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Home My WebLink AboutPermit D16-0326 - MACADAM - LOT 1 - NEW SINGLE FAMILY RESIDENCEMACADAM -LOT 1 13816 MACADAM RD S D16-0326 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov COMBOSFR PERMIT 1523049072 Permit Number: 13816 MACADAM RD S Project Name: MACADAM - LOT 1 Issue Date: Permit Expires On: D16-0326 3/27/2017 9/23/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name:. Address: JK MONARCH PO BOX 188 , PUYALLUP, WA, 98371 FILIPP KAPUSTIN PO BOX 188 , PUYALLUP, WA, 98371 JK MONARCH LLC PO BOX 188 STE C, PUYALLUP, WA, 98371 License No: JKMONML874NA Lender: Name: JK MONARCH Address: PO BOX 188, PUYALLUP, WA, 98371 Phone: (253) 722-4864 Phone: (253) 840-5660 Expiration Date: 8/1/2017 DESCRIPTION OF WORK: CONSTRUCT A NEW 1506 SQ FT SINGLE FAMILY RESIDENCE WITH A 384 SQ FT ATTACHED GARAGE AND A 66 SQ FT COVERED DECK. Project Valuation: $210,847.78 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: V -B Electrical Service Provided by: TUKWILA Fees Collected: $8,440.36 Occupancy per IBC: R-3 Water District: 125 Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: 1 Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 10 Fill: 10 Number: 0 1 1 Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Na e: s Date: —kip... -21/ 7 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: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 2: 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). 4: 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) 5: 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) 6: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 3: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 7: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 8: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 9: ***PUBLIC WORKS PERMIT CONDITIONS*** 10: Schedule and attend a Preconstruction Meeting with the Public Works Department (Dave Stuckle, Public Works Inspector and ( , Planning Division), prior to start of work under this permit. To schedule, call Public Works at (206) 433-0179. 11: 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. 12: 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. 13: 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. 14: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 15: 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. 16: 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. 17: Any material spilled onto any street shall be cleaned up immediately. 18: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 19: 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. 20: The Land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 10 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 21: 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. 22: 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. 23: Applicant shall obtain water meter from Water District #125 (206-242-9547). Since Water District #125 doesn't inspect water pipe downstream of meter, City of Tukwila inspection is required. 24: Applicant shall obtain sanitary side sewer permit from Valley View District (206-242-3236). 25: 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'. 26: All conditions of the short plat approval shall be met. See permit nos. , and , a portion of which is part of this submittal. The Geotechnical Engineer shall provide certification on a lot by lot basis that the work has been completed in accordance with all geotechnical recommendations. 27: Since the house must have a fire sprinkler system installed, it shall be verified in writing to the Public Works Inspector that the fire loop system for the building contains a WA State Department of Health approved Double Check Valve Assembly (DCVA). This shall be done prior to final inspection. Refer to attached Public Works Details for 1" FIRE/DOMESTIC SERVICE and/or 1" FLOW-THROUGH SYSTEM. Backflow device is optional if a FLOW-THROUGH SYSTEM is installed. Coordinate with the Public Works Inspector. 28: Owner/Applicant shall contact the local postmaster regarding location of mailbox(es) installation. Location of mailbox(es) installation shall be coordinate with Public works. 29: 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. 30: 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. 31: ***BUILDING PERMIT CONDITIONS*** 32: 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. 33: 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. 34: 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. 35: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 36: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 37: All wood to remain in placed concrete shall be treated wood. 38: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 39: 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). 40: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 41: 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. 42: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 43: (2) No work shall occur within sensitive area buffers. The wooden fence separating each lot from the sensitive area shall remain. (3) A sensitive areas sign shall be installed on the fence in the area corresponding to the back yard for each lot. 44: (1) Driveways shall be as approved as part of the short plat and shall conform with recorded easements. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5180 BACKFLOW - FIRE 1700 BUILDING FINAL** 5000 CURB, ACCESS, SDW 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0201 FOOTING 0200 FOUNDATION WALL 0409 FRAMING 0708 GAS FIREPLACE INSERT 2000 GAS PIPING FINAL 0606 GLAZING 5040 LAND ALTERING 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0608 PIPE INSULATION 1500 PLANNING FINAL 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 9002 ROUGH -IN GAS PIPING 0701 ROUGH -IN MECHANICAL 8005 ROUGH -IN PLUMBING 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 5100 STREET USE 0412 UNDERFLOOR FRAMING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKbi 4 Communi67 Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Combination Permit No. 10 !6- 03 2 -co Project No.: Date Application Accepted: `)----` _ O Date Application Expires: (For office use only) COMBINATION PERMIT APPLICATION - NEW SINGLE FAMILY Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION 3z3 King Co Assessor's Tax No.: IS -2 3Oy 9 tom. Site Address: 13 a l(o Mac A dccvH -. of . S PROPERTY OWNER Name: F\ k p Q ka ti,„ v1 Address: P O, goK l$ 8 Name: S k tvcovtcr.trCt„ Phone: �S.l 7ZZ i80 Fax: Email: .c1vti, a J6,,,tovtar,cll. Cpwt Address: p. 0. t IS8 City: am 1 to State: k Zip: 983-0. CONTACT PERSON — person receiving all project communication Name: F\ k p Q ka ti,„ v1 Address: P O, goK l$ 8 City: Pvs6alttr? State: W A. Zip: cr$ 311 Phone: �S.l 7ZZ i80 Fax: Email: .c1vti, a J6,,,tovtar,cll. Cpwt GENERAL CONTRACTOR INFORMATION Company Name: S K \&ovt arc k Address: P b Qo)( 1 s $ State: , Zip: l g3-(' City: k7,2‘.3ci ((V W Tc Phone: (s-3) 040-560Fax: Contr Reg No.: ,k M em Mt. g 74 %A Exp Date: vii 11.. Tukwila Business License No.: Blit . p 4 i c ee 6 ARCHITECT OF RECORD Company Name: Lq►tdvi/lG`k V-t'.SI'H Architect Name: U Address: (Z a L Mci, IA S+ City: So vk n L r' State: W }1r Zip: cis 3c( 0 Phone:(ZS.) gZ (o 7$�Fax: l Email: ENGINEER OF RECORD Name: se u� Company Name: S'e a G,K3,,n a s Address: Engineer Name: eirc. Address: State: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: se u� iv,a n c e. 4 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 1 of 4 PROJECT INFORMATION — Valuation of project (contractor's bid price): $ 2 d O . on O Scope of work (please provide detailed information): V„e,%4-2 CO VI SA'r'vfr}1'odl DETAILED BUILDING INFORAMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement 1' floor k`5 p to 2nd floor Garage ixt carport ■ ?J 8 CI Deck—covered J uncovered • (OG> Total square footage I ,q S( 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 $ 1 1UC,b furnace <100k btu thermostat emergency generator 1 appliance vent wood/gas stove fuel type: Et electric other mechanical equipment PLUMBING: Value of plumbing/gas piping work $ '-'; OOo 2. bathtub (or bath/shower combo) 1 dishwasher _ lavatory (bathroom sink) 1 water heater (gas) bidet floor drain ___I- sink lawn sprinkler system H:\Applications\Porms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh 74 gas ventilation fan connected to single duct water heater (electric) 1 clothes washer 1 shower water closet 2 gas piping outlets Page 2 of 4 PUBLIC WORKS PERMIT INFORMON — Scope of work (please provide detailed information): N �� s g g. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WATER DISTRICT ❑ ...Tukwila .. Water District #125 ❑ ...Letter of water availability provided SEWER DISTRICT ❑ ...Tukwila ❑ ...Sewer use certificate 0 .. Highline .. Valley View ❑ .. Renton ❑...Letter of sewer availability provided ❑ .. Renton ❑ .. Seattle SEPTIC SYSTEM: ❑ .. On-site septic system — for on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): 0 ...Civil Plans (Maximum Paper Size — 22" X 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance 0 .. Easement(s) ❑ .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): 0 ...Right -Of -Way Use - Potential disturbance 0 .. Construction/Excavation/Fill - Right -of -Way... ❑ -or- Non Right -of -Way.. 0 ❑ ...Total Cut 0 ...Total Fill Cubic Yards Cubic Yards ❑ .. Work In Flood Zone ❑ .. Storm Drainage 0 ...Sanitary Side Sewer 0 .. Abandon Septic Tank ❑ .. Trench Excavation ❑ ...Cap or Remove Utilities 0 .. Curb Cut ❑ .. Utility Undergrounding 0 ...Frontage Improvements 0 .. Pavement Cut 0 .. Backflow Prevention - Fire Protection ❑ ...Traffic Control 0 .. Looped Fire Line Irrigation Domestic Water El ...Permanent Water Meter Size 1 " WO # ❑ ...Residential Fire Meter Size 0 ...Deduct Water Meter Size ❑ ...Temporary Water Meter Size " WO # ❑ ...Sewer Main Extension Public ❑ - or - Private 0 " WO# ❑... Water Main Extension Public 0 - or - Private 0 FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line number of public fire hydrant(s) 0 ...water ❑ ...sewer 0 ...sewage treatment MONTHLY SERVICE BILLING TO: Name: Day Telephone: Mailing Address: City State Zip WATER METER REFUNDBILLING: Name: Day Telephone: Mailing Address: City State Zip H:\Applications\Forms-Applications On Line \20I I Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — LICABLE TO ALL PERMITS IN THIS Ai . �.