPPLY FANS WITHOUT ENERGIZING OTHER ENERGY -CONSUMING APPLIANCES. OR 53 THE SYSTEM SHALL BE DESIGNED SO THAT IT CAN OPERATE AUTOMATICALLY BASED ON THE _COMPLIANCE BASED ON SECTION 8402.1,4: REDUCE THE TOTAL UA 5%. TYPE OP CONTROL TIMER INSTALLED. BY IRI W �•�;';I (4'r: ,4 2) cV.. 54 THE INTERMITTENT MECHANICAL VENTILATION SYSTEM SHALL OPERATE AT LEAST ONE HOUR OUT 3a - HIGH EFFICIENCY HVAC EQUIPMENT (1.0 CREDIT) OF EVERY POUR - GAS, PROPANE OR OIL -FIRED FURNACE WITH MINIMUM AFUE OF 94%, OR zsi _ 55 THE SYSTEM SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH ASA 24-HOUR - GAS, PROPANE OR OIL -FIRED BOILER WITH MINIMUM AFUE OF 92% LOCK TIMER CLOCK QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY 5.15.6 AT THE TIME OF FINAL. INSPECTION, THE AUTOMATIC CONTROL SHALL BE SET TO OPERATE TE THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND 15'-1' (3 EAVE VENTS) WHOLE -HOUSE FAN ACCORDING TO THE SCHEDULE USED TO CALCULATE TI4E WHOLE -HOUSE FANTHE MINIMUM EQUIPMENT EFFICIENCY. SIZING. 5.8 A LABEL SHALL BE ,AFFIXED TO THE CONTROL THAT READS 'WHOLE HOUSE VENTILATION (SEE 5a - EFFICIENT WATER EATING (0.5 N GSINK INK FAUCETS INSTALLED IN THE HOUSE SHALL BE OPERATING INSTRUCTIONS)! -ALL ST-IOWERHEAD AND KITCHEN RATED AT 1. M150132.1 OPERATING INSTRUCTIONS INSTALLERS SHALL PROVIDE THE MANUFACTURER'S INSTALLATION, OPERATING 5 GPM OR LESS. AALL FAUCETS SHALL - OTHER LAVATORY BE RACED AT 1.0 GPM OR LESS. INSTRUCTIONS, AND A WHOLE -HOUSE VENTILATION SYSTEM OPERATION DESCRIPTION. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY M50133 MECHANICAL VENTILATION RATE THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM SHALL PROVIDE THE OPTION BEING SELECTED AND SHALL SPECIFY 744E MAXIMUM FLOW RATES FOR ALL S440WERHEADB, KITCHEN SINK FAUCETS, AND OTHER LAVATORY FAUCETS. OUTDOOR AIR TO EACH DWELLING U417 AT A CONTINUOUS RATE OP NOT LESS THAN THAT DETERMINED N ACCORDANCE WiTH TABLE M150133(1). 5c - EFFICIENT WATER HEATING (1.5 CREDITS) EXCEPTION: THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM 18 PERMITTED TO OPERATE INTERMITTENTLY WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: WHERE THE SYSTEM HAS CONTROLS THAT ENABLE OPERATION FOR NOT LESS THAN 25 PERCENT OF EACH 4 -HOUR - GAS, PROPANE OR OIL WATER HEATER WITH MINIMUM EF OF 091 SEGMENT AND THE VENTILATION RATE PRESCRIBED N TABLE M150133(1) iS MULTIPLIED BY THE FACTOR OR DETERMINED iN ACCORDANCE W1114 TABLE M150133(2). - SOLAR WATER HEATING SUPPLEiMENTING A MINIMUM STANDARD WATER HEATER SOLAR WATER HEATING WiLL PROVIDE A RATED MINIMUM SAVINGS CF 85 THERMS 1115013.5 WHOLE -HOUSE VENTILATION INTEGRATED WITH A FORCED -AIR SYSTEM. 71415 SECTION ESTABLISHES OR 2000 kith BASED ON THE SOLAR RATING AND CERTIFICATION CORPORATION MINIMUM PRESCRIPTIVE REQUIREMENTS FOR WHOLE -HOUSE VENTILATION SYSTEMS INTEGRATED WITH FORCED -AIR (SRCC) ANNUAL PERFORMANCE OF 0G-300 CERTIFIED SOLAR WATER HEATING VENTILATION SYSTEMS. A SYSTEM WHICH MEETS ALL THE REQUIREMENTS OF THIS SECTION SHALL BE DEEMED TO SYSTEMS SATISFY THE REQUIREMENTS FOR A WHOLE -HOUSE VENTILATION SYSTEM. OR M15013.5.1 INTEGRATED WHOLE -HOUSE VENTILATION SYSTEMS. INTEGRATED WHOLE -HOUSE VENTILATION SYSTEMS - ELECTRIC HEAT PUMP WATER HEATER WITH MINIMUM EP OP 2.0 AND MEETING 74-{E SHALL PROVIDE OUTDOOR AiR AT THE RATE CALCULATED USING SECTION Mi50133. INTEGRATED FORCED -AIR STANDARDS OF NEEA'S NORTHERN CLIMATE SPECIFICATIONS • - - - E,4LEUMP VENTILATION SYSTEMS SHALL DISTRIBUTE OUTDOOR AIR t0 EACH HABITABLE SPACE THROUGH THE WATER HEATERS REVIE r R REVIE FORCED -AIR SYSTEM DUCTS. INTEGRATED FORCE -AIR VENTILATION SYSTEMS SHALL HAVE AN OUTDOOR AIR TO QUALIFY t0 CLAIM THIS CREDIT, THE BUILDING PERMIT DRAW! ':"ar r�° 411 v, NC CONNECTINGINLET DUCT INAL ELEMENT ONTNIE outeive OP 714E ILDING TO THE RETURN AIR IFY THE WATER HE PLENUM TTYPE AND EHE OPTION E MINIMUM EQUIPMENT EFFICIENING SELECTED AND SHALL CY AND, FOR SOLAR OP THE FORGED -AIR SSTEM, ATA POINT FT UPSTREAM OF THE AIR HANDLER 714E OUTDOOR AIR INLET DUCT CONNECTION 70 714E 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 t0 PREVENT THERMAL SHOCK TO THE HEAT EXCHANGER THE SYSTEM WILL BE EQUIPPED WITH A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC VENTILATION CONTROL AS SPECIFIED IN SECTION M150132. 714E REQUIRED FLOW RATE SHALL BE VERIFIED BY FIELD TESTING WITH A FLOW HOOD OR A FLOW MEASURING STATION. 1MI501352 VENTILATION DUCT INSULATION. ALL SUPPLY DUCTS iN THE CONDITIONED SPACE SHALL BE INSULATED TER TER D SEP 2 7 2017 . City of Tukwila BUILDING TOA MINIMUM OF R-4. 1M1501353 OUTDOOR AIR INLETS. INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED PROM ENTRY BY !RECEIVED DIVISION LEAVES OR OTHER MATERIAL. OUTDOOR AIR INLETS SHALL BE LOCATED SO AS NOT TO TAKE AIR FROM THE CiTY OF T U K W I L A FOLLOWING AREAS: 1. CLOSER THAN 10 Ft FROM AN APPLIANCE VENT OUTLET, UNLESS SUCH VENT OUTLET IS 3PT ,ABOVE THE OUTDOOR AIR INLET. SEP 0 2017 2. WHERE 17 WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS. 3. A HAZARDOUS OR UNSANITARY LOCATION. PERMIT CENTER 4. A ROOM OR SPACE HAVING ANY FUEL -BURNING APPLIANCES THEREIN. 5. CLOSER THAN 10 FT FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM UNLESS THE VENT OPENING IS AT LEAST 3 FT ABOVE THE AIR INLET. 6. ATTIC, CRAWL SPACES, OR GARAGES. 1115014 LOCAL EXHAUST LOCAL EXHAUST SHALL BE PROVIDED IN EACH KITCHEN, BATHROOM, WATER CLOSET, LAUNDRY ROOM, INDOOR SWIMMING POOL, SPA, AND OTHER ROOMS WHERE WATER VAPOR OR COOKING ODOR IS'° PRODUCED. LOCAL EXHAUST SYSTEMS SHALL BE DESIGNED t0 HAVE THE CAPACITY t0 EXHAUST THE MINIMUMY AiR FLOW RATE DETERMINED IN ACCORDANCE WITH TABLE MI5014. 