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 I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PROPERTY OWN 1 R AUTHO" ED : GENT: Signature: �� Date: i t l8/(6 Print Name: c'A c 4(c4 r, tr . va Day Telephone: (z - 3J t - e , 4 Mailing Address: GoX. ($8 s tr at'r wt- 9837 1 Ci State Zip H:\Applications\Forms-Applications On Line \2011 Applications \Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME IrAc/ vir✓i (SFR) 10-( / `PERMIT # b 14 —03Z6) (! 13$16, Vvi+kciA ,PrnA l S, If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Soo Water/Sewer/Surface Water —75o /15-0 / o c, 0 Road/Parking/Access / S A. Total Improvements 4 3 c v / 3. Calculate improvement -based fees: '0 B. 2.5% of first $100,000 of A. /0"7 y— C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) $250 (1) 5. Enter total excavation volume /0 cubic yards Enter total fill volume /0 cubic yards $ 10-7 -Y Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1sT 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001— 200,000 $269.75 for 1sT 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1sT 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees (4) $ (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION sa (1+4+5) $ 357 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 01/15/16 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ 10-7s- (6) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement mitigation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (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. $ . --- (8) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 101 — 1,000 $37.00 for 1' 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001— 100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5 % of 6+8) Approved 09.25.02 Last Revised 01/15/16 2 $ 6 -5 (9) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter - Deduct ($25) B. Flood Control Zone ($52.50 - includes Technology Fee) C. Water Meter - Permanent* D. Water Meter - Water only* E. Water Meter - Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ i 0 /3 I. Other Fees $ �� Total A through I $ /0 /.3 -' (10) �3 DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 151 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/ 01.01.2016 i1 ,31.2016 Total Fee 0.75 $625 \ $ 005 $6630 1 $1125 5,012.50 $16,137.50 1.5 $2425 ," $'38;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 l Approved 09.25.02 Last Revised 01/15/16 Temporary Meter 0.75" $300 2.5" $1,500 3 0 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $27,511.18 D16-0326 Address: 13816 MACADAM RD S Apn: 1523049072 $6,866.64 DEVELOPMENT $2,425.60 PERMIT FEE R000.322.100.00.00 0.00 $2,421.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $1,502.38 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $107.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $107.50 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $23.50 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 TECHNOLOGY FEE $149.66 TECHNOLOGY FEE R000.322.900.04.00 0.00 $149.66 D16-0327 Address: 13820 MACADAM RD S Apn: 1523049072 $6,875.56 DEVELOPMENT $2,434.10 PERMIT FEE R000.322.100.00.00 0.00 $2,429.60 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $1,502.38 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $107.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $107.50 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $23.50 Date Paid: Monday, March 27, 2017 Paid By: JK MONARCH Pay Method: CHECK 3853 Printed: Monday, March 27, 2017 10:31 AM 1 of 3 rL rSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $27,511.18 D16-0327 Address: 13820 MACADAM RD S Apn: 1523049072 $6,875.56 PUBLIC WORKS $1,502.38 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TECHNOLOGY FEE $150.08 TECHNOLOGY FEE R000.322.900.04.00 0.00 $150.08 D16-0328 Address: 13824.MACADAM RD S Apn: 1523049072 $6,902.34 DEVELOPMENT $2,459.60 PERMIT FEE R000.322.100.00.00 0.00 $2,455.10 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $1,502.38 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $107.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $107.50 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $23.50 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TECHNOLOGY FEE $151.36 TECHNOLOGY FEE R000.322.900.04.00 0.00 $151.36 D16-0329 Address: 13828 MACADAM RD S Apn: 1523049072 $6,866.64 DEVELOPMENT $2,425.60 PERMIT FEE R000.322.100.00.00 0.00 $2,421.10 WASHINGTON STATE SURCHARGE 8640.237.114 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 1 R000.322.100.00.00 0.00 $189.00 Date Paid: Monday, March 27, 2017 Paid By: JK MONARCH Pay Method: CHECK 3853 Printed: Monday, March 27, 2017 10:31 AM 2 of 3 r! I L� ! SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $27,511.18 D16-0329 Address: 13828 MACADAM RD S Apn: 1523049072 $6,866.64 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $1,502.38 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $107.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $107.50 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $23.50 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 TECHNOLOGY FEE $149.66 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R11147 R000.322.900.04.00 0.00 $149.66 $27,511.18 Date Paid: Monday, March 27, 2017 Paid By: JK MONARCH Pay Method: CHECK 3853 Printed: Monday, March 27, 2017 10:31 AM 3 of 3 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $6,322.50 D16-0326 Address: 13816 MACADAM RD S Apn: 1523049072 $1,573.72 DEVELOPMENT $1,573.72 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,573.72 D16-0327 Address: 13820 MACADAM RD S Apn: 1523049072 $1,579.24 DEVELOPMENT $1,579.24 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,579.24 016-0328 Address: 13824 MACADAM RD S Apn: 1523049072 $1,595.82 DEVELOPMENT $1,595.82 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,595.82 D16-0329 Address: 13828 MACADAM RD S Apn: 1523049072 $1,573.72 DEVELOPMENT $1,573.72 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R9952 R000.345.830.00.00 0.00 $1,573.72 $6,322.50 Date Paid: Thursday, December 01, 2016 Paid By: JK MONARCH LLC Pay Method: CHECK 3282 Printed: Thursday, December 01, 2016 12:18 PM 1 of 1 CAVWSYSTEMS 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 P6 -63,* Project: m i14,7i24 Type of Inspection: v/z Y/1L .NA(r Address: f35'/6 frine404,41 RA Date Called: Special Instructions: r / Date Wanted: // "/ 7 a.m) p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: /A(e) /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 D i Q O3Z (Q Project: m/ ,W/M T / Type of Inspection: ,.ems/cE/Urn6- jrvsvL 77 A Address: Date Called: Special Instructions: Date Wanted: a.m. /4)-2547 CP*11.5 Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: l K` Raof/d '/L/% G-- /1/3O Tid/t" inspector: Date: /a 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: 4//) -c4 -L tyn u T / Type of Inspection: PzIJtMBINC- eiii1-L Address: /38lep 11iP AD, Si Date Called: Special Instructions: Date Wanted: Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: D>� - ��V► i3i1�� fi for Inspector: Date: /6—.249 17 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 DICe-b320 Project: /144O104141 LbT / Type of Inspection: man+ EQt)/P. E < Address: /3I (Q 44 11C,k-pi` 144 RJ2 jr Date Called: Special Instructions: Date Wanted: /C)-/7 p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: Date: /a --26) • 17 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit b Q 63124) - 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: ,M fK t4De t/'1l L.61— 1 Type of Inspection: //4OCIHAAJ/C4-L 774A -t__ Address: /58/Ce M4011),41444 D. 3, Date Called: Special Instructions: Date Wanted:. l Requester: Phone No: pproved per applicable codes. Corrections required prior to approval. COMMENTS: OK- MIN i-1rnO, C79-1— inspector: 7I-1 - inspector: 9-s Date: /6-2-1047 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit DI(o-6324) 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: /11/1011:144 4i / o r / Type of Inspection: Pi PE /NStJLitlYo1v Address: /381IP pn, Ac -DA-vvk -RD, 3, Date Called: Special Instructions: Date Wanted:.m) (t.)--26--- /(e p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: K pi r : r tisuLPr-7%iN Inspector: Date: ld 2[>? -17 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 Di Le, -037-4 Project: /n13eA-D/9-►4't LtyT / Type of Inspection: ,L.COR //YSVL4-7OI' Address: /38/4, r►'t GtD/n RD( Z‘i Date Called: Special Instructions: Date Wanted: /6--25- /lp Ca p.m. Requester: Phone No: pproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: /0 `le REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit D4-403240 4 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: /14J9n Type of Inspection: C Pi 62 Nfi-L Address: 13514 AEeitDArM A.0,, Date Called: Special Instructions: L15'1 ✓ Date Wanted: it) -I ci -(% (a.m.e p.m. Requester: Phone No: ratipproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: /6 /9-/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 1fiL-632 Project: ,¢ � "'MAD � 4-04 ` Type of Inspection: •f6 C ect i -r &Q (/ P. igic , Address: // d, ,,4 R p� S', / 3 /4 t l/9w 41 Date Called: Special Instructions: T- / Date Wanted: /C. -19-f 7 a. ' p.m. Requester: Phone No: ElApproved per applicable codes. ZCorrections required prior to approval. COMMENTS: ,vim ti wg6/1, ex 77 rf Cievrx Inspector: Date: � REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection, INSPECTION NO. INSPECTION RECORD Retain a copy with permit t/1e -c l(p 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: /el/Cs'Oil Type of Inspection: Neel-14f«L > %��r L Address: / 35W4 nfe/40/111 ier2 Of Date Called: tideo f �(Dn) 44 Special Instructions: Date Wanted: iC>-i i I7 caliV C-6 / p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: Neei, 7r) tideo f �(Dn) 44 up ,q-i/ems N 'fl C,,s---s- inspector: 41. 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 Di62 -b3 Project: /1411(41)170k Type of Inspection: P> P4' /NSOLA77oA1 Address: 13/t /3e/e0, � RAS, Date Called: Special Instructions: i_1 Date Wanted:; to --19-47 Requester: Phone No: Approved per applicable codes. D.� Corrections required prior to approval. COMMENTS: , /4 ZO 71-6GfcS5 S°4c'4 Inspector: Date: lUlq-/% 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: 44,464124 Type of Inspection: Pj IJj%4$i) Fi Nvi-L Address: ?5'/4,b� /rule � RD , .5', Date Called: C,6'/L/iV& )j?' ,B1-- cs-e Special Instructions: torr -r ( Date Wanted: 1a -i-0 cm. p.rn Requester: '7 Phone No: D Cr— P5 c��t/ w��- riApproved per applicable codes. Corrections required prior to approval. COMMENTS: 7 ALL ,4' '7W4-7 OAl iI/ w19-1_41 C,6'/L/iV& )j?' ,B1-- cs-e ,_ ' DI lid fr am -7 r Fa�,qr G--pai IN (�� Nac /cL '7 S'f /Of/CP L/S D Cr— P5 c��t/ w��- pM�ly ii (Pi/c Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd., 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 vile 324 Project: Type of Inspection: Address: /38/49 / C RD IS, Date Called: Special Instructions: 7-- % Date Wanted: /&-i 9-17 a. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: /, NezD /ecFs s 7 c /L- S7`' Inspector: i/A i? 5 Date: A9 -17 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 NCs - 6324, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: A -c4 Type of Inspe n: cg- lixt-w Address: t 2b)C ow/44m Qb S Date Called: Special Instructions: % kr- Date We �.g l % p.m. Requeste . Phone No: 253- 722 -- Libel -j Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date://Z/// 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 Project: L/ clic* r: Type of Inspe tion: :6r i `I -c)V Address: i 2i516 wiAcA-Dopy-; (26 S. Date Called: Special Instructions: // j / 7 1 Date Wante : & ?✓ i ,p a.m„ P.m. Request . Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 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: ��-b MA Cp Type of Inspection: i, /AJ S(.1 Z.A"T7ta Address: fl 3i:/16 1s% ' 1 )2b .S, Date Called: Special Instructions: K 7 / 0///5� Date 1400tt ``d: A7 a.m p.m. Reques r: Phone No: Approved per applicable codes. Corrections required prior to approval. CUM M ENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit bi&-6326 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: M ✓ -CAb. t'i. Type of spection: 'L✓4d4.ldA16- 11/414.11A16- Address: Address: !3&,1$ ) 4C4b4i t S Date Called: Special Instructions: y �i Date Wa ed 1 2 am.. a.m m. Requeste . Phone No: Z —122 - e»1. Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: A REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP TION 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 b)'z-ovxe Project: gleACAMMKt)1)61}• T je of Inspectio9: iA` 11 I4ewI AL Address: Date Called: Special Instructions: 4 01 / Date Wa t :a.m Ve,111 7p.m. Reques Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: inspector: Date: n REINSPECTION FEE REQUIRED. Prior to next inspecti n. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit b6- 6324, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: 0414 1 1oU44 Tyke of Inspection. ' /1 Ifuntwt iji 6- Address: )?E' frVIACAbihiA Date Called: Special Instructions:..Date or i ee Wa to : /7 ....n_ CLL p. Request r: Phone No: Approved per applicable codes. ['Corrections required prior to approval. COMMENTS: Inspector: • Dater REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPE ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: u444CrAbAl T e of Inspection: iit,4- n id 6AkS piPi . Address: 13 £,1Ce rimfAvrm r2b S Date Called: Special Instructions: L e��1 Date Wantgcly I/ 1 '7 Requester: Phone No: Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Inspector: / Date: 0/ 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 63 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: AIA -CA bA1/4 Typee9f Inspection: IAV, r6 Address: 0 II 3t9 AC/41w ,�, 1�) b S Date Called: Special Instructions: — to ) Date Wad/ . I '7 a.m. p.m. Requester: Phone No: 1c3.''.. 7 7 / yj b$ i Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: Q�4� 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 032(p l?1Q ezt1-- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: Type of Inspection: sf _7j+l> / Address: /3 /(p / 1ft --w)'vt RD, s'o Date Called: Special Instructions: Md9GttI) MT' 1 Date Wanted:7-25;1% C.m p.m Requester: .� be, rAoNP/- e& Phone No: .253-722-48641 2 Approved per applicable codes. Corrections required prior to approval. COMMENTS: smstvAtc- Inspector: g-5 Date: -7_ 25....( REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: Type of Inspection: AIM-(_ 57hgi-7}{/Ii .6'/if, Address: /36/(' M<' -ii Ti( S,; Date Called: )fir s i D Special Instructions: /nienmps4 L_o7 / Date Wanted: 7-21-17 a.m p.m. Requester: Phone No: Approved per applicable codes. "n Corrections required prior to approval. COMMENTS: i'A/b 7'th tJs ew p4'4/ i r 04 y7 4 A-DMI155 MOS -I- D )fir s i D Inspector: Date: 7—.2/ / 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 INS CTION 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 b1 - o32,62 Project: P/AcA l - Zor / T e of Inspection: kw ShreAv' iAic.; Address: IR&J1 Vitti/ 1aS Date Called: Special Instructions: • Date Wante : 7 /3 17 a.m. p.m. Requeste . Phone No: `` Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: /41) Date: 7/317 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 D1'D32 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: Type of Inspection: Address: �A,�,er }�'l /34W40m# nRA . Date Called: Date Special Instructions: Ate? ' / Date Wanted: -7-11--/7 p.m. Requester: Phone No: ElApprovedper applicable codes. Corrections required prior to approval. COMMENTS: 4/0 �/f'►�Ivhf I d� 5'i Inspector: Date: 771/,7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IN INSPECTION RECORD Retain a copy with permit ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION b/6 -0326 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Pro' ct: tiocAbAim. to I Type of inspection: e;m,1 er- Address: 13F)14 inAcAbApi kb S Date Called: Special Instructions: Date Wanted: Cly 2L3/ 7 a.m p.m. Requester: // Phone No: ,�/ / 25-1 '-72Z ' ` /t Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: ///w 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)6-0326 Project: M� t -107— > Ty,orai Inspection: _ 77A16- eAWS Address: /3i/4 144A-CA14144 t b S Date Called: Special Instructions: Date Wanted: Li of?//7 p. . Requester: Phone No: Approved per applicable codes. IJ Corrections required prior to approval. COMMENTS: Inspector: 4 Date: 1"7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. VOAINSPECTION RECORD Retain a copy with permit IN CON NO. 1)16 - 6326 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: A/kCAbtA1,-t -1..07— / Typoof Inspection; tPU,ouD, rr i , U-.. Address: J3i// pAtAbolvi O S Date Called: Special Instructions: ler 1 Date Wanted 4i f9 1 7 a.m. p.m. Requeste . Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector:Aythi Date: � 11 17 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 bits. - 26 \e. Project: V1bi4,1 Lor J Type Inspection: ct Address: /loo YWCA -Who 6 s Date Called: Special Instructions: ler / Date Wante : % 1 J�/%7 a.m� p.m. Requeste . /i Phone No: 2 - -722-- y9641 ElApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Dat' /077 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 bid -0326 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project:� / i t Typespection: op Air` Address: 136'/ /VWAMz , a S Date Called: Special Instructions:,Date ICY Y % Wanted• 4 /Z A i a.m. p.m. Requester: Phone No: 25-3 O o5I1 LJApproved per applicable codes. i Corrections required prior to approval. COMMENTS: Th 3" C �,. g - - et CMI,C O 2 Inspector: Date:. 42 41_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 1>16--032.6 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 r4 Project: 041). i 1 Typ Inspection: 'fJ Afe Address: 13gio /tI f}6471A-rte, 4b, , Date Called: Special Instructions:Date ler f WanterriTT�l' 4 le/ 7 c p.m. Requeste : / Phone No: Approved per applicable codes. DoCorrections required prior to approval. COMMENTS: 1 f AT—At.L J/ l Ai roi -e_ oAterS robe 3" end J WSJ- �--r., )bwwits5 Apr u6.42 thaN.A4b, 44) Inspector: Date: 7//i i 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 DU," -6 3 2 b Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT. 206-575-4407 Project: Type of Inspections I id Address:/r Suite #: g (tp sairo Person: A/rt.._ Special Instructions: Occupancy Type: Phone No.: -Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Ft. Or F(f-a/tre.,- /4/1-0,P(Yelf) Monitor: Pre -Fire: e? V A-( r\i-t--f L.:* - Ef p/ ArL___--- 2C/---6-76-6 Occupancy Type: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: }'7 v4,- Date: Ne— f _ Hrs.: 1 l $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 i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: LA LcT 1 Address:�,,1 / Suite #: 1 000 PA_Cc. _a.G a Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: O k- q C.._61/C7-<— 0 W O a d... -1./1.-"C__Q re c„7------- _PA, ss -- Afi %I/ S -4r 7_-„ s sa ( , �/56.5---� 26-f- Tec( Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date:, Vi f f ''71--- Hrs.: f _t I $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 / uj Mac Section 15, Township 23 N, 12' x.7' WRAP PAD r ...... .. i 1 i 1 ..- ." " .., ,.. ,02. - \\N., -:,::>:::::"21214t- �,�• � 60LF 12'0 HDPE , s --0-N—GRADE SEWER AND WATER SERVICES: SEWER AND WATER SERVICES ARE SHOWN FOR REFERENCE ONLY. J WATER SERV ES SHALL BE APPLIED FOR FROM WATER DISTRICT 125 AT 11 , ' i F BUILDING PEIT APPLICATION WETLAND BUFFER 1 SEWER SERVICE DISTRICT AT TIME OF APPLI -' FOR F MV UILDING PERM •i' PLICATION. SEWER ...... ]oo ............. ....... . Prior to starting construction, contact ONE -CALL (1-800-424-5555) , or 811, for utility locations. — -10' PUBLIC STORM-EASE.— 108.- 110 '421.E17' I4DPF -- - _`_` 114•--�__- a 1% TO DAYUGHT YDS -TYPE -40..__ —'— '— - RIM -121.82 I.E.=11773"-- 8'apye OUTLETCONTROL TYPE 2 64' 2+01.33135.8'L RIM=121.97 - LE. 12" N=11426 LE. 36,W=114.26 NW,SE=114.26 i)„ YD 4 TYPE40. - ---RIM=123.10 I.E:='11793 ` SPEF 60pt, - 3o 10' PRIVATE STORM EASE. GRAPHIC SCALE 0 20 40 60 LOT 3 LOT 4 12 STORM MAINT. ACCESS 2' CSTC OVER 6' GRAVEL BASE -- _ +78.9515.4 1. I26 END PAVINGTAPER END00 TYPE 2 54' 1+14.41 39.3'L RIM=121.65 I.E. 36' S=114.26 .. _- I.E. 12W=118.55 22LF 12'0 ADS N-12 g.5.0% + 5.o` 180/L ND PAVING TAPER END NC. RAISED EDGE BEGIN C & G ARID -SIDEWALK( r, 0+ BEGIN PAVING TAPER BEGIN SAWCUT 6' OFF EJP BEGIN 12'X6' NC ftimbtU tLGE 135 1:..._.- gea.1W1111 1101111111111 _ 1/1:j /r//o{/N4n/nfff ijU////,r///u(///i//./%/%_ //._. nrirr nuiriapoNn/oliirr il�a...� rmU/�'u/y/0%. Trois fv; t — G III y C8 2 T PE 1+52.2517.1 LW CB 1 TYPE 1 1+18.0917.11 'L TYPE 2 54" 1+97.38 37.61- RIM=124.00 LE 36' E,N=114. CB3TYPE 1 2+70.7617.1 'L ��,�--j7///%/,,///////////r,�,/'y'%/b7l%//A/r////Ul• �rnumP 1 ]30 Macada CENTERLINE on , CONSTRUCTION CENTERLINE 20' WIDE SHARED RESIDENTIAL DRIVEWAY APPROACH PER RS -08C - TYPICAL 'S. it UJ LU H �o Z eo g W D -- a Z 0 U fV 0, 3 LnN 0, 1 ca M cadam Profile H . Scale: 1'=20' V rt. Scale. -1'-5' 135 RIP RAP PAD DETAIL Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information L1-1506 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative All Climate Zones Efficient Building Envelope 1a R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 Skylight U -Factor n/a 0.50 Glazed Fenestration SHGCb e n/a n/a Ceilingk 49' 0.026 Wood Frame Wall9'm 21 int 0.056 Mass Wall R -Value' 21/21h 0.056 Floor 30g 0.029 Below Grade Wall° m 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. Date REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 3 2017 City of Tukwila BUILDING DIVISION Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits ❑ Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. 02. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. 03. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 04. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option Description Credit(s la Efficient Building Envelope 1a 0.5 1 b Efficient Building Envelope lb 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 0 RECEIVED R CITY OF TUKWILA DEC 01 2016 PERMIT CENTER El 1.0 El 0.5 1.5 *1200 kwh tV 32.w Table 8402.1.1 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. R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. eThere are no SHGC requirements in the Marine Zone. f Reserved. g Reserved. n 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. In 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.. 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 L1-1506 Contact Information Heating System Type: O All Other Systems 0 Hea Pump To see detailed instructions for each section, place your cursor on the word 'Instructions". Design Temperature Instructions .- Tukwila Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) Average Ceiling Height Instructions Average Ceiling Height (ft) Glazing and Doors Instructions Skylights Instructions Insulation Attic Instructions R-49 Single Rafter or Joist Vaulted Ceilings Instructions i Select R -Value Above Grade Walls (see Figure 1) Instructions Select R -Value Floors Instructions s R-38 Below Grade Walls (see Figure 1) Instructions R-21 Interior Slab Below Grade (see Figure 1) Instructions Select conditioning Slab on Grade (see Figure 1) Instructions Select R -Value Location of Ducts Instructions Unconditioned Space Design Temperature Difference (AT) 46 AT. Indoor (70 degrees) - Outdoor Design Temp 1,506 9.0 Conditioned Volume 13,554 U -Factor X Area 0.30 U -Factor X 0.50 U -Factor X 0.026 U -Factor X No selection U -Factor X No selection U -Factor X 0.025 U -Factor X 0.042 F -Factor No selection F -Factor No selection Sum of UA 256 Area Area 1,506 Area Area Area 1,506 Area 1,454 XLe� X Len th = UA 76.80 = UA = UA 39.16 UA UA UA 37.65 UA 61.07 UA UA Duct Leakage Coefficient 1.10 Envelope Heat Load Sum of UA XAT Air Leakage Heat Load 6,734 Btu / Hour VolumeX 0.6 XAT X.018 Building Design Heat Load 16,609 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 18,269 Btu / Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 25,577 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced Air Fumace Building and Duct Heat Loss X 1.25 for Heat Pump 214.67 9,875 Btu / Hour (07/01/13) Window, Skylight and Door Schedule Project Information Contact Information L1-1506 Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Component Description Ref. U -factor 0.20 Ref. U -factor BEDROOM 3 0.28 BEDROOM 2 0.28 KITCHEN 0.28 DINING ROOM 0.28 GREAT ROOM 0.28 MASTER BEDROOM 0.28 MASTER BATH 0.28 HALL 0.28 ENTRY 0.28 Width Height Qt. Feet Inch Feet Inch 1 3 8 Width Height Qt. Feet Inch Feet Inch 1 6 6 1 5 4 6 1 3 4 1 6 8 1 8 6 1 6 5 1 2 4 1 3 6 1 1 6 6 Area UA 24.01 4.80 0.0 0.00 Area UA 36.0 10.08 22.5 6.30 12.0 3.36 48.0 13.44 48.0 13.44 30.0 8.40 8.0 2.24 18.0 5.04 9.0 2.52 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Overhead Glazing (Skylights) Component Description Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Width Height Ref. U -factor Qt. Feet inch Feet Inch Sum of Overhead Glazing Area and UA Overhead Glazing Area Weighted U = UA/Area Total Sum of Fenestration Area and UA (for heating system sizing calculations) 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 231.5 64.821 Area 0.28 UA 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.00 255.5 69.62 RL� STRUCTURAL CALCULATIONS FOR THE JK MONARCH RESIDENTIAL PROJECT REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 3 2017 City of Tukwila BUILDING DIVISION Plan L1-1506-2 September 13, 2016 Job No. : 09-019 Location: Lot 1, Macadam Tukwila, Washington Copyright 2016, SEGA Engineers RECEIVED DEC 0 5 2016 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA DEC 012016 PERMIT CENTER SEGA Engineers/ /Structural & Civil Consulting Engineers 22939 SE 292"`1 PL (360) 886-1017 Black Diamond, WA 98010 STATEMENT OF WORK SEGA Engineers was asked to provide a lateral loads analysis, shear wall design, review of major framing members and foundation, and drawing red -lines for a one story wood framed single family residence. The roof framing manufactured trusses, the floor framing is 2x dimensional or wood I -joists, and the foundation is typical concrete strip footings with a crawl space. The application and use of these calculations is limited to a single site referenced on the cover sheet. The cover sheet should have an original signature in blue ink over the seal. The attached calculations may or may not apply to other sites and the contractor assumes all responsibility and liability for sites not expressly reviewed and approved. Please contact SEGA Engineers for use at other sites. SEGA Engineers will use that degree of care and skill ordinarily exercised under similar circumstances by members of the engineering profession in this local. No other warranty, either expressed or implied is made in connection with our rending of professional services. For any dispute, claim, or action arising out of this design, SEGA Engineers shall have liability limited to the amount of the total fee received by SEGA Engineers. Questions regarding the attached should be addressed to SEGA Engineers. Greg Thesenvitz, PE/SE SEGA Engineers SEGA Engineers, Project L1-1506 Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Job No. 09-019 By: GAT Checked Date: 08/24/16 Sht 1 Design Criteria International Building Code (IBC), 2015 LOADS Roof DL 15 psf LL 25 psf Floor DL 12 psf LL 40 psf Wind Risk Category II Design Wind Speed 110 mph (V„ it) 1.00 B KZt Exposure 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 2016, SEGA Engineers SEGA Engineers,, / Structural & Civil Consulting Engineers 22939 SE 292nd PI, (360) 886-1017 Black Diamond, WA 98010 Project L1M-1506 Job No. 09-019 By: GAT Checked Date: 03/25/09 Sht 1 LOADS ROOF DL Roofing (Comp) 3.5 psf 1/2" OSB 1.8 2x @ 24" 3.5 Insulation 1.1 5/8" GWB 2.8 Misc. 1.5 14.2 psf LL Snow, Pf 25 psf (115% Load Duration) Reduction, Cs 0.00 (Ct = 1.1) 6/12 pitch = 27 deg Total Roof Load 39.2 psf FLOOR DL Flooring 0.5 psf 3/4" Plywood 2.3 91/2" TJI @ 16" oc 2.2 Insulation 1.1 Misc. 1.5 7.6 psf LL Residential 40 psf Total Floor Load 47.6 psf DECKS DL 2 x Decking 4.3 psf 2 x 10 @ 16" oc 2.8 Misc 1.5 8.6 LL WALLS Residential 40 psf Total Deck Load 48.6 psf DL Siding 3.5 1/2" Plywood 1,5 psf 2 x 6 @ 16"oc 1.7 Insul 0.6 1/2" GWB 2.2 Copyright 2009, SEGA Engineers 9.5 psf SEGA Engineers / PROJECT co c,„ /-/,7 / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond. Washington 98010 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DATE t)-rhil SHEET Z -OF JOB NO. c> _01 e,\ FIGURED BY CA Arr RtAtYvItiv 4- PooF AtNtz. 6vitz4 uwas.7) t.14.40pir) 14): t)Lcoe,' Iv st 14' 14:.(13(.34-(6.3.).t0d (L..)z -;-• 0,617 ( /t„,)T- „dos 4rE 41=1.t- *e-- IAA Srgit **Btg.. /IF. (API !I."; /(,,1 M (31") ( 4- 44* - t. n:LIA) ( -3:1) 7.72._.‘411 1,-7k ro,itoTS 3'9') ( )z Art*. 'FIN1 4r „,vi Cz-er" /10' fr1(4.5414A)( 0)hi//qjc. .00.41")." 4C10, IriCen3 ot- 4 Copyright 2009, SEGA Engineers -,31,112.*fz&L,a a4. 3"f -t' •ofr-* SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 Lim -i s'oti ,-7 JOB NO. °I -Pi ti FIGURED BY 147 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY 13ril 4veoz.rtb DATE ' trja SHEET —70F 1r- 0 (e,fc .4 Y *4CriP')(--11-t-r- ))74o' rt- tr) 17 —14444C. \fr z'Vbir; 0, cort -4'7)t»')' Copyright 2009, SEGA Engineers VE, VI. 4"),S— /0,-4 •^4— SEGA Engineers/ / Structural & Civil Consulting Engineers 22939 SE 292nd Place (360) 886-1017 Black Diamond, WA 98010 Project L1-1506 Job No. 09-019 By: GAT Checked Date: 09/13/16 Sht. �- CANTILEVER RETAINING WALL - 8' Foundation Retaining Wall at Garage (Reference: Reinforced Concrete Fundamentals, by Ferguson, Breen, and Jirsa) DESIGN PARAMETERS = 2,500 psi Fy = 60,000 psi Friction Coeff., mu = 0.60 (Soil to Soil ) Height of soil, h = 8.0 ft Soil Density, rhos = 120 pcf Horiz. Coeff., Ka = 0.33 Surcharge, S = 50 psf Height of S, hs = 8.0 ft Applied Load, P = 300 Ib/ft ()all = 1,500 psf Lateral Loads: ( Includes a Factor of 1.6 ) H1= 2.03 kip (Soil @ 1/3 height) H2= 0.21 kip (Surcharge @ 1/2 height) Seismic: (1.0E + 1.6H) Soy=1.00 R„,=3.0 I= 1 Hi= 2.45 kip (Soil @ 1/3 height) Stem Design: Mu= 6.25 kip -ft Mu ssa,= 6.53 kip -ft t=8in Bar Size - # 4 Max d = 6.25 in Actual d= 6.00 in (Round down) 8 in P #4 bars @gin #4 bars @12in As= 0.26 inA2 / ft #4 bars @ 9.0 in a = 0.62 in phi Mn = 6.71 kip -ft OK OK 16 in 1.4(-- 3.8 — 3.8 ft ----> Heel Length: (For Sliding) Trial Thickness = 8 in (( Heel Size Trial Length= 30 in j Wx = 2.73 kip (Weight of Soil) Ds = 0.72 Db1 = 0.23 (Heel from back face of wall) Db2 = 0.07 ( Toe - Assumes 1/3 of heel length) Resisting Force, F= 2.25 kip (Includes Coeff. of Friction) H1+H2<=? F H1 se,s.