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 SIDING PER ELEVATION PLASHING 2X3 BEVELED TRIM FLASHING ADHERED CULTURED STONE STONE VENEER N.T.S 12 RIE T VER S 01 IISTANT BARSHEATHINS OR SUBSTRATE FINISH SIPIN& SSM TRIM FLASHINS WITH S" MIN. VERTICAL LBS HORIZONTAL 10400P TRIM HOR I Z. TRIM AT SHMATH I1e1G/UJOOD STUDS 12 5/4x4 PR. $ WNPW. TRIM COVERED PORCH ONLY n REAR ELEVATION (EAST) 12 1/4°=11_0uI N.T.S. 2x6 EXTERIOR WALL 1/16' PLY OR 058 SHEATHING, TYP. SIpING PER ELEVATIONS OVER VAPOR BARRIER PRE FINISHED CONTINUOUS SHEETMETAL FLASHING, tYP. COMP. ROOFING OVER VAPOR BARRIER ATOP 1/16' PLY OR 058 SHEATHING, TYP. TRUSS OR RAFTER PER PLAN ROOF 10 LUAU- PLASHNG DETAIL N.T.S. 12 12 MASONRY VENEER - GENERAL NOTES PER SEC. 8103.8 ANCHORED STONE AND MASONRY VENEER SHALL BE INSTALLED IN ACCORDANCE WITH T1415 CHAPTER, TABLE R1033(1) AND FIGURE 8103.8 MAXIMUM THICKNESS 4 INCHES 4 20 FEET HIGH SPC D0 4 D1 MAXIMUM 4 INCHES THICK 4 MUST HAVE WALL BRACING - SDC D2 MAXIMUM 3 INCHES THICK 4 MUST HAVE WALL BRACft G MASONRY VENEER SHALL NOT SUPPORT ANY VERTICAL LOAD OTHER THAN THE DEAD LOAD OF THE VENEER ABOVE. MINIMUM 3/4 GAP BETWEEN TOP OF VENEER 4 STRUCTURAL FRAME NCLUD ING ROOF RAFTERS. METAL TIES MAXIMUM 24 INCHES HORIZONTAL 4 VERTICAL SPACING. TIES IN SDC D0, 01, 4 P2 MUST SUPPORT NO MORE THAN 2 SQ FT OF WALL AREA (HOOK INTO VENEER REINFORCEMENT WIRE). FLASHING TO EXTERIOR REQUIRED AT ALL OPENINGS 4 HORIZONTAL TRANSITIONS. MINIMUM 3/16' Ph& WEEPHOLES REQUIRED ABOVE FLASHING AT A MAXIMUM OF 33 INCHES ON CENTER. AIR SPACE MINIMUM 1 IN. - MAXIMUM 4-1/2 INCHES BETWEEN SHEATHING 4 VENEER OR MORTAR OR GROUT FILL OVER WEATHER -RESISTANCE MEMBRANE. WATER RESISTANT BARRIER REQUIRED BEHIND THE EXTERIOR VENEER PER R103.1. �\\\\\\\ \\\\\\\\\\\ \\\\\\\\\ \\\\ \\\\\\\\\\ \\\\\\\ vvvvvvvv1 vvvv� 5/4x8 BAND BP ATOP SLAB m FRONT * REAR PORCHES W/ rLASHIN6 NMI III MI MN I Ili 5/4x4 CORNER BP'S 12 5 LEFT ELEVATION (NORTH) RIGHT ELEVATION (soUm) va..r-o. 1-a all TYP PER SIDE 1 1 IF SITE REQUIRES 1 1 ROOF DRIP EDGES PER SEC. 89052.8.5 PROVIDE DRIP EDGE At EAVES 4 GABLES W/ A MIN. 2' OVERLAP 12 6RADE= PLAT LOT' COMP ROOF 5/4x10 BARGE W/ 1X6 4 1X3 RAKE TRIM DONT. &UTTER 5/4x6 WI 4 CORNER §" jI zN eD I ' .o SEP 2 7 2017 City of Tukwila BUILDING DIVISION RECEIVED CITU OF TUKWILA SEP 0 5 2017 PERMIT CENTER 6" EXP. HORIZ. SWIMS STONE VENEER (Ad7HEREP) FRONT ELEVATION (WEST) COPYRIGHT 2009 Landmark Design Ina. ALL RIGHTS 5/4x8 BANP P. ATOP SLAB ® FRONT 4 REAR PORCHES W/ PLASHING 6417E TO SLOPE AWAY PROM FOUNDATION A MIN. OP 6" WITHIN THE FIRST 10' HOUSE NUMBERS TO SE VISIBLE 4 LEGIBLE WITH CONTRASTING FROM THE STREET SS NUMBER 8HALLE BHOUSE. 4 A MIN. STROKE WIDTH OF 1/2' PER SEC. 83131 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. • Plan No: L2B-2672-2L Date: 8-21-17 1 30'-0' 13'-11' 1'-2 6'-9' 4'-0' 6'-1' 2'-6' 2'-11 6/0x4/0 XO /0x4/0 FX SG. 1 i EGRESS MASTER BEDROOM 5' CLG. 6'-10' 4'-1' • n R45 • 6) X to BP 10,-9' BEDROOM -3 8' CLG. .r 1 7 SO, 4CBING tkg 4 6 tr PAIR \I • r /////////// //////////////////// // 4i R4S I W.I.G. 1 s' CLG. R45 N 4'-3 ' 6'-5i' Av. 't 4'-5, C 1- BEDROOM -2 8' CLG. 10 SD. 10,-9' /////// ////, /// ////// //////a/, d) //1101///I//!////////////////////i 1'-10' 2'-1' X i II1 3'-11k DN 10 SD. 2z5Worat707/ t- 1 tr .17/Ze /07.9717.621011591 61 c/1 61 in UTILTY ROOM NOTES/MAKE UP AIR: PER IRC G2439 1. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGHT OF THE EXHAUST DUCT SHALL BE IDENTIFIED 014 A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR WHERE A CLOSET 1S 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 OCHER APPR M. E ., DEANS • 100 SQ INCH TRANSFER GRILL UJI-IDLE 1 -LOUSE VENTILATION; INTEGRATED: INTEGRATED WITH FURNACE SEE SHEET N-2 FOR REQUIREMENTS. *REFER TO SHEET 14-2 TABLE 150133(1) 4 150133(2) FOR FAN SIZING AND RUN TIMES GENERAL NOTES: I. ALL WORK TO BE 114 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. SHOWERHEAD5 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. 8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF FLOOR TO 1.3E SAFETY GLASS S. SMOKE ALARMS - TO BE INSTALLED PER SEC 83143 IN THE FOLLOWING LOCATIONS: IN EACH SLEEPING ROOMS, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS, AND ALARMS TO BE INSTALLED NOT LESS THAN 3 FT. HORIZONTAL FROM A BATHROOM THAT CONT OR 51-1OWER. ALARMS TOB J SUCH A MANNER THAT TU' WILL ACTIVATE ALL OF THE INDIVIDUAL UNIT. Nto to DR 10.x:+• VI �.p - // `� - - - VED CARBON MONOXIDE ALARM SHALL 'A 7 __EACH FLOOR 4 OUTSIDE OP SLEa - i A IN THE IMMEDIATE VICINITY BED .• •MS. PER 2015 IRC 4 WA. STATE TS SEG R315. ATE ALL WATER PIPES PER UPC SEC 312.6 INIMUM R-4 INSULATION 12. ALL DUCTS 4 EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO A MINIMUM OF R-8 PER WSEC R4032.I 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. PER R303.52. 14. GAS PIPING IS TO BE PROTECTED PER G2415.1, WHERE PIPING 15 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 15A BOTTOM PLATE, BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE SHIELD PLATES SHALL COVER THE FRAMING MEMBER AND EXTEND NOT LESS THAN 4 INCHES ABOVE THE BOTTOM FRAMING MEMBER AND NOT LESS THAN 4 INCHES BELOW THE TOP FRAMING MEMBER 15. ATTIC 4 CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 16. WHOLE HOUSE VENTILATION 24 HR TIMER, READILY ACCESSIBLE 4 WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) 11. DRYER DUCT SPECIFIED LENGTH PER SEC M1502.4.51 THE MAXIMUM LENGTH OF TI -4E 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 114E TRANSITION DUCT. COKE ALARM -CARBON ��n�� OXIDE' • 30-0' 6/0x5/0 XO DINING ROOM GO ; RED PO H CO C. 12/0x8/0 D S.G. 8' I -11G14 Off. GREAT ROOM MANN. NAT. GAS METAL FIREPLACE INSTALL PER MFR SPECS. i �. a �0 / i r REFER1 /� 717,ew///l w^?u0//////2610/////////////A S.RM%////////// . oXIV////////////�7' GAP c� 110Vo.D �i S� . GUEST 9' CL 8' HIG OPNG. UND STAIR PRO CTION PE R302.1 oPNG. 8' HIS H 10 S.D. RSEC, BEDROOM 4 8' CLG. (2) 2/0 2/0 FX w/ 6' LL IONS 5_411 6'-2' 30'-0' 10'-9' SECOND STORY EGRESS WINDOW LOCATED AT 5 FOOT SETBACK (TMC 16.16.070) Egress windows located on 5 -foot side setback shall be required to provide adequate ground ladder access to all rescue (egress) windows above the first story. The "flat landscape" shall be a 12 -foot by 4 - foot wide area below the rescue window. If the space on the side of the building does not allow sufficient ladder access of 12 -feet, a minimum 5 -feet on each side of the property lines, minimum of 10 -feet by 4 - feet shall be allowed between buildings if applicable. PLEASE NOTE "No fence other than a wood fence or similar shall be allowed at that location". Fire department shall have the ability to easily remove that portion of fence as necessary for rescue. UPPER FLOOR PLAN va•,rc• INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 IRC INTERIOR STAIRWAYS SHALL ISE 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 OP THE STAIRWAY. • 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. 