<=? F -0.01 OK -0.33 OK 8.0 ft 8 in T Copyright 2016, SEGA Engineers SEGA Engineers / Structural & Civil Consulting Engineers 22939 SE 292nd Place (360) 886-1017 Black Diamond, WA 98010 Project L1-1506 Job No. 09-019 By: GAT Checked Date: 09/13/16 5- Toe Length: 8' Foundation Retaining Wall at Garage Toe Length = 1.30 ft Wx = Ds = Ob1= Sum 2.73 0.72 0.23 0.12 3.79 (From Back of Wall) Arm (ft) Moment 1.25 3.41 k -ft -0.33 -0.24 1.25 0.28 -0.65 -0.08 3.37 Trial Length = 1.22 ft Total Base Length = 3.80 ft Check Service Load Bearing: Overturning at Service, WYa= 3.91 kip -ft Weight of SoiI, Ws = 2.400 |b Weight ofFlg.VVfto=30O|b Weight ofStern Wall, VVsw=8U0|b Righting Moment, K4r=9.7kip-ft x= 1.63 ft �uw=1454pof qhee/=58Bpof Design of Hee: y=-0.7Gft z= 3.37 (Iterate Length to Match, Check Bearing) (fron toe) OK at Toe OK at Heel Mu= 4.23 kip -ft Vu= 3.43 kip Reqd d=3.3Gin Thickness = 8.00 in Bar Size -#4 Max d = 6.25 in Actual = 6.00 in OK for shear Trial As= 0.20 in^2/ft OK #4 bars 12.0 in a= 0.46 in Phi K8n= 5.10 kip -ft Design of Toe: For BendingFor Shear: Mu= 1.54 kip -ft Vud = 1.67 kip Reqd d=1.64in h=Bl0in Bar Size +# 4 Max d= 4.75in Actual d = 4.50 in OK for shear Trial Am= 015 in^2/ft OK #4 bars 16.0 in a= 0.35 in phi Mn = 2.87 kip -ft Copyright 2016, SEGA Engineers SEGA Engineers/ Project L1-1506 to -lc -0-1 /Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Job No. 09-019 By: GAT Checked Date: 05/02/14 Sht. LATERAL LOADS - (Alternate ASD) SEISMIC Maximum Base Shear, V = F Sos W R where, F = 1.0 One -Story Building Sos 1.00 Ss = 1.5 Fa = 1.00 R = 6.5 Table 12.14-1 W = Seismic Weight For W: Wroof = Eq. 12.14-11 (Table 11.4-1, Ss > 1.25) ( 40 ft ) ( 38 ft ) (16 psf) + ( 2 ) ( 40 ft + 38 ft ) ( 4,5 ft ) ( 9.5 psf) = 31 kips Design Base Shear , V = ( .154 ) (31 kip) = 4.8 kip E = 4.8 kip = 3.4 kip 1.4 WIND Design Wind Pressure, p. K1 Ps30 where, X= 1.00 = 1.00 = 1.00 0 - 15 ft 20 ft 25 ft Wtotal = 31 kips Eq. 28.6-1, Sect. 28.6.3 Exposure 6 Figure 28.6-1 K2 = 1.00 Section 26.8 P30 = 17.7 psf 110 mph Figure 28.6-1 (ASD) Po -is = ( 1.00 ) ( 1.00 ) (17.7 psf) = 17.70 psf ( x 0.6 = 10.62 psf) P20 = ( 1.00 ) ( 1.00 ) (17.7 psf) = 17.70 psf ( x 0.6 = 10.62 psf) P25 = ( 1.00 ) ( 1.00 ) (17.7 psf) = 17.70 psf ( x 0.6 = 10.62 psf) Design Base Shear: (Wind) Vub = ( 40 ft ) ( 10 ft ) (17.7psf) ( 40 ft ) ( 5 ft ) (17.7psf) ( 40 ft) ( 3 ft) (17.7 psf) =12.7 x 0.6 = 7.6 kips Therefore, V= ( 55 ft ) ( 10 ft ) (17.7psf) (33ft) (5ft) (17.7psf) + ( 25 ft) ( 3 ft) (17.7 psf) =14.0 x 0.6 = 8.4 kips Wind Loads Govern for Lateral Design - Front/Back Wind Loads Govern for Lateral Design - Side/Side Copyright 2014, SEGA Engineers SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DATE 'goo/ SHEET OF I PI— /co JOB NO. .,,/eff FIGURED BY (4 r _kettg. (.4"/ LtZttr:`V(-"148){(3' i)004Sr) riSKof 41 r 01),(1041j • v1.91 41e4g WALL 2- c.Aa. IjKz +(,-t)(0)ttocrl')' fir Copyright 2009, SEGA Engineers SEGA Engineers / / Structural & Civil Consulting Engineers PROJECT LAM — cLOLo /—/a? JOB NO. .4,41 —01A FIGURED BY •-.147 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DATE// / SHEET (00F r4 kit WAILt.. bA) coNrr; c-4.- Afg 4- A - ter sim °mot: m" g"PV (±) [ev)cio,411')I-(.5)(/440P) )- c" Lo s' -a /13,13 Sri voiLt. 7- 5: oqu,i HEAlt \44,tt *.S lz-D4t (04 )(/d 11) eSz-14- J.. 617-17tt'. Copyright - Copyright 2009. SEGA Engineers Rc›, 44/ d )0, 4.r301 t (1.1 q 1 SEGA Engineers /Structural & Civil Consulting Engineers PROJECT L1-1506 22939 SE 292nd Place • Black Diamond, Washington 98010 JOB NO. (380) 886-1017 • FAX 886-1016 09-019 FIGURED BY GAT CHECKED BY DATE 9/15/11 SHEET 1 OF 1 51 -EAR WALL KEY PLAN 4 LSTA30-12R 4 SILL TO 3x MOCKING. (TTP. 2 PLACES) •� 0 MAIN FLOOR A • 1,506 SQ FT L A•384SOFT OBS x S *EAR BRACE SEE o YEYERNAEU6ER PRODUCT. GUIDE,oR MTALLATICR rTMP. CP 2) 4 SHEAR WALL SCHEDULE Mark Minimum Sheathing (1) Sheathing Nailing (1) Anchor Bolts (3) Remarks (4) 1/2' OSB or 8d @ 6" o.c. 5/8" @ 60" o.c. QaII = 230 pif CDX Itj See detail 12 / S2.0 for Construction Notes: 1) All walls designated " >" are shear walls. Exterior walls shall be sheathed with rated sheathing (24/0) and nailed at all panel edges (Blocked) per schedule (uno). Nailing at intermediate framing to be at 12" oc. Nailing not called shall be per IBC Table 2304.9.1. 2) Holdowns and other framing hardware by Simpson or equal to be used per plan. Ends of shear walls shall use double studs minimum (UNO). 3) Use minimum of (2) bolts per sill piece with one bolt located not more than 12" nor less than 5" from each end of the piece. Embed bolts a minimum of 7" into concrete. 4) Allowable loads are permitted to be increased by 40% for wind design in accordance with IBC Section 2306.3. City of Tukwila Department of Community Development December 15, 2016 FILIPP KAPUSTIN PO BOX 188 PUYALLUP. WA 98371 RE: Correction Letter # 1 COMBOSFR Permit Application Number D16-0326 MACADAM - LOT 1 - 13816 MACADAM RD S Dear FILIPP KAPUSTIN, Allan Ekberg, Mayor Jack Pace, Director This Letter is to inform you of corrections that must he addressed before your development permit can be approved. All correction requests from each department must he addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PLANNING DEPARTMENT: MAX BAKER at (206)-431-3683 if you have questions regarding these comments. • On revised plans, show: 1. Private storm easement to northeast of structure. 2. This parcel shares a common driveway and access easement with Lot 1. Revise the plans to reflect a shared driveway and show the easement on revised plans. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation he resubmitted with the appropriate revision block. In order to Netter expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must he made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Bill Rambo Permit Technician File No. D16-0326 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: 116-0326 PROJECT NAME: MACADAM - LOT 1 SITE ADDRESS: 13816 MACADAM RD S Original Plan Submittal X Response to Correction Letter # 1 DATE: 12/21/16 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural I•-J`� 13 AUC Planning Division Permit Coordinator r PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 12/22/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 01/19/17 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 12(2.111 to Plan Check/Permit Number: D 16-0326 C Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued E Revision requested by a City Building Inspector or Plans Examiner Project Name: Macadam — Lot 1 Project Address: 13 816 Macadam Rd S Contact Person: ct`�c*/:. \<-EfN Phone Number: C5 St 72.2.--;4.6 i Summary of Revision: R,?4V.s �� $tp-ce- (o c C`2,' vL RECEIVED CITY OF TUKWILA, DEC 21 2016 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Dr Entered in TRAKiT on V) --k---4, ciQ \applications\forms-applications on lineArevision submittal Created: 8-13-2004 Revised: PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0326 PROJECT NAME: MACADAM - LOT 1 SITE ADDRESS: 13816 MACADAM RD S X Original Plan Submittal Response to Correction Letter # DATE: 12/01/16 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: 0 11 Building Division OM r W U vt1 Public Works xM KING tki Fire Prevention Structural t"b,)r Cove Planning Division la Permit Coordinator IR PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 12/06/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in pReeviews) Notation: \AA �tA\ DUE DATE: 01/03/17 Approved with Conditions Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only tt //�� CORRECTION LETTER MAILED: (�e �U� Departments issued corrections: Bldg ❑ Fire ❑ Ping- PW ❑ Staff Initials: V� 12/IS/2013 Cifr-of Tukwila CERTIFICATE OF WATER "" AVAILABILITY Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov PERIYIIT NO.: Part A: To be completed by applicant Site address (attach map and legal description showing hydrant location and size of main): 13 816 Mae., tw gc1 S Tu k .4.?i t 4 Lt./ it 981(18 Owner Information A: ent/Contact Person Name: SK 1u1ov►.a rcln Name: c i i� , ?Q V__.c.tusktn Address: ?, 0. %a tL (8 8 L Pu yr I (u e, Idle Address: p. 6. 604 188 f', t,G i& . Wk- 4'831( Phone: (2 s--) gYo_ _6,, 60 E Phone: (2s-3) ?z Z -'fpr, 4 This certificate is for the purposes of: Ca Residential Building Permit 0 Commercial/Industrial Building Permit ❑ Preliminary Plat O Rezone Estimated number of service connections and water meter size(s): ❑ Short Subdivision ❑ Other Vehicular distance from nearest hydrant to the closest point of structure is 11 Area is served by (Water Utility District): -AM 12 5 Date Part B: To be completed by water utility district 1. The pr posed project is within WATER DISTRICT 125 City/County) 2. No improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehcnsivc plan or to msec the minimum flow requirements of the project before connection and to meet the State cross connection control requirenlwatRECEIVED CITY OF TUKWILA /a DEC 01 2016 (Use separate sheet [(more room is needed) PERMIT CENTER 4. Based upon the improvements listed above, water c be rovided and will be available at the site with a flow of,��W kpm Pt 2n psi residual f. r a duration of 2 hours at a velocity of • fps as documented by the attached calculations. 5. Wat availability: Acceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item 8-2 are met. System is not capable of providing service to this project. I hereby certify that the above information is true and correct. KTPG cut. 4TY T - CvitTcr 175 By YLAN 131'0 -EY Agency/Phone 2 242'.c g trf l)<,tc ( 10 Tha following tenrr and conditions p alv to Ina attaoheci Certificate of ("Certificate") 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the. City of Tukwila ('`City"). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, expressed or implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other policies and regulation then in effec Applicant's Signature District Representative 3460 S 148th Suite 100 . , Seattle, WA 98168 1.. Phone: (206) 242-3236 Fax: (206) 242-1527 Rec.No. 003y6 e y CERTIFICATE OF SEWER AVAILABILITY / NON AVAILABILITY Residential: $ 50.00 Commercial: $ 100.00 (: Certificate of Sewer Availability OR C Certificate of Sewer Non -Availability Part A: (To Be Completed By Applicant ) Purpose x of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Short Division ❑ Rezone ❑ Other Proposed Use: ❑ Commercial x Residential Single Family ❑ Residential Multi -Family ❑ Other Applicant's Name JK Monarch Phone Number 2537224864 Property Address 13816 MacAdam Road S, Tukwila, WA 98168 Tax Lot Number 1523049072 Legal Description (Attach Map and legal Description if Necessary ); Pat B: (To be Completed by Sewer Agency ) a. A Sewer Service will be provided by side sewer connection only to an existing < !'size sewer 1 O feet from the site and the sewer system has the capacity to serve the proposed use. OR • b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and/or ❑ (2) The construction of a collection system on the site and/or ❑ (3) Other (describe) 2. Must be completed if 1. b above is checked Ca. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR (^ b. The sewer system improvement will require a sewer comprehensive amendment. 3. Ca. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District. OR C a. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following; s S permit $=• District Connection Charges due to >oo a. prior connection: GFC: $ tie j 3 ,o SFC: $ Unit: $ Total Rgsi&Ea c'' (Subject to Change on January 1st) CITY OF TUKWILA • Either a King County/METRO Capacity Charg- SWSSD or Midway Sewer DistriD fea4i Charge may be due upon connecti n to sewers. PERMIT CENTER b. Easements: Required ❑ May be Required c. Other 171 . oo r[c.0vet'is f<('s le.., i' -e., ,5.4' e ,.s,-,.1 c...-1 j I hereby certify that the above sewer agency information is from the date of signature. /44 true. This certification shall be valid for one year &iii'a' BY Title 0 3400?""" 4:1) 1 ATTACHMENT TO VALLEY VIEW SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY The following terms and conditions apply to the attached Valley View Sewer District ("District") Certificate of Sewer Availability/Non Availability ("Certificate") 1. This certificate is valid only for the real property referenced herein ("Property") which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This certificate is between the District and the applicant only and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of Seatac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that 1 have received the Certificate of Sewer Availability/Non -Availability and this attachment, and fully understand the terms and conditions herein. Applicant's signature Date Nov 8, 2016 JK Monarch LLC iiurne I?sha i�l (::intact Safety & Health Claims & Insurance Washington State Department of "Labor & Industries Search L&I A-1, Index help Page 1 of 2 my r./ Workplace Rights Trades & Licensing JK Monarch LLC rivineror tradesperson Principals Bartels, Jonathan Kirk, PARTNER/MEMBER t)uing business as JK Monarch LLC VdA UF3I No. 603 088 988 PO BOX 188 PUYALLUP, WA 98371 253-840-5660 PIERCE County Business type Limited Liability Company Governing persons 1 HIGH COUNTRY HOMES 1 HOLDINGS NEW LIFE; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor L i(a'nse spec! allies GENERAL R 011'.;0 no JKMONML874NA cffoctive -- expiration 08/01/2013— 08/01/2017 Bond Developers Surety & Indem Co Bond account no 859962C Active. Meets current requirements. $12,000.00 Received by L&I Effective date 03/15/2016 03/09/2016 Expiration date Until Canceled Bond history Insurance Wesco Insurance Co $2,000,000.00 F'oliey rto. WPP114946500 Received by L&I Effective date 03/29/2016 04/23/2014 Lxpu'ation date 04/23/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603088988&LIC=JKMONML874NA&SAW= 1/24/2017 JK Monarch LLC L&I Tax debts No L8d tax debts are recorded for this contractor license during the previous 6 year period, but some (Itmay be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID 280,695-00 Account Is current. Doing business as JK MONARCH LLC Estimated workers reported Quarter 3 of Year 2016 "7 to 10 Workers" L&I account representative T21 CHRISTOPHER WASSON (360)902-6331 - Email: WASQ235 Ini.wa.gov Track this contractor Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Page 2 of 2 C--> 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? BI=603088988&LIC=J GMONML874NA&SAW= 1/24/2017 6 BUILDING CODE: 2015 INTERNATIONAL BLDG. CODE (IBC), AND BY REFERENCE WHERE APPLICABLE THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED BY LOCAL JURISDICTION. ROOF LIVE LOAD • 25 PSF (SNOW) ROOF DEAD LOAD • 15 PSF FLOOR LIVE LOAD • 40 PSF FLOOR DEAD LOAD • 15 PSF WIND LOAD • 110 MPH WiND SPEED, EXPOSURE 'B', RISK CAT. II TYPE: V OCCUPANCY GROUP: R-3 PESKIN CRITERIA: TABLE R3012(1) GROUND SNOUT LOAD WIND DESIGN SEISMIC DESIGN SUBJECT TO DAMAGE FROM ` WINTER DESIGN TEIP. ICE SHIELD UNDER- I -'d' T REQUIRED FLOOD HAZARDS AIR FREEZING INDEX MEAN A14UJAL 1E1 P SPEED (MFI4) TOPOGRAPHIC EFFECTS SPECIAL WIND REGION WIND-13014EWEAMERING DEBRIS ZONE 1 FROST LINE DEPTH TEl�t11T'E 25 110 24 a 16 DI/D2 MOO 18 Off- 1 NO ER i OC JURISDICTION 50 50 ADDITIONAL REQUIRED SUBMITTAL ITEMS ITEMS TO SE SUBMITTED BY THE OWNER OR CONTRACTOR AT TIME OF PERMIT SUBMITTAL= - MFG. JST. DESIGN AND LAYOUT IF APPLICABLE (FROM MANUFACTURER) - MFG. TRUSS DESIGN AND LAYOUTS (FROM MANUFACTURER) GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSF. EXTERIOR FOOTINGS SHALL BEAR 18' (MINIMUM) BELOW FIN!SI-ED GRADE. ALL FOOTINGS TO SEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACKFILL TO BE THOROUGHLY COMPACTED. JIINIM1/1 C0IPRESSIVE STRENGTH OF CONCRETE PER TABLE R4022 TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION MINIMUM COMPRESSIVE STRENGTH (Pc) AT 28 DAYS MODERATE UEATIERNG POTENTIAL RATIONS 4 OTI R CONCRETE NOTE EASEMENT 08 DTOITHE LS, 2000 Eel B SLABS 4 INTERIOR SLAB ON GRADE, EXCEPT CaARA,(sE FLOOR 2,500 pet BASEMENT WALE, FOUNDATION WALLS, EXTERIOR WALLS 4 OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3000 pal (5% to 1% air entrained PORCHES, CAWORT SLABS 4 STEPS EXPOSED THE 'LEATHER 4 GARAGE FLOOR SLAB. 3000 pet (5% to 1% air entrained) CONCRETE 'BATCH TICKET' SHALL BE AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL REINFORCING STEEL TO COMPLY WITH ASTM .4615 GRADE 40. UNA. (SEE Ste) ATIMI BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 1/4'x3'x3' PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN 1' OF MASONRY OR CONCRETE t0 BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FOUNDATION SILL BOLTS TO BE 5/8' DIAMETER AT 5'-0' O.C. UNA. WITH Mi14.1' EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR USP STRUCTURAL CONNECTORS. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED LUMBER SHALL BE RETREATED N THE FiELD IN ACCORDANCE WITH AUJPA M4. (END CUT SOLUTION BY WOLMANIZED WOOD) PER IRC R311.1.1, FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL BE OF 140T -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER. 6' MIN. CLEARANCE BETWEEN WOOD AND GRAPE. 12' MIN. CLEARANCE BETWEEN FLOOR BEAMS AND GRAPE. 18' MIN. CLEARANCE BETWEEN FLOOR JOIST AND GRADE. PAMPPROOPiNG EXCEPT WHERE REQUIRED BY SEC. R4062 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HiGHER OF (a) THE TOP OF THE FOOTING' OR (B) 6 INCHES BELOW THE TOP OF THE BASEMENT FLOOR TO THE FINISHED GRADE. MASONF T WALLS SHALL HAVE NOT LESa TNAN 3/8 INCH PORTLAND CEMENT PARSING APPLIED TO THE EXTERIOR OF THE WALL THE PARSING SHALL BE DAMPPRR00FED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. BITUMINOUS COATING. 2. 3 POUNDS PER SQ. YD. OF ACRYLIC MODIFIED CEMENT. 3. 1/8' COAT OF SURFACE -BONDING CEMENT COMPLYING WITH ASTM C 881. 4. ANY MATERIAL PERMITTED FOR WATERPROOFiNG 114 SEC. R4062. 5. OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARSING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY. CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING ANY ONE OF THE LISTED PAMPPRC ~✓PING MATERIALS OR ANY ONE OF THE WATERPROOFING MATERIALS LISTED IN SECTION R4062 TO THE EXTERIOR OF TI4E WALL. WATERPROOFING R406.2 - iN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL -WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM NE 141G1 -ER OF (a) THE TOP OF THE FOOTING, OR (b) 6 INCHES BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. 2 -PLY HOT -MOPPED FELTS. 2. 55 POUND ROLL ROOFING_ 3. 6-11IL POLYVINYL CHLORIDE. 4.6 -MIL POLYETHYLENE 5. 40 -MIL POLYMER -MODIFIED ASPHALT. 6.60 -MIL FLEXIBLE POLYMER CEMENT. 1. Le' CEMENT -BASED, FIBER -REINFORCED, WATERPROOF COATING. 8. 60-MiL SOLVANT-FREE, LIQUID -APPLIED SYNTHETIC RUBBER. EXCEPTION: ORGANIC -SOLVENT -BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED HYDROCARBONS, KETONES AND ESTERS SHALL NOT BE USED FOR ICF WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL USE OF PLASTIC ROOFING CEMEMTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND PARGINGS TO SEAL ICF WALLS IS PERMITTED. COLD -SETTING ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE C OF ASTM D 449. HOT ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200T. ALL JOINTS IN MEMBRANE WATERPROOFING BNALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. T ♦-,,s P1 IP OP PRAMS/TOPPING R302.12 IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE 4 BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRQFTST0PS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY 15 ENCLOSED BY A FLOOR MEMBRANE ABOVE 4 A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: I. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. DRAFTSTOPPING SHALL CONSIST OF MATERIALS LISTED 114 IRC SECTION R302.12.L FIREBLOCKING R302.11 IN COMBUSTIBLE CONSTRUCTION, PIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OP STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAr',riFRED STUDS AS FOLLOWS: 1.1. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 12. I-IORIZONTALLY AT INTERVALS NOT EXCEEDING 10f1. 2. AT INTERCONNECTIONS NINECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS At THE TOP AND BOTTOM OF THE IN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRC SECTION R302.1 (1'2' GUJB) 4. ,AT OPENINGS AROUND VENTS, PiPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST 114E FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE IRC SECTION 81003.19. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DUELLING 15 REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. FIREBLOCKING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION 8302.11.1 LOOSE -FILL INSULATION MATERIAL SHALL NOT BE USED ASA PIREBLOCK UNLESS SPECIFICALLY TESTED 114 THE FORM AND MANNER INTENDED. THE INTEGRITY OF ALL FIREBLOCKS 8I-1ALL BE MAINTAINED. G i GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE R602.3(1) GYPSUM WALL BOARD AT INTERIOR WALLS TO BE FASTENED ACCORDING TO TABLE R102.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD TABLE 890233 THICKNESS OF GYPSUM BOARD OR GYPSUM PANEL PRODUCTS APPLICATION ORIENTATION OF GYPSUM BOARD ORM GYPe&ii PANELR6 TO MAXIMUM SPACING OF y (NCE6 oc) MAXIMUM SPACING CP FASTENERS (INCHES) SIZE OF NAILS FOR APPLICATION to WOOD FRAMING NAILS hssysA 2X4 2X6 OR LARGER 3/8' CEILING PERPENDICULAR 24 1 12 13 GAGE, 1-1/4' Lark 19/64' MAP, 0098' PIA, 1-1/4' LONG, ANNULAR - f1JtNGED, OR 4d COOLER NAIL, 0080' DIA ,1-3/84' LONG, 9/32' HEAD. WALL EITHER DIRECTION 24 a 16 1/2'CEILING CEILING EITHER DIRECTION 16 1 12 5 GAGE,I-3/8' LON4,18/64' HEAD, 0098' PIA,1-1/4' LONG, ANNULAR- R1NGEPi OR ed COOLER NAiL, 0086' DIA. 1-303' LONG, 19/64' HL4D, CR GYPSUM BOARD NAIL, 0055' DIA. 1-1/13' LONG, 9/32' HEAD. PERPENDICULAR 24 1 12 WALL EITHER DIRECTION 24 a 12 WALL EITHER DIRECTION 16 8 16 5/8' CEILING EITHER DIRECTION 16 1 1 12 12 L GAGE,1-0/8' LONG, 18/64' HEAP, 0098' PIA. I-3/8' LONG,AWNULAR- I*INGEP, OR 6d COOLER NAIL, 0092' PIA, I-1/8' L0142,1/4' HEAD, OR fyYPSUMBOARD NAIL 0,0W PIA. 1-1/0' LONG.19/64' HEAD. I-1/8' LONG 6d COATED NAILS OR ECLUVALi]NT DRTWAI.L SCREWS. 