10'-8' 51-3i' 1141° MIN. SOLID CORE SELF CLOSING - WOOD/STEEL POOR OR 20 MIN. RATED 6ARA6E USE 1/2' GWS 014 ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/81 TYPE 'X' ON CEILINGS WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' GWB NO DUCT OPENINGS IN GARAGE. 2/0x5/0 FX OVE = D PORG CONC. BLUE 18 AL TRACER METB�AL WAATERDSERVICEN PIPING PER UPC 6049 MA I N FLOOR FLAN MAI N FLOOR: UPPER FLOOR: TOTAL.: 6ARAOE : FRONT PORCH: REAR PORCH: LANDING AT 'EXIT' 1::$00R NOT TO BE LOWER THAN 1.5 INCHES FROM TOP OF THRESHOLD. (R3113.1) 254 SQ. FT. 1418 SQ. FT. 2E712 S. FT. 54%11 SO. FT. 4;11 SQ. FT. 84 S. FT. COPYRIGHT 2011 Landmark Design Ino. ALL R134TB RESERVED REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 7 2017 • City of Tukwila BUILDING DIVISION rin g Hca, ® , PP 2 I:4 i t/! z z1 444 za Nx 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: L2B-2672-2L Date: 8-21-11 2 1/ i 30'-0' 4' 0 SCHED. 40 STL. BOLLARD 4-3/S'X3' ANCHOR BOLTS (SIMPSON TITAN HD OR EQ) 4' CONCRETE SLAB SIDE VIEW VEHICLE IMPACT BARRIER DETAIL 11111 1 �e 1fi11111■G11�11111Yiii111111�1� IIKUIIIiiIUIIIUiNU1'►! ["_—,.a7—=SIC= ='IC --.:I= C.CZr= - =I : II►M' NIP' lI11\IIS -Al/ F1'iiI wo����� ice■ C•4 FOUNDATION NOTES: 1. ALL FOOTINGS TO BEAR ON FIRM UNDISTRUBED SOIL. 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO BE 4x10 DFL 'l'2 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA. x S' CONC. PADS UNLESS NOTED OTHERWISE. 4. ALL POSTS TO BE ANCHORED AGAINST LATERL MOVEMENT. 5. SOLID BLOCK AT ALL PONT LOADS FROM ABOVE. 4' CONC. SLAB OVER 4' COMPACT SAND AND GRAVEL BASE SLOPE 3' TO DOORS I I I I I A 4 BARS IS' O.C. C. SLAB 4' COMPACT GRAVEL BASE CA) POUND AT I ON AT PATIO NTS 4' CONC. SLAB PREVENT WOOD TO CONC. CONTACT W/ CONT. FLASHING OR APPROVED MEMBRANE STUB *4 BARS INTO CONC. SLAB 18' O.C. (TYP_OF 2) 12 OUNDT I ON PLAN /4"=1'-O" STI -ID EDGE DISTANCE 1-1/2' MIN BUILDER TO DETERMINE IF STI -ID OR 3TND/RJ IS APPROPRIATE. COPYRIGHT 2009 Landmark Design Ino. ALL RIGHTS RESERVED 4x4 P.T. POST W/ PB BASE ON 24'x24'x12' CONCRETE FTG. 6. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. FOOTING INSPECTION (RE: Geotech report prepared for this site.) Over excavation requiring structural (engineered) fill shall comply with recommendations as outlined in the geotechnical report. Prior to requesting a footing inspection, the Geotech engineer of record shall verify the soils condition and provide an inspection report prepared and signed by the Geotech engineer. Geotech report shall verify that soils conditions including compacted fill shall satisfy specifications as outlined for footing/foundation construction. Geotech engineers report shall be presented to the building inspector at time of footing inspection. 1. PROVIDE MINIMUM 1S'-24' CRAWL ACCESS. *GRAIL UL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. S. PROVIDE CRAWL SPACE VENTILATION PER IRC SECTION R405. *FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. S. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER I0.PREVENT WOOD TO CONC. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. 11. < INDICATES 'SIMPSON' HOLODOWN. 12. / SEE SHEARWALL SCHEDULE FOR ANCHOR 13OLT SIZE 4 SPACING (SI -IT 51.0). NEC 250.52 Grounding Electrodes A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of 1/2" or larger reinforcement bar or Bare copper conductor not smaller than 4 AWG, and shall be located horizontally within that portion of a concrete foundation or footing that is in direct contact with the earth & encased by at least 2" of concrete. (NOTE: 20 -foot rebar shall be one continuous piece tied alongside any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) IDENTIFY LOT LINES Lot lines shall be established on site and made visible to verify distance of building setbacks the from lot lines, at time of footing/foundation inspection, prior to pouring concrete. A survey may be required to verify lot lines. PLEASE NOTE: Setback(s) shall be calculated and measured from the buildings finish face or corner of the building nearest the property line and not necessarily measured from the exterior foundation. CODE COMPLIANCE APPROVED SEP 27 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 0 5 2017 PERMIT CENTER LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN 1B INCHES FROM TOP OF THRESHOLD. (R311.43) VENTILATION 'r USE 3'x3'x1/4' GA wx« , ,<' 1 STEEL L CRAWL. SPACE VENTILATION TOTAL NET FREE AREA REQ'D 1254/150 le S.5 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION 13 VENTS REQ'D 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2B-2672-2L Date: 8-21-1-1 3 LSTA30 - HDR 4 SILL TO 3x BLOCKING. (TVP. 2 PLACES) LSTA30 - BEAM irTO TOP PLATE 4X12 51/2 x 161/2 GLIB x101/zd %// LB (4) 2x6 4X12 5-1/4 x 11-1/4 PSL . 1 _Q. .1;i t- LSTA30 - HDR 4 SILL TO 3x BLOCKING. (TYP. 2 PLACES) 6X6 Pt POST W/ PCZ CAP4 CS1 Q BASE A24- BEAM TO TOP PLATE 6X6 PT POST W/ PC CAP S/ 7rARING�ri/L/iji oii////% oiiro� BffARING U ALL /// I /////// ///////l1i %''///%/ %/%%/ %////// %%//% ' FOC CO a IL MTL. HANGERS PER MFG. 4X10 BEAR NG LJALL /i -..T/ ANTILEVER I:RCCF VENTILATION CALCULATIONS 4 REQUIREMENTS AT LEAST 40%4 NOT MORE THAN 50% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WIT1-1 THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. VENTILATION REQUIRED PER SEC. 8806.1 - ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE 5Y VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL WAVE A LEAST DIMENSIONS OF 1/16' INCH MINIMUM AND 1/4' INCH MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4' SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL. WITH OPENINGS HAYING A LEAST DIMENSION OF 1/16' MINIMUM AND 1/4' MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 8802.1. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR. MINIMUM VENT AREA PER SEC. 88062 - THE MINIMUM NET SHALL BE 1/150 OF TI -4E AREA OF THE VENTED SPACE. VENT AND INSULATION CLEARANCE PER SEC. 88063 - VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK LESS THAN A 1 -INCH SPACE SHALL BE PROV��, THE ROOF SHEATHING AND AT THE LOC `-;F TI -4 FREE VENT ON\ .a - E1�� h�-N AU ov, FRE FLO« a - r 5U AT 10 `�\ N!�� 3L;, X9 GLIB AOC G F'E:Ri 151.1 PROVIDE 2 2'X36' TTIC SS PPI., 1 oof \\ THIS 514T. AL P_ATPORM TO MFG. TRUSSES 5 SPECS POR DETAIL SEES HET N2 FOR QOF VENTIL. •. ION C LOCATIONS PLIAN , o. TIC E 1A G APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND A CLEAR A _ i CTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OP THE LARGEST APPL '• , BUT NOT LESS THAN 30 INCHES HIGH AND 22 INCHES WIDE AND NOT MORE THAN 20 LONG MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY PROM THE OPENING TO THE APPLIANCE. THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING IN ACCORDANCE WITH CHAPTER 5 NOT LESS THAN 24 INCHES WIDE. A LEVEL SERVICE SPACE NOT LESS THAN 30 INCHES DEEP AND 30 INCHES WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE ACCESS 15 REQUIRED. THE CLEAR ACCESS OPENING DIMENSIONS SHALL BE NOT LESS THAN OP 20 INCHES BY 30 INCHES, AND LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE. EXCEPTIONS: 1. THE PASSAGEWAY AND LEVEL SERVICE SPACE ARE NOT REQUIRED WHERE THE APPLIANCE CAN BE SERVICED AND REMOVED THROUGH THE REQUIRED OPENING. 2. WHERE THE PASSAGEWAY IS UNOBSTRUCTED AND NOT LESS THAN 6 FT HIGH AND 22 INCHES WIDE POR ITS ENTIRE LENGTH, THE PASSAGEWAY SHALL BE NOT MORE THAN 50 FT LONG. R (TVP. OF 2) FRAMING NOTES: \--CHAMFER TOP OF JSt. SIM (PER ENGINEER) SHTG. SECOND FLOOR SAM I NCS PLAN I/4" = I'-0" 4X12 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED W/ Sd NAILS W 24' 0:C NAILED tOP 4 BOTTOM STAGGERED EA SIDE. 2. ALL FADERS TO BE 4x8 DF +2 UNLESS NOTED OTHERWISE. x^ f w IN - AiA'ETDEtU/ R-Im RIGIDLINSULrcNWALLS TO 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 5Y ANOTHER APPROVED METHOD. 5. 0 MSTC 40 STRAPS PER STRUCTURAL UNLESS NOTED OTHERWISE 6. ` REPER TO SWEAR WALL SCHED. CONT. DSL. TOP 1:1. -ATE R -1O RIGID INSULATION fa EXTERIOR SIDE OP WALL (SHADED AREA) KIN& STUD EXTERIOR PLYWOOD TRIMMER HEADER/I NSULATI ON flETA I L NTS 2. ELECTRICAL REQUIREMENTS 111305.13.1. A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PASSAGEWAY OPENING AND A RECEPTACLE OUTLET SHALL SE INSTALLED AT OR NEAR THE APPLIANCE LOCATION IN ACCORDANCE WITH CHAPTER 39. EXPOSED LAMPS SHALL BE PROTECTED FROM DAMAGE BY LOCATION OR LAMP GUARDS. 3. PROVIDE 2x12 PLATFORM W/ 2 -LAYERS '4' PLYWOOD ATOP BOYTOt1 CHORD OF MFG. TRUSS THAT MEETS THE REQUIRED CLEARANCES. USE R-49 INSULATION UNDER PLATFORM. (1 -LAYER OF R-38 HIGH DENSITY (10-1/4') 4 1 -LAYER R-11 (3-1/2'). 4. NO AIR CONDITIONING TO 8E INSTALLED IN ATTIC. 5. PROVIDE GALVANIZED MT. DRAIN PAN WITH WET SWITCH. PROVIDE CONDENSATION LINE FROM FURNACE TO EXTERIOR FOR DRAINAGE. ROOF FRAMING NOTES: 1. ALL HEADERS TO BE 4x8 DF 02 UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WAW WALLS TO BE INSULATED W/ R-10 RIGID INSULATION 2. ALL OTHER TRUSSES: • SHALL CARRY MANUFACTURERS STAMP. • SHALL HAVE DESIGN DETAILS AND SPEC- IFICATIONS ON SITE FOR FRAME INSPECTION. • SHALL 8E INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS. 3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PRIOR CCNSENE T OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS MINIMUM 22'x30' PER IRC SEC 801.1 • ACCESS HATCHES OR DOORS SHALL EQUIVALENT O T NSULATIONUFFED AOON THE SULATEDTSURROUNDING WAGES 5. PROVIDE ATTIC VENTILATION PER IRC SECTION R806. ALL FRAMING TO COMPLY WITH IRC SECTION 8802. 5. NO EAVE VENT OR GABLE VENTS ARE ALLOWED ON WALLS WHERE THE ROOF OVERHANG 15 5' OR CLOSER TO THE PROPERTY LINES PER 2012 IRC, TABLE 302.0(1). 4 REFER TO SHEAR WALL SCHED. 111 IY / / -H- \ 12 1- MANF. TRUSSES 1 2.0 02 O.C. (TVP. OP 2) ROOF FRAMING PLAN I/4."=1 -0" COPYRIGHT 2010 Landmark Design Inc. ALL RIGHTS (RESERVED REVIEWED FOR CODE COMPLIANCE APPROVED 4.xlitazgr wi (TYP OF 2) City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 0 5 2017 PERMIT CENTER NOTE - FASTENERS FOR TREATED WOOD TO ISE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE ;CO R. STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 259, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. ▪ NON-BEARING MAXIMUM NOTCH BORING 60%. NO CLOSER THAN 5/5 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: L2B-2672-2L Date: 8-21-11 4 2x6 p2 DP STUDS 0 16' O.C. ATTACH STUDS TO TOP 4 BOTTOM PLATE WITH (3) 16d FRAMING NAILS. CONSTRUCT TOP PLATE OF (2) STUDS INSTALLED HORIZ. AT THE TOP OF THE GYPSUM WALL ASSEMBLY AND THE BOTTOM PLATE OF A SINGLE STUD. INSTALL 2x6 WOOD STUDS HORIZ AS CROSS -BRACING POSITIONED AT MID -HEIGHT OF THE WALL. ',' TYPE 'X' GWB APPLIED VERTICALLY W/ HORIZONTAL JOINTS BLOCKED AND FASTENED W/6d CEMENT COATED 11t" CUP -HEAD DRYWALL NAILS W/.0915' SHANK DIA. 4 14' HEAD DIA. SPACED S' 0.C. ALONG STUDS 4 PLATES. EXPOSED FASTENER HEADS AND WALLBOARD JOINTS MUST BE TREATED W/(2) COATS OF GYPSUM COMPOUND. A MIN. 2' PAPER, PLASTIC OR FIBERGLASS TAPE MUST 13E EMBEDDED IN FIRST LAYER OF COUMPOUND OVER WALLBOARD JOINTS. i7•T•T•7•% e IlEREMIN 1111' 0. II i 1 ......1 aiiiie 'ww448841P41111- I• 11$1 I...ki , , _.PR qmir SOLID TIGHT FITTING TRUSS BLOCKING (SEE DETAIL THIS SHEET FOR EAVE VENTING) 2x8 FASCIA BOARD 7f6' LP® FLAMEBLOCK0 FIRE -RATED OSB SHEATHING: W/1.5mm PYROTITE LAMINATE APPLIED TO ONLY ONE FACE OF WOOD PANEL. SHEATHING MUST BE INSTALLED VERTICALLY W/HORIZONTAL JOINTS BLOCKED 4 W/PYROTITE LAMINATE FACING THE OUTSIDE 4 MUST BE ATTACHED TO THE STUDS W/1' 6c1 COMMON NAILS SPACED 6' OC. AROUND PERIMETER 4 12' O.0 IN THE FIELD. 