1aaEWs SHALL COMPLY WI'T'H SEC ICN R102351 1LING CALM PERPENDICULAR 24 X AT GARAGE CLG BE ATH HABiTABLE ROOMS PEDICULAR 24 6 6 WALL. EITHER DIRECTION 24 8 12 15 GAGE,l-15/8 LONG, 18/64' WAD, 04,813' PIA. 1-5/8' LONG, 4*4LAR- tai OR 6d COOLER NAiL, 0052' PIA. I-1/8' LONG, V4' 1EADi OR /,GYPSUM BOARD NAIL. OsVW DIA. I-10' L0N2,15/64' HEAD. uJN.L EITHER DIRECTION 16 8 It, APPLICATION WITH ADHESIVE 3/8' CEILING PERPENDICULAR 16 16 Ib SAME AS ABOVE FOR 3/8' GYPSUM BOARD AND GYPSUM PANEL r'RODUGt6. WALL EITHER DIRECTION 16 16 24 . . 1/2 OR 0/8 CEILING EITHER DIRECTION 16 16 Ib GAME AS ABOVE FOR V!' AND 5/8' GYPSUM BOARD AND GYPSUM PANEL PRODUCTS, RESPECTIVELY. CEILING PERPENDICULAR 24 12 16 WALL EITHER DIRECTION 24 16 24 TWO 3/8 LAYERS CEILING, PEDICULAR 16 16 Ib MASE PLY NAILED .48 ABOVE FOR is GYPSUM BOARD AND GYPSUM PANEL PRODUCT* FACE PLY INSTALLED WITH ADHESIVE. WALL EITHER DIRECTION 24 24 24 FASTENERS ALL NAILS SPECIFIED ON THIS PLAN SHALL BE COMMON OR GALVANI2ED EOX (UNLESS NOTED OTU-iERWISE) OF THE DIAMETER AND LENGTH LISTED BELOW OR AS PER APPENDIX L OF THE NATIONAL. DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) 8d COi"MON (0.131' DIA, 2-1/2' LENGTH), 8d BOX (0.113' DIA, 2-1/2' LONG), 10d COMMON (0.148' DIA., 3' LONG) 10d BOX (0.128' DIA., 3' LENGTH), 16d COMMON (0.162' DIA, 3-1/2' LONG), 16d SINKER (0.148 DIA, 3-1/4' LCNG) 5d COOLER (0.086' DIA, 1-5/8' LONG ), 6d COOLER (0.092' DIA., 1-1/8' LONG) LUMBER GRADES FRAMING LUMBER SHALL COMPLY WiTH THE LATEST EDITION OF THE G -RAGING RULES OF THE WESTERN PRODUCTS ASSOCIATION OR THE WEST COAST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: JOISTS: WOOD TYPE: 2X4 2X6 OR LARGER HF *2 - Fb■915 pei, Fv•150 par, Fc.1300 per, E■1300000pe1 HF 02 - Fb.915 per, Fv.I50 per, Fc.1300 per, E • 1300000pel Dragt1 4X 6X OR LARGER DF -L r2 - Fb•900 pet, Fv•l80 per, Fc.1350 pet, E■I600060pei DF -L 1l - Fb.815 pet, Fv.110 pei, Fc■600 pet, E■1300000pei STUDS HF *2 - Fb■915 per, Fv.150 per, Fc■1300 per, E■130000Yape1 HF +2 - Fb■915 per, Fv■150 per, Fc•1300 psi, E•1300000pe1 2X4 2X6 OR LARGER 152E0 4X4 4X6 OR LARGER 5X6 OR LARGER IAF 0'2 - Fb.915 per, Fv•150 per, Fc.1300 per, E■1300000pei HF °2 - Fb.915 psi, Fv■150 pal, Fc■1300 per, E.1300000pe1 DF -L 41 - Fb■1200 pei, Fv.110 pei, Pc.1000 peg, E■1600000pei SEPARATE PERMIT REQUIRED FOR: Oyechanical ff Electrical ❑ Plumbing ❑ Gas Piping City of Tukwila ,BUILDING DIVISION GLUED -LAMINATED BEAM (GLS) SHALL BE 24F -V4 FOR SINGLE SPANS 4 24F -V5 FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWNG MINIMUM PROPERTIES: Pb • 2,400 PSI, Fv • 165 PSI, Fc • 650 P61 (PERPENDICULAR), E • 1,000000 PSI. ENGiNEErRED WOOD BEAMS AND I -JOIST CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS FOR APPROVAL BY BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION 114 ACCORDANCE WITH THE LATEST ICC EVALUATION REPORT. BEAMS DESIGNATED AS 'PSL' SHALL HAVE THE MINIMUM PROPERTIES: Fb • 2,900 PSi, Fv • 290 PSI, Fc • 150 PSI (PERPENDICULAR), E • 2,000,000 P51. BEAMS DESIGNATED AS 'LVL' SHALL HAVE THE MINIMUM PROPERTIES: Fb • 2,600 P61, Fv ■ 285 PSi, Fc • 150 PSI (PERPENDICULAR), E • 1,900,000 PSI. BEAM'S DESIGNATED AS 'LSI.' SHALL HAVE THE MINIMUM PROPERTIES: Fb ■ 1,100. PSI, Fv • 400 P61, Fc • 680 PSI (PERPENDICULAR), E • 1,300,000 PSI. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE LIMED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUM • L/480, FLOOR TOTAL LOAD MAXIMUM • L/240. PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS 46 STATED iN THE GENERAL NOTES. TRUSSES 614ALL BE DESIGNED 4 STAMPED BY A LICENSED PR©PESSPONAL ENGINEER AND FABRICATED ONLY FROM THOSE DESIGNS. NONBEARING WALLS SHALL BE I4ELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER (SUCH AS SIMPSON STC) TO ENSURE THAT THE TRUSS 15011O1 CHORD WILL NOT BEAR 014 THE WALL ALL PERMANENT TRUSS MEMBER BRACING SHALL BE INSTALLED PER THE TRUSS DESIGN DRAWINGS. ROOP/WALL/PLOOR SHEATHING TYPICAL WALL 4 ROOF SHEATHING SHALL 1:3E 1/16' RATED SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE ed COMMON o 6' O.C. PANEL. EDGES AND 12' O.C. IN FIELD UN.O. ON SI4EARIJALL S^..HEDULE. SPAN INDEX SHALL BE 24/0 FOR WALLS AND 24/16 FOR ROOF. FLOOR SI -!BATHING SHALL BE 3/4' 74G RATED (40/20) SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMON AT 6' O.C. PANEL EDGER AND 12' O.C., 114 FIELD. SPAN INDEX SHALL BE 40/20 UNLESS NOTED OTHERWISE. STAGGER END LAPS At ROOF AND FLOOR SHEATHING. WALL FLASHING APPROVED CORROSION -RESISTANT FLASHING 61-IALL BE PROVIDED IN THE EXTERIOR UALL 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 TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. A7 TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO SE LEAKPROOF, 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRICTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON SON SIDES UNDER STUCCO OPENINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 1. AT BUILT-IN GUTTERS. IF IF IP w iP i agYl.....ITS WINDOWS SHALL BE INSTALLED AND FINISHED 114 ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. ALL SKYLIGHTS AND SKY WALLS TO BE LAMINATED GLASS UNLESS NOTED OTHERWISE. SECTION 8310 -EMERGENCY ESCAPE 4 RESCUE OPENINGS R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. BASEMENTS, HABITABLE ATTICS :AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE REQUIRED N EACH BLEEPING ROOM. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY I1470 A PUBLIC WAY, OR TOA YARD OR COURT THAT OPENS TO A PUBLIC WAY. EXCEPTION: STORM SHELTERS AND BASEMENTS USED ONLY TO HOUSE MECHANICAL EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQ FT. MINIMUM OPENING AREA: ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL NAVE A MIN. NET CLEAR OPENING OF 5.1 SQ. FT. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MiN. 5.0 SQ. FT. MINIMUM OPENING HEIGHT: THE MIN. NET CLEAR OPENINGS 1-IEIG4-IT SHALL BE 24 INCHES. MINIMUM OPENING WIDTH: THE MN NET CLEAR OPENING WIDTH SHALL BE 20 INC/42S. MAXIMUM SILL HEIGHT: IN DUELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING 15 LOCATED LESS THAN 24' ABOVE TI4E FINISHED FLOOR AND GREATER THAN 12114 ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4' DIAMETER SPHERE TO PASS THROUGH THE OPENING WHERE TIME OPENING I8 IN ITS LARGEST OPENED POSITION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH 45T11 F 2090. 3. OPERABLE WiNDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION R31222. SAFETY GLAZING SHALL BE INSTALLED 114 THE FOLLOWING LOCATIONS OR AS OTHERWISE REQUIRED PER iRC SECTION 8305.,4 1. SIDE HINGED DOORS 2. SLIDING GLASS DOORS AND PANELS IN SLIDING 4 151 -FOLD CLOSET DOOR AUEMBLIES 3. STORM DOORS 4. SHOWER AND BATH TUB, Hot TUB, WHIRLPOOL, SAUNA, STEAM ENCLOSURES 5. GLAZING W/ THE EXPOSED EDGE WITHIN A 24' ARC OF EITHER VERTICAL EMI!: OF ADOOR 114 THE CLOSED POSITION 4 BOTTOM EDGE IS LESS THAN 60' ABOVE THE WALKING SURFACE GLAZING GREATER 714AN 9 SP. AND LESS THAN 18' ABOVE FINISHED FLOOR IN GUARDRAILS LESS THAN t8' ABOVE FINISHED FLOOR WHERE 714E BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS 714414 36' ABOVE THE PLANE OF THE ADJACENT WALKING OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE CONSIDERED A HAZARDOUS LOCATION. VED8. taa'zzi No changes it n be made to plans '°, approval firtm ttte Planning Division of DCD Approved By: L 1"ot✓<n • Date: 1 --tot -II slaseseseemmel REVISIONS No changes shall hn made to the scope of work without prior approval of Tukwila IBuilding Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. rr • 1,,►� :. ,.air 0 ..1. GENERAL MAINTAIN 1' CLEARANCE ABOVE INSULATION FOR FREE AIR FLOW. INSULATION BAFFLES t0 EXTEND 6' ABOVE BATT INSULATION INSULATION BAFFLES TO EXTEND 12' ABOVE LOOSE PILL INSULATION INSULATE BEHIND TUBS/SI-TOWERS, PARTITIONS AND CORNERS FACE -STAPLE FACED BATTS FRICTION -FIT UNPAGED BATTS USE 4 MIL POLY VAPOR RETARDER AT EXTERIOR WALLS R-10 INSULATION UNDER ELECTRIC WATER HEATERS. INSULATION MATERIALS INSULATION MATERIAL, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES, AND ATTICS SHALL HAVE A FLAME -SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 EXCEPTIONS: 1. WHEN SUCH MATERIAL ARE INSTALLED 114 CONCEALED SPACES, THE FLAME -SPREAD AND SMOKE-DEVELOPEMENT LIMITATIONS DO NOT APPLY t0 714E FACINGS, PROVIDED 71-1AT THE FACING 16 INSTALLED IN SUBSTANTIAL CONTACT W1714 THE UNEXPOSED SURFACE OF THE CEILING, FLOOR, OR WALL FINISH. 2. CELLULOSE LOOSE -FILL INSULATION, WHICH IS NOT SPRAY APPLIED, COMPLYING WITH THE REQUIREMENTS OF IRC R316. 3. SHALL ONLY BE REQUIRED TO MEET THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. INFILTRATION CONTROL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, PENETRATIONS N FLOORS, ROOFS AND WALLS ,AND ALL SIMILAR OPENINGS SHALL BE SEALED, CAULKED, GASKETED OR WEATI-ERSTRIPPED t0 LIMIT AIR LEAKAGE. VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED CEILING SPACES AND AT EXTERIOR WALLS. GROUND COVER OF 6 MIL (0.006') BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER THE GROUND IN ALL CRAM. SPACES. THE GROUND COVER SHALL BE OVERLAPPED 12' AT EACH JOINT AND SHALL EXTEND t0 THE FOUNDATION WALL. NSPECTIC*18 POSTING OF CERTIFICATE LUBEC R4013 A PERh'1ANENt CERTIFICATE SHALL BE COMPLETED BY THE GUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED ON A WALL N THE SPACE WHERE THE FURNACE 18 LOCATED, A UTILITY ROOM, OR AN APPROVED LOCATION INSIDE THE BUILDING. WHEN LOCATED ON 414 ELECTRICAL PANEL, THE CERTIFICATE SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABELS. THE CERTIFICATES SHALL LIST THE PREDOMINANT R -VALUES OF INSULATION INSTALLED IN OR 014 CEILING/ROOF, WALLS, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND FENESTRATION AND TI4E SOLAR HEAT GAIN COEFFICIENT (SI -IGC) OF FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATES SHALL LIST TIME VALUE COVERING THE LARGEST AREA. THE CERTIFICATES SHALL LIST THE TYPES NAND EFFICIENCIES OP HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. WHERE A GAS-FIRED UNVENTED ROOM HEATER ELECTRIC FURNACE, OR BASEBOARD EL3ECTRiC HEATER IS INSTALLED 114 THE RESIDENCE, THE CERTIFICATES SHALL LIST 'GAS-FIRED UNVENTED ROOM HEATER' 'ELECTRIC FURNACE' OR 'BASEBOARDELECTRIC HEATER ' AS APPROPRIATE. AN EFFICIENCY SHALL BE NOT BE LISTED FOR GAS-FIRED UNVENTED ROOM I -EATERS, ELECTRIC FURNACES OR ELECTRIC BASEBOARD HEATERS. EXCEPTION: DUc76 OR PORTIONS THEREOF LOCATED COMPLETELY INSIDE 114E BUILDING THERMAL, ' ENVELOPE. DUCTS LOCATED IN CRAWL SPACES DO NOT QUALIFY FOR THIS EXCEPTION. DUCT LEAKAGE TESTING: DUCTS 614ALL BE LEAK TESTED IN ACCORDANCE WITH MU RS -33, USING 714E MAXIMUM DUCT LEAKAGE RATES SPECIFIED IN 2015 WSEC SEC. R40333. A UJRITTEN REPORT OF THE RESULTS SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED t0 THE CODE OFFICIAL. WILDING AIR LEAKAGE TESTING 2015 WSEC SEC. R402.4 714E BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED T0` LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS R402.4.1 THROUGH R402.4.4. 6s 2015 UNIFORM PLUMING CODE SEC. 312.12 STRAINER PLATES ON DRAIN INLETS SHALL DE DESIGNED AND: INSTALLED'60.71-447140-.OPENING EXCEEDS;�2'OF AN INCH 114 THE LEAST DIMENSION �..: 312.12.1 METER BOXES SHALL BE CONSTRUCTED IN SUCH AN MANNER THAT RATS CANNOT ENTER A BUILDING BY FOLLOWING THE SERVICE PIPES FROM 714E BOX INTO THE BUILDING. 312.122 METAL COLLARS IN OR ON BUILDINGS WHERE OPENINGS HAVE BEEN MADE 114 WALLS, FLOORS, OR CEILINGS FOR THE PASSAGE OF PIPES, SUCH OPENINGS SHALL BE CLOSED AND PROTECT ED 8Y THE INSTALLATION OF APPROVED METAL COLLARS SECURELY FASTENED TO THE ADJOINING STRUCTURE. 312.123 TUB WASTE OPENINGS N FRAMED CONSTRUCTION :TO CR• UJL SPACES 47 OR BELOW THE FIRST FLOOR SHALL BE PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS OR METAL SCREEN SECURELY FASTENED t0 THE ADJOINING STRUCTURE WITH 140 OPENING EXCEEDING '2 OF AN INCH N THE LEAST DM.'•4i:''1N. WSEC SECTION R404 R404.1 INTERIOR LiGHTING A 11114111111 OF 15 PERCENT OF ALI. LUMINAIRES SHALL BE 141G1-1 EFFICACY LUMINAIRES. LIGHTING THAT COMPLIES WITH THE PRESCRIPTIVE INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 iRC INTERIOR STAIRWAYS SHALL 15E PROVIDED WITH AN ARTIFiCIAV.. LiGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BU'''..DNG WIRING. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 FOOT- --LADLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH Al" EACH FLOOR LEVEL TO CONTROL. THE LiGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: A SWITCH 18 NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC R303.8 iRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED At THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POUJER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS t0 A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BER.wiDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED At THE BOTTOM LANDING OF THE STAIRJIAY. =-NOTCI4 ems PER SEC 86028 DRILLING AND NOTCHING OP STUDS SHALL BE IN ACCORDANCE WITH 744E FOLLOWING: 1. NOTCHING. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION SHALL BE PERMITTED TO BE CUT OR NOTCHED TOA DEPTH NOT EXCEEDING 25% OF ITS WIDTH. STUDS IN NONBEARING PARTITIONS SHALL BE PERMITTED TO BE NOTCHED 70 A DEPTH NOT TO EXCEED 40% OF A SINGLE STUD WIDTH. 2. DRILLING. ANY STUD SHALL BE PERMITTED t0 BE BORED OR DRILLED, PROVIDED THAT THE DIAMETER OF TI -IE RESULTING 140LE IS NO MORE 714414 60% OF THE STUD WIDTH, THE EDGE OF THE HOLE 18 NO MORE THAN 48 1C1-1 t0 THE EDGE OF THE STUD, AND THE HOLE IS NOT LOCATED IN THE SAME SECTION ASA CUT OR NOTCH. STUDS LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS DRILLED OVER 40% AND UP TO 60% SHALL ALSO BE DOUBLED WITH NO MORE THAN TWO SUCCESSIVE DOUBLED STUDS BORED. SEE FIGURES R602.6(1) AND R602.3(2). EXCEPTION: USE OF APPROVED STUD SHOES 18 PERMITTED 'tt:rlci. THEY ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. DRILLING AND NOTCHING OF TOP PLATE. PER SEC 86028.1 TUI -TEN PIPING OR DUCTWORK IS PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR LOAD-BEARING WALL, NECESSITATING CUTTING, DRILLING OR NOTCHING OF THE TOP PLATE BY MORE THAN 50 PERCENT OF IT'S WIDTH, A GALVANIZED METAL TIE NOT LESS THAN 0.054 NCH THiCK AND 1-1/2' INCHES WIDE SHALL BE FASTENED ACROSS AND t0 THE PLATE At EACH SIDE OF THE OPENING WITH NOT LESS THAN EIGHT 10d NAILS HAVING A MINIMUM LENGTH OF 1-1/2' INCHES AT EACH SIDE OR EQUIVALENT. THE METAL TIE MUST EXTEND A MINIMUM OF 6 INCHES PAST THE OPENING. SEE FIGURE 86028.1, EXCEPTION: WI -EN THE ENTIRE SIDE OF THE WALL WI714 THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING. Permit ,b1(10-0%4, Plan review eppro'Jn:! is subject to errors and omissions. Approval of corlsirociion documents does not authorize the violation o, any adopted code or ordinance. Reopt of approvocf Field Copy and conditions is acknowleclCed: City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 3 2017 11-c a gj ity of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 012016 PERMIT CENTER .2 ALL GLAZING TO ISE IN COMPLIANCE WITH THE 2015 WASHINGTON STATE ENERGY CODE. GLAZING U-FACTQQ_ VERTICAL OYERIEAD CEILING 028 050 R-49 VAULTED_ CEILING R-35 .11 maz &OE R-21 NT R-21 R-38 R-10 Lot # 1- Macadam City of Tukwila 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: L1 -1506.2R Date: 10-10-16 N-1 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: Date: N-2 ..... a' 2 ==--- ..... I vi......NT LAT oN Rt=---- au ........ xzw.,...... ROC)F ATTIC VENTILATION CALCULATIINT G --ATE 24 --0401=40LISSTI ATION SYST M SEC. MI501 rECMANIC•ALM1501.4.1 LOCAL EXHAUST FANS EXHAUST FANS PROVIDING LOCAL EXHAUST SHALL HAVE A MINIMUM HEATING EQUIPMB4T ALL WARM -AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND FAH FLOW RATING NOT LESS THAN 50 cfm At 025 INCHES WATER GAUGE FOR BATHROOMS, LAUNDRIES, INSTALLED TO LISTED SPECIFICATIONS. OR SIMILAR ROOMS AND 100 cfm NO WAR -1 -AIR FURNACES SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, FLOW RATINGS SHALL BE DETERMINED CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS EXCEPTION: WHEN A RANGE AT 025 INCHES WATER GAUGE FOR KITCHENS. MANUFACTURERS' FAN AS PER 14VI 916 (APRIL 1995) OR AMGA 210. HOOD OR DOWN DRAFT EXHAUST FAN 18 USED TO SATISFY THE BATHROOM, ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FUR4ACE, ENCLOSED FURNACES AN ELECTRIC HEATING FURNACES, LOCAL EXHAUST REQUIREMENTS LIQUEFIED. PETROLEUM GAS-BURNNG APPLIANCES SHALL NOT BE NSTALLED IN A PIT. BASEMENT OR SIMILAR SHALL NOT BE LESS THAN LOCATION WHERE HEAVIER THAN AIR GAS MIGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED N 111507 d2 LOCAL EXHAUST AN ABOVE GRAD: UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION 18 PROVIDED WITH AN SWITCHES, DE14UMIDIStATB, APPROVED MEATS FOR REMOVAL OF UNBURNED GAS. SWITCHES, HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES .4 GLOW, SPARK OR FLAME SHALL BE CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS, AND SWITCHES AT LEAST 18' ABOVE THE FLOOR LEVEL T ` , = - ,•13.3(1) 100 CONTROLS TIMERS, READILY CasIT FOR ciln ACCESSIBLE. KITCHENS, THE RANGE HOOD OR DOWN DRAFT AT 0.10 INCHES WATER GAUGE. LOCAL EXHAUST SYSTEMS SHALL BE CONTROLLED OR OTHER APPROVED MEANS. LOCAL EXHAUST I • =MOLE maim EXHAUST BY MANUAL SYSTEM I TEMPERATURE CONTROL THE PRIMARY SPACE CONDITIONING SYSTEM WITHIN EACH DWELLING UNIT SHALL BE VEPI'I'IL.ATIMI SYSTEM AIR FLau RATE G .II NT6r. 40'-0'(20 EAVE VENTS) PROVIDED WITH AT LEAST ONE LE THERMOSTAT FOR THE REGULATION OF TEMPERATURE WSEC SEC. DWELLING NUMBER OF BEDROOMS VENTILATION CALCULATIONS 4 ISEQUI EVENTSUNIT V=NtILATION EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE BW GAS VENT SHALL BE FLOOR AREA(SP) ID -1 2-3 4-5 6--r >1 INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MFR'S INSTALLATION INSTRUCTIONS AND APPLICABLE AIRFLOW IN CFM At LEAST 40%4 NOT MORE THAN 50% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST PONT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. VENTILATION REQUIRED PER SEC. MEOW- ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES GODS REQUIR2EM A TYPE L.VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE THE HIGHEST POINT WHERE THE VENT <1,500 30 45 60 "15 SO PASSES THROUGNI THE ROOF OF THE BUILDING AND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' O;'= 714E VENT. 1,501-3,000 60 '15 SO 105 UTILITY ROOM NOTES/MAKE UP AIR: 3,001-4,500 60 '15 9O 105 120 FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSIONS OF 1/16' NCH MINIMUM AND 1/4' INCH MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4' SHALL BE PROVIDED WITH C0RROSION-RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16' MINIMUM AND 1/4' MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM t0 THE REQUIREMENTS OF SECTION 8802.1. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO ® ® ® ® ® ® ® 1. WHERE THE EXHAUST DUCT 18 CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED 4,501-6,000 15 90 105 120 135 WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION. 6,000-1500 `O 105 120 135 150 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL 13E PROVIDED WITH MAKE UP AIR WHERE A CLOSET IS DESIGNED 1"OR THE INSTALLATION OFA CLOTHES DRYER ,4N OPENING HAVING AN AREA OF NOT LESS THAN 100 >i,SIDID 105 120 135 150 165 SQ. INCHES 10R MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED 33Y O T HER APPR MEANS. T °' : _: 3(2) ITT I THE OUTSIDE AIR MNIMUM VENT AREA PER SEC. 88062 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 C _rte tx ' D ■ 100 $Q INCH TRANSFER GRILL PER IRC G2439r4 (614.6) VENTILATICN RAM PACT • �- 24 VENTILATICN SYSTEM. C. �- ,..•4 RUN-TIME % IN EACH 259'0 33% 509'0 6690 15% 100% OF THE AREA OF THE VENTED SPACE. VENT AND INSULATION CLEARANCE PER SEC. R8063 - WHERE EAVE OR CORNICE VENTS ARE -HOUR SEGMENT AS AMENDED BY WASHINGTON STATE FACTOR 4 3 2 1.5 13 1.0 INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR NOT LESS THAN A 1 -INCH SPACE SHALL SE PROVIDED BETUE:EN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. UPPER ROOF: (AREA 1) ® M1501.1 GE41ERAL WHERE LOCAL EXHAUST OR WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS AND EQUIPMENT ._, SHALL BE DESIGNED IN ACCORDANCE WITH THIS SECTION. I10II ,� MIN M I LOCAL ■I T TSS MI5012 RECIRCULATION OF AIRS, EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED tUTHIN A RESIDENCE OR TO ANOTI-!ER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO AREA t0 BE EXHAUSTED EXHAUST RATES THE OUTDOORS. EXHAUST AIR MOM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE OR OCHER AREAS OF THE BUILDING. 1115013 1111: TLE -HOUSE MECHANICAL VENTILATION SYSTEM WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS KITCHENS 100 cftn INTERMITT1=Nt OR 25 cfm CONTINUOUS 2,025 SQ. rr. OF ATTIC AMA/300■ 6.15 SQ. FT. NOTE UPPER ROOF VENTING PROVIDED BY 7'x10' ® OF VENTILATION REQUIRED (912 SQ. INCHES) UPPER VENTS ■ 486 Sq. In. (10 AF50 VENTS) NOTE: IMI A1:50 ROOF VENTS. (50 $ IN. PER VENT) EAVE VENTING PROVIDED BY (4)-2 VS' DIAMETER LOWER VENTS • 486 Sq. In. 'BIRD HOLES' PER EAVE BLOCK a • - BE DESIGNED IN ACCORDANCE WITH SECTIONS M15013.1 THROUGH MI50133. MI5013.1 SYSTEM DESIGN EACH DWELLING UNIT OR GUESTROOM SHALL BE EQUIPPED WITH A VENTILATION SYSTEM BATHROOMS -TOILET RMS LAUNDRY ROOMS MECHANICAL EXHAUST CAPACITY OF 39 EAVE VENTS x 12' PER BLOCK ■468 Sq. In. (4)-2 VS' DIA HOLES ■ 14.16 Sq. In. w/O MESH }' 1 AF50 VENTS x 50' PER VENT ■ 50 Sq. In. NRA. w/ MESH • 12' Sq. 1n. PER BLOCK T1 ZDNSHALL +- COMPLYING WITH