5112' THICK NOMINAL 3 PCF DENSITY UNPAGED MINERAL FIBER BATT INSULATION FRICTION FIT BETWEEN THE WOOD STUDS, GROSS -BRACING 1 TOP/BOTTOM PLATES. WEATHER BARRIER FASTENED OVER THE SHEATHING USING SUFFICIENT FASTENERS TO PREVENT AIR POCKETS IN THE WRAP EXTERIOR WALL COVERING: 1. FIBER CEMENT BOARD 2. T1-11 SIDING 3. WOOD FIBER PANEL 4. CEMENT PLASTER (STUCCO) 5. STEEL SIDING DESIGN: (ICC -ES REPORT - ESR -1365) WALL TYPE 4.3.4 - 1 HR EXTERIOR WALL ASSEMBLY NO SCALE MIN. 6x6 PT POST 716 LP® FLAMEBLOCK0 FIRE -RATED 0S3 SHEATHING OR %I TYPE 'X' GWS SHEATHING SIDING OR TRIM PER PLAN 140 OCALE POST DETAIL FOR STRUCTURES LESS THAN 5' FROM PROPERTY LINE W/ IN 36' 1 Ilia Fris AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING ��---- 2xS FASCIA BOARD 2x STUDS PER PLAN Ifd,' SHEATHING EXTERIOR WALL COVERING PER PLAN NO SCALE EAVES 4 WALL WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 !ABLE 8302.1 EAVES WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 TABLE R302.1 - ROOFING TO SE 235' IN COMPOSITION SHINGLE WITH 150 FELT - 61-1EATHING TO BE 1/2' 24/0 PLYWOOD - ALL ROOF FLASHINGS TO BE MIN. 26 GAUGE GALVANIZED STEEL. - ROOF DRIP EDGES PER SEC. 89052.85 PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MIN. 2' OVERLAP. 2x SCREENED EAVE VENT BLOCKS W/(4) 2 1s' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE I' MIN. AIR SPACE. 12 HOUR FIRE -RESISTIVE DETAILS 111111 11 !iiiiiiili/11111111 ----‘41111111111111‘viN m‘v. 12 STAIR NOTES: PER IRC R311.1 • STRINGERS TO BE FIRE ®LACKED AT 130T14 TOP AND BOTTOM • ALL USABLE SPACE WDER STAIRS TO 13E 1 HOUR CONSTRUCTION. MA)X9 RISE TO BE 1-3/4'. MINIMUM RLN TO BE 10'. MINIMUM HEAD I4EIGHT TO BE 6'-8'. MINII121 STAIR WIDTH TO BE 36'. PROVIDE CONTIM10U6 HAND RAIL 34' TO 38' OFF TREAD NOSING MD MUST EXTEND BEYOND BOTTOM TREAD. PROVIDE GUARD RAILS AT LANDINGS, OPEN SIDED WALKING SURFACE, STAIRS, RAMPS, PORCHES, OR BALCONIES MIN. 36' HIGH W/ CLEAR SPACE PER R312.1.1 AND R312.12 HAMGRIP PORTION OF HANDRAIL SHALL BE NOT LESS 11/4' NOR MORE THAN 2' IN CRABS SECTIONAL DM WINDING TREADS PER IRC R31L1B2J SPIRAL STAIRS PROVIDE MIN 1 1/2' RAN e A POINT 12' FROM WHERE TREAD 18 NARROWEST PER IRC R31L1.10J • • • 4' SPHERE SHALL - HOT PASS THROUGH CONT. HANDRAIL 34'-38' ABOVE TREAD NOSING. PICKETS PER IRC ON OPEN SIDE 1' Pt RISERS P.T. 2X12 TREADS TOSTRINGERS 36'X364' IN. i HANDRAIL TO BE PRESENT GN ON AT !.EAST OWE 810E GF STAIR HANDGRIP PORTION OP HANDRAILS HAVE CIRCULAR CROSS SECTION 11IN. 4 2' MAX. EDGES 64441-L HAVE A MIN. RADIUS GF 1b'. ALL REQUIRED GUARDRAILS TO BE 36' MN. 114 14EIGHT. OPENINGS FOR REQUIRED GUARDS CN THE SIDES CP STAIR TREADS SHALL NOT ALLOW A SPHERE 4 N0B6 (122) TO PASS TIW.121•L PER 831213 a4n11141:14 MAX fm' MIN. TREAD 6' SPWERE UNABLE TOP THROUGH OPENING BELOW STAIR INSTALL It' Gul3 • CEILING, AND WALLS (3) 2x12 STRINGERS FIRE ELOCK3 3 • MID -SPAN AM NMUD WALLS A1126AND NLINE UmH STRN3ER6 P NQEA UNDER 2X4 THRUST BLOCK STAIRS IS UNIIHISIED INTERIOR DECK JOISTS PER PLAN DBL JST ATEA. STRINGER 3-2X12 Pt STRINGERS RIOR 141,. 35 ,-- •---- •___;------Ak . i. AT LEAST\‘ .0 4 \‘%� ORE THAN 50% OF REQUIRED ''ENtS SH `* B IN UPPER PORTION OF VENTILATED "��_✓• CE (NO MORE THAN 3' BELOW THE RIDGE OR T POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. MANUF TRUSSE I✓%' O.C. SEE ROOF FRAMING PLAN GRADE GOVESEEP PORCH POINVE‘ R-38 INSULATION H16+1 DENSITY ENTRY BEV 1. V. MIN. 6x6 PT POST 716 LP® FLAMEBLOCK0 FIRE -RATED 0S3 SHEATHING OR %I TYPE 'X' GWS SHEATHING SIDING OR TRIM PER PLAN 140 OCALE POST DETAIL FOR STRUCTURES LESS THAN 5' FROM PROPERTY LINE W/ IN 36' 1 Ilia Fris AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING ��---- 2xS FASCIA BOARD 2x STUDS PER PLAN Ifd,' SHEATHING EXTERIOR WALL COVERING PER PLAN NO SCALE EAVES 4 WALL WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 !ABLE 8302.1 EAVES WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 TABLE R302.1 - ROOFING TO SE 235' IN COMPOSITION SHINGLE WITH 150 FELT - 61-1EATHING TO BE 1/2' 24/0 PLYWOOD - ALL ROOF FLASHINGS TO BE MIN. 26 GAUGE GALVANIZED STEEL. - ROOF DRIP EDGES PER SEC. 89052.85 PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MIN. 2' OVERLAP. 2x SCREENED EAVE VENT BLOCKS W/(4) 2 1s' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE I' MIN. AIR SPACE. 12 HOUR FIRE -RESISTIVE DETAILS 111111 11 !iiiiiiili/11111111 ----‘41111111111111‘viN m‘v. 12 STAIR NOTES: PER IRC R311.1 • STRINGERS TO BE FIRE ®LACKED AT 130T14 TOP AND BOTTOM • ALL USABLE SPACE WDER STAIRS TO 13E 1 HOUR CONSTRUCTION. MA)X9 RISE TO BE 1-3/4'. MINIMUM RLN TO BE 10'. MINIMUM HEAD I4EIGHT TO BE 6'-8'. MINII121 STAIR WIDTH TO BE 36'. PROVIDE CONTIM10U6 HAND RAIL 34' TO 38' OFF TREAD NOSING MD MUST EXTEND BEYOND BOTTOM TREAD. PROVIDE GUARD RAILS AT LANDINGS, OPEN SIDED WALKING SURFACE, STAIRS, RAMPS, PORCHES, OR BALCONIES MIN. 36' HIGH W/ CLEAR SPACE PER R312.1.1 AND R312.12 HAMGRIP PORTION OF HANDRAIL SHALL BE NOT LESS 11/4' NOR MORE THAN 2' IN CRABS SECTIONAL DM WINDING TREADS PER IRC R31L1B2J SPIRAL STAIRS PROVIDE MIN 1 1/2' RAN e A POINT 12' FROM WHERE TREAD 18 NARROWEST PER IRC R31L1.10J • • • 4' SPHERE SHALL - HOT PASS THROUGH CONT. HANDRAIL 34'-38' ABOVE TREAD NOSING. PICKETS PER IRC ON OPEN SIDE 1' Pt RISERS P.T. 2X12 TREADS TOSTRINGERS 36'X364' IN. i HANDRAIL TO BE PRESENT GN ON AT !.EAST OWE 810E GF STAIR HANDGRIP PORTION OP HANDRAILS HAVE CIRCULAR CROSS SECTION 11IN. 4 2' MAX. EDGES 64441-L HAVE A MIN. RADIUS GF 1b'. ALL REQUIRED GUARDRAILS TO BE 36' MN. 114 14EIGHT. OPENINGS FOR REQUIRED GUARDS CN THE SIDES CP STAIR TREADS SHALL NOT ALLOW A SPHERE 4 N0B6 (122) TO PASS TIW.121•L PER 831213 a4n11141:14 MAX fm' MIN. TREAD 6' SPWERE UNABLE TOP THROUGH OPENING BELOW STAIR INSTALL It' Gul3 • CEILING, AND WALLS (3) 2x12 STRINGERS FIRE ELOCK3 3 • MID -SPAN AM NMUD WALLS A1126AND NLINE UmH STRN3ER6 P NQEA UNDER 2X4 THRUST BLOCK STAIRS IS UNIIHISIED INTERIOR DECK JOISTS PER PLAN DBL JST ATEA. STRINGER 3-2X12 Pt STRINGERS RIOR 141,. 35 ,-- •---- •___;------Ak . i. AT LEAST\‘ .0 4 \‘%� ORE THAN 50% OF REQUIRED ''ENtS SH `* B IN UPPER PORTION OF VENTILATED "��_✓• CE (NO MORE THAN 3' BELOW THE RIDGE OR T POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. MANUF TRUSSE I✓%' O.C. SEE ROOF FRAMING PLAN GRADE GOVESEEP PORCH POINVE‘ R-38 INSULATION H16+1 DENSITY ENTRY BEV OOM 2 FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) R-401 INSULATION MASTER 5ATH • NO SCALE AL STAIR DETAIL AND NOTES FIRE BLOCKING AND DRAFTSTOPPING PER SEC. 302.11 4 302.12 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: A. VERTICALLY AT THE CEILING 4 FLOOR LEVELS B. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0' 2. AT ALL 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 FRES PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. TYP. INT. WALL (2) 2x4 TOP iE 1/2' GWS 2x4 STUD 16' OAC. 2x4 BOT. IE 61AT ROOM FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) TYPICAL EXTERIOR WALL (2) 2x6 TOP IE 2x6 STUDS m 16' O:C. 1/2' SHt'G (APA RATED 24/0) WATER PROOF BARRIER EXTERIOR SIDING PER ELEVATION R-21 INSULATION UJ/ CONT. VAPOR BARRIER (WARM SIDE) TIGHTL INE FOUNDATION DRAIN: 4' DIA. PERF. PIPE PEA GRAVEL FILL WRAP W/ FILTER FABRIC C 1' GOVeset) PATIO 6 MIL VISQUEEN VAPOR BARRIER THROUGHOUT CRAWLSPACE. LAP SPLICES 12' MIN. GRAINLSPAGE rrrrrrrrrrrrr BUILDING SECTION 3/8"=1'-O" COPYRIGHT 2014 Landmark Design Ino. ALL RIGHTS RESERVED =dao GRADE • ntr� . REII••.r,` D FOR BODE C 4 ,,,- LIANCE aC! INVED ar-tEP 2017 Cit. a wiIa RUILDIN VisipN 4' CONC. SLAB RECEIVED CITY OF TUKWILA SEP 0 5 2017 PERMIT CENTER PREVENT WOOD TO CONC. CONTACT W/ CONT. FLASHING OR APPROVED MEMBRANE STUB 04 BARS INTO CONC. SLAB 0 IS' O.C. 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L2B-2672-2L Date: 8-21-1i 5 \ 1 / / / S.D. \ E--1 L_J 1 \ L JL —4r cik 1 i J 1 11011 S.D. 0 \-c3 WP / / / / 100 CPM VEOS p / / p / TO L TO LT ABOVE UPPER FLOOL.TIAL COPYRIGHT 2007 Landmark Daalgn Ina. ALL RIGHTS RESERVED N / HAIN FLOOR ELTRIAL 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 WIRNG. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 FOOT-CANDLE MEASURED At THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL TI4E 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 SE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POUTER FROM THE BUILDNG 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 CODE COMPLIANCE APPROVED SEP 27 2017 City of Tukwila BUILDING DIVISIC RECEIVED CITY OF TUKWILA SEP 0 5 2017 PERMIT CENTER ELECTRICAL KEY ERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET CO11130. EXT. FAN (VTOS) 4 LIGHT COMBO SMOKE ALARM - CARBON MONO. Det. 110 V W/ BATTERY BACKUP CABLE T.V. JACK PI-IONE UNDER COUNTER LIGHTS GAS OUTLET HOSE BIBB „��� . FAN VTOS �,n L�J ► Erre V UC • 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L2B-2672-2L Date: 8-21-1l 6 ENE4L STRUCTURAL NOTES ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, WITH WASHINGTON STATE AMENDMENTS. DESIGN LOADS: ROOF LIVE LOAD 25 PSF (SNOW) DEAD LOAD 15 PSF FLOOR LIVE LOAD 40 PSF (RESIDENTIAL) DEAD LOAD 10 PSF WIND BASIC WIND SPEED 110 MPH (3 SECOND GUST, ULTIMATE LOAD) RISK CATAGORY II, EXPOSURE B, Kz, : 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D 56 = 1.5 - IBC FIGURE 16133(1) 506: 1.0, IE = 1.0, R=6.5 C6 = 0.154 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SURFACES SHALL BE INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. FOUNDATIONS: PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1,500 PSF BEARING CAPACITY (ASSUMED) BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 1'-6" BELOW OUTSIDE FINISHED GRADE. BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. CONCRETE: THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2015 EDITION. MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER USE MINIMUM F'c = 3,000 PSI WITH 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 52 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 41/2% ±1.5% BY VOLUME. MAXIMUM SIZE OF AGGREGATE IS 116". ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOUJN OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR BUILDING INSPECTOR VERIFICATION. REINFORCING STEEL: ALL ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 60 (Fy = 60,000 PBI) DEFORMED BARS IN ACCORDANCE WITH ASTM SPECIFICATION 4-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1'-6" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CHAIRS, SPACERS, OR TIES AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT. MINIMUM CONCRETE COVER FOR REINFORCING STEEL: USE PROTECTION SLAB AND WALL BARS: INTERIOR FACES EXPOSED TO WEATHER OR EARTH FOOTING BARS 11,2" 11/2" (45 AND SMALLER) 2" (46 AND LARGER) 3" TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DF°2 OR BETTER POSTS D 12 OR BETTER 2x FRAMING 1- 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 4UJPA M4. MAINTAIN MINIMUM 6" CLEAR BETWEEN UJOOD AND EXPOSED EARTH. MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND NON -TREATED WOOp AT EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC 2304.10.5. ALL MINIMUM NAILING SHALL BE PER 15C TABLE 2304.10.1 UN.O. MACHINE BOLTS TO BE A-301. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITI-1 STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICC APPROVED EQUAL. ALL HANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED. GLUED LAMINATED UJOOD MEMBERS: GLUED LAMINATED UJOOD BEAMS (GLIB.) TO BE 114 ACCORDANCE WITH ANSI/AITC STANDARD 4190.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER USE STRESS GRADE COMBINATION 24F -v4 (Fb = 2,400 P6I) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS 614ALL BE CAMBERED ON A 3500' RADIUS UN.O. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER 51-I4LL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER AITC STAMP AND CERTIFICATION REQUIRED. PREFABRICATED JOISTS: JOISTS SHALL BE AS NOTED 014 THE PLANS AND AS MANUFACTURED BY TRUSS JOIST WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRICTION LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL 1445 BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER PARALLEL_ STRAND LUMBER (DSL): PARALLEL STRAND LUMBER (PSL) TO BE BY TRUSS JOIST WEYERHAEUSER (PARALLAM) OR APPROVED EQUIVALENT (Fb = 2,900 P61, E = 2.0 x 106 PSL) MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN ESR -1381. BEARING LENGTH 5I4ALL NOT BE LESS THAN P/4". DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER. BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 4x8 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5'-0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d 9 12" 0.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAIL WITH 16d a 8" 0.C. SHEAR WALLS: ALL SHEAR WALL SHEATHING NAILING AND ANCHORS 51-IALL BE 45 DETAILED ON THE DRAWINGS AND NOTED IN THE SHEAR WALL SCHEDULE. USE APA RATED SHEATHING (24/16) WITH A MINIMUM PANEL EDGE NAILING OF 8d a 6" 0.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED BOX NAILS. FASTENERS IN PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. DESIGNATED 3x FRAMING MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d • 12" O.C. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' L5TA24 CONNECTOR UNA. FLOOR AND ROOF FRAMING: DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SHAKES. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL OPENINGS 114 FLOORS AND ROOFS UNA. PROVIDE SOLID BLOCKING AT RIM JOISTS BELOW CONCENTRATED LOADS FROM ABOVE. APPLY 34" RATED 51-E THIN � (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH ad 0OMMON OR GALVANIZED BOX NAIL AT x0C. AT ALL SUPPORTED EDGES AND 8d COMMON OR GALVANIZED BOX NAILS AT 12" 0.0. AT INTERIOR SUPPORTS. APPLY lie" RATED SHEATHING (24/16) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT 6" 0.C. AT SUPPORTED EDGES AND 8d COMMON OR GALVANIZED 150X NAILS AT 12" OC. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGER PANEL EDGES. FLOOR AND ROOF TRUSSES: TRUSSES TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI/TPI 1-2014. THE TRUSS CALCULATION PACKAGE SHALL BE PRE ARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WOW OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS. EACH TRUSS SHALL BE PLANT FABRICATED AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICC APPROVED AND LOADS SHALL BE IN ACCORDANCE WITH THE RECOMMENDED ALLOWABLE LOADS. MANUFACTURER 61-IALL PROVIDE ALL TRUSS -TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. FABRICATOR SHALL SUBMIT 61-1OP DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION AND VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE CONSTRICTION DRAWINGS AND INDIVIDUAL TRUSS DRAWINGS. GENERAL CONSTRUCTION NOTES: ALL CONSTRICTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE J05 SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR 51-IALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR 51-IALL 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 61-IALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK 514OLIN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER SN °AR WALL SGN°DUCE MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR 5OLT5 (3) REMARKS (4, 5) #46> 1/2" CDX OR 085 8d e 6" 0.C. 543" 9 60" 0.C. Qa I I = 230 PLF ff> 1/2" CDX OR OSB 8d 64" OC. 5/8" 6 32" 0.C. Qall = 350 PLF rili* 1/2" CDX OR 058 ea 6 3" OC. 5/8" e 16" OC. Qa I I = 450 PLF USE 3x STUDS AT ABUTTING PANEL EDGES E STAGGER NAILS 1/2" CDX ad 0 2" O.C. Sig" e16" O.C. Qall = 600 PLF D OR 058 USE 3x STUDS AT ALL PANEL EDGES 4 STAGER NAILS R SEE DETAIL 12 / 52.0 FOR CONSTRUCTION NOTES 1) ALL WALLS DESIGNATED" D" ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH RATED SHEATHING (24/0) 414D NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. NAILING AT T1-11 PANELS 5HALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT INTERMEDIATE FRAMING TO BE AT 12" 0.C. NAILING NOT CALLED OUT SHALL BE PER 15C TABLE 2304.9.1. NAILING IN PRESERVATIVE TREATED LUMBER SHALL BE STAINLESS STEEL OR OF RIOT -PIPPED ZINC -COATED GALVANIZED STEEL PER A5111 4153. 2) HOLDOWNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR ICC APPROVED EQUAL TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM. 3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 1" INTO CONCRETE. WAST -(ERS TO BE 3" x 3" x 14" PER IBC SECTION 230832 AND OF 140T -PIPPED ZINC -COATED GALVANIZED STEEL 114 ACCORDANCE WITH ASTM 4153. 4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DESIGN 114 ACCORDANCE WITH IBC SECTION 2306.3. 5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16cl e 12" 0C. STAGGERED. A LSTA30 - NPR 4 SILL TO 3x 13LOOCIM. (TYP. 2 PLACES) x 9 /iiia 1ii7i7i1i7iiiiiii/11/i7i4i7iiiiii4 n L uFPeR Fk..00R A = 1,418 SQ FT P6c2 - GRDER TO TOP PLATE I_STA30 -1NOR 4 811.1. t0 3x BLOCKING. (TYP 2 PLACES) 4x12 I.8tA30 - BEAM TO TOP PLATE x 165 GLB 4x12 x105GL8 5'44xI114PSL MAIN FLOOR A = 1,253 $Q FT .,,.,,,,.,.,,, j\,,,,,,,,,,,,„,,,,, B A = 312 SQ FT 514 x 18 GLS (TYP 01- 3) 5 REVIEWED FOR CODED ROVE© CE A SEP 2'7 2011 City of Tukwila BUILDING DIVISION RECEIVED CITU OF TUKWILA SEP 0 5 2017 PERMIT CENTER Y,T T 2011, SEGA ENGINEERS 0 .4 0 OD CO m cd a 0 • 22939 SE 292nd Place (360) 886-1017 d z ua Z STUCTUAL JOS 09-059 lie" RATED 5l-IEATHING Sd 6" O.G. 2x VENTED BLOCKING. END NAIL TO TRUSS e EACH END w/ (2) 8d. SHEATHING AND NAILING PER PLAN OR SCHEDULE. SPLICE TO OCCUR ON COMMON MEMBER OR BLOCKING 141 FRAMING ANCHOR EACH TRUSS. USE H10A-2 AT DBL TRUSS. TRUSS PER PLAN DBL 2x TOP PLATE. LAP SPLICE 41-0" MIN. 4 NAIL w/ 16d e 6" O.C. STAGGERED 2x FRAMING PER PLAN. (BEAM AT SIM) TYPICAL ROOF FRAMING CONNECTION SCALE: In • Icon lis" RATED SHEATHING 8de6"O.C. (4" O.C. e 41=1114/.4 414114,411M1441,4111,, II/ MIMI .a.',4.1•1•44.11110,4414/144.4411141•1 GABLE END TRUSS. DBL 2x TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ 16d e 6" O.C. STAGGERED. SHEATHING 4 NAILING PER PLAN OR SHEAR WALL SCHEDULE. ■ I•r/V.4111444.64111•11114/4•111111/44M1, 1,./1111141,//. Kr 1 A35 48" 0.C. (USE 24" 0C. AT SIM.) 2x BRACE PER TRUSS SUPPLIER OR 48" O.C. SECURE w/ 434 EACH END. 2x FRAMING PER PLAN. (HEADER 6 SIM.) ROOF FRAMING 6 GABLE END 52.0 SCALE: 111 • II -On EXTERIOR SHEATHING PER PLAN OR SCHEDULE 8cde4"0C. 2x BLOCKING w/ I6d a 8" OC. 1/2" RATED SHEATHING RAFTER OR TRUSS PER PLAN w/ (2) 8d TO 2x BLOCKING NOTE: SEE ARCH FOR FLASHING REQUIREMENTS. 2x BLOCKING w/ (2) Sd TO 511.1D EACH END 2x STUD PER PLAN LOUDER ROOF FRAMING 6 SHEAR WALL SCALE: I" • 11-0" 1/2" RATED SHEATHING w/ Sd 6 4" 0.C. TO FRAMING TRUSS PER PLAN DBL 2x TOP PLATE. (BEAM AT SIM.) NOTE: TRUSS TO DEVELOP CAPACITY OF CONNECTOR / /,,AirzaWIPNjlr� J110■MINIMI•► illE1V111111MII•I•imp"� 2x STUD (NOT a SIM) CONNECTOR STRAP PER PLAN. NOTE: INSTALL CONNECTOR PRIOR TO PLACING COMMON TRUSSES DRAG STRUT CONNECTION 52.0 SCALE: 1" • 1'-0" 0 'tum U N cc) Q MSTC HOLDOWN STRAP PER PLAN 51-1EATHING 4 NAILING PER PLAN. SPLICE TO OCCUR 014 COMMMON MEMBER OR BLOCKING 2x FRAMING PER PLAN. (BEAM AT 6111) SOLE PLATE NAILING. USE 16d a 16" 0.C. MIN. SOLID RIM JOIST (3) 8d JOIST -TO -TOP PLATE UN.O. MAINTAIN MIN.1iz" END DISTANCE. 34" SUBFLOOR JOIST 11111.1 PER PLAN 2x DBL TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ 16d a 6" OC. STAGGERED. TYPICAL FLOOR FRAMING CONNECTION SCALE: 1" • 11-0" 2x JOIST PER PLAN 8d 64"OC. rard..arr/AM,/, orar,~7 rgiim 34" SUBFLOOR 2x BLOCKING w/ 435 FRAMING ANCHOR AT 6" OC. TO TOP PLATE. SHEATHING 4 NAILING PER PLAN OR SCHEDULE. 2x FRAMING PER PLAN. (BEAM AT 6111) I - FRAMING AT INTERIOR SHEAR WALL SCALE: 1" • 11-0" SHEATHING 4 NAILING PER PLAN OR SCHEDULE. SPLICE TO OCCUR ON COMMON MEMBER OR BLOCKING. MSTC HOLDOWN PER PLAN 16d 6 16" 0.C. SOLE PLATE NAILING. 8d a 6" OC. UNO 34" SUBFLOOR T — JOIST PER PLAN LU5210 HANGER BEAM PER PLAN SMEAR WALL FRAMING AT BEAM SCALE: 1" • 11-0" 16d 6 16" 0C. SOLE PLATE NAILING. 8d 9 6" 0.C. UNO �34" SUBFLOOR JOIST PER PLAN BEAM PER PLAN SMEAR WALL FRAMING AT FLUSH BEAM SCALE: 1" • 11-0" 61-1EATHING 4 NAILING PER PLAN OR SCHEDULE MSTC HOLDOU N PER PLAN 16d e 4" 0.C. SOLE PLATE NAILING. Sd96"0.C.UNO 3�4" SUBFLOOR JOIST PER PLAN LU5210 HANGER BEAM PER PLAN SHEAR WALL FRAMING AT FLUSH BEAM SCALE: 1" • 11-0" SHEATHING 4 NAILING PER PLAN OR SCHEDULE I6d ' 8" O.C. SOLE PLATE NAILING. Sd g 6" O.C. UNO 34" SUBFLOOR te. ".— �rrrrr�rrrrrrrrrrrr. YI'1 1 ►►,1 L JOIST PER PLAN BEAM PER PLAN SHEAR WALL FRAMING AT FLUSH BEAM SCALE: 1" • I1-0" DBL 2x TOP PLATE HDR PER PLAN. TRIMMER STUD(6) KING STUD LSTA STRAP PER PLAN. CENTER ON TRIMMER OR KING STUD. (TYP) 2x SILL PLATE f liz" RATED SHEATHING 4 NAILING PER SCHEDULE. 1+ . • L. . 3x BLOCKING (TYP) SHEAR WALL FORCE TRANSFER DETAIL SCALE: I" • 11-0" Sd 6 6" 0.C. SUBFLOOR PER PLAN AC POST CAP 2x BLOCKING w/ (3) 8d TOE -NAIL TO 4x BEAM 4 (2) Sd TO JOISTS. JOIST PER PLAN 4x4 PT POST (4x6 AT SPLICE) MAB ANCHOR (ALT. 434 ANCHOR TWO SIDES)� FTG PER PLAN FINISH GRADE 1 18" 12" MIN. MIN. FLOOR FRAMING AT CRAWL SPACE SCALE: 1" • 11-0" L6TA24 STRAP (FAR SIDE) 2x TOP PLATE HDR PER PLAN. E>CTEND OVER PANEL TO KING STUD. 10'-0" MAXIMUM 16" MINIMUM TOP OF STEM WALL ELEV. VARIES STH1)14 HOLDOWN UNO. tAl I:1 4 4 4 4 4 4 4 NAIL SHEATHING TO HDR 7- w/ 8d 6 3" 0.C. EACH WAY. F FASTEN TOP PLATE TO HEADER w/ (2) ROWS 16d AT 3" 0.C. 4 7-(2) 2x STUDS (TYP.) + 4 i 4 4 , ++++++++++T4 + 4 + 4 + 4 4 4 + + + ,+ ++ + + + 4 4 4x BLOCKING e MIDDLE 24" IF REQUIRED. maw a.4•4 4.4110 444.44 4 REVIEWED FOR CODE COMPLIAN( 1/2" RATED SHEATHING (2f' /0 E1 F)3OVED NAIL w/ (2) ROWS Sd 0 3 PANEL EDGES. (2) 2x PLATE. 5HT'G TO err o.C.$�� 2 7 2017 City of Tukwila 'BEAMING .DING DIVISI AP, • a".... • " T T L SEP 052017 PERMIT CENTER 2x FT SILL (2) 5/84 ANCHOR BOLT w/ MIN. 1" EMBEDMENT 4 3" x 3" x 14" GALVANIZED 1E WASHER FOUNDATION PER PLAN. MIN. 8" THICK STEM WALL w/ +�4 BAR HORIZ. TOP 4 BOTTOM. PORTAL FRAME PANEL SCALE: NONE GI -1T 2011, SEGO ENGINEERS 0 0 0 411 I i ai co s. a) a a CAffl 1 w Q 1 II `n V S2�o JOE3 09-ID$9 0 2x STUD PER PLAN. USE MINIMUM, (2) 2x STUD ENDS OF SHEAR MALLS 4 H010010\15. SEE SHEAR MALL SCHEDULE FOR 3x STUDS. 51-1EATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMON MEMBER OR BLOCKING. I6d 6 16" OC. SOLE PLATE NAILING. 34" SHEATHING ANCHOR BOLT w/ 3"x3"x'4" WASHER SEE SCHEDULE FOR SIZE 4 SPACING.USE 8484 AT 60" O.C. UN.O. 2x PT SILL 6" MIN. (NOT 6 6.O.G.) 4 FINISH GRADE 12" CIAX. a SIM) 1'-6' MIN 2'-6" MAX. 4 AR - HORIZ. STHD HOLDOUN PER PLAN. 04 L BAR 9 24" OC. - VERT. D . 04 BAR CONTINUOUS J' /-8"----/ I'-4" FOUNDATION AT CRAWL SPACE SCALE: 1" • 1'-0" 2x STUD PER PLAN. USE MINIMUM (3) STUDS a HOLDOUNS. FACE -NAIL w/ 16d 6 12" O.0 EACH SIDE. SHEATHING 4 NAILING PER SCHEDULE • HDUS HOLDOUN PER PLAN. SEE SUPPLIER PRODUCT GUIDE FOR INSTALLATION DETAILS. SUBFLOOR JOIST PER PLAN. 1 NOTE: SEE TYPICAL FOOTING DETAIL FOR ITEMS IN COMMON. 2" 2x PT SILL w/ ANCHOR BOLT 4 3" x 3" x 1/4" GALVANIZED PLATE WASHER 1"4A36 ROD w/ DBL NUT 4 i? x 3" x 3" WASHER .' A ASSEMBLY . • __ I-4DU NOLIDOUJN a6 FOUNDATION (5) 2SCALE: 1" . 1'-0" SHEATHING 4 NAILING PER PLAN OR SCHEDULEN 04 BAR CONT. FINISH GRADE OR SLAB ON GRADE STHD HOLDOUJN PER PLAN MN. all 1 2x STUD PER PLAN. USE DBL STUD AT END O1= SHEAR MALLS 4 HOLDOUNS. SEE SHEAR WALL SCHEDULE FOR 3x STUDS. 4" SLAB ON GRADE OVER MIN. 6 MIL VAPOR BARRIER 1'-4" FOUNDATION AT 6LA5 ON GRADE SCALE: 1" = 1'-0" 9 • 2x PT SILL w/ ANCHOR BOLT 4 3" x 3" x 14 WASHER PER PLAN OR SCHEDULE. USE 3i8". 6 60" OC. MIN. 04 [BAR 6 24" OC. - VERTICAL •4 BAR CONT. 2 STEM WALL 0" Q 8" < al . • CONTINUOUS FTG. REINFORCEMENT 1'-0" MINIMUM –7( a A 1 2 MAX. STEPPED FOOTING DETAIL SCALE: 1" • 1'4" 1 MSTC40 HOLDOUN. ALIGN WITH EMBEDDED STHD TYPE HOLDO01 BELOW. SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMON MEMBER OR BLOCKING SHEATHING 4 NAILING PER PLAN. MATCH WALL ABOVE UN.O. 16d 6 16" OC. SOLE PLATE NAILING. 34" SUBFLOOR (3) Sd JOIST -TO -TOP PLATE U.N.O. MAINTAIN MN. 11/2" END DISTANCE. 6'-0" MAX. FINISH GRADE 18" MN r 8" 1 G J 2 x 6 STUD 6 16" OC. USE DBL STUD e ENDS OF SHEAR WALLS 4 HOLDOWNS. 10'-0" MAX. 2x NAILER AND PT SILL w/ $/8" 4 ANCHOR BOLT 4 3" x 3" x 1/4" WASHER AT 5'-0" OC. UN.O. (ALT. MASA e 48" OC.) STHD TYPE HOLDOUN PER PLAN. 04BARe 10"O.C.-HORIZ. 2'-0" *4 LBAR 6 16" OC. - VERT. MAXIMUM FINISH GRADE 1 1'-4" I8" *4 BAR CONTINUOUS MINI'1UM (TIP OF2) CRIPPLE WALL UJITII-4 5ACKFILL FOUNDATION SCALE: 1" • l'-0" ttt, REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 7 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 0 5 2017 PERMIT CENTER T 2011 SEGA ENGINEERS <II: Q <II:0 x_2.1 JOS (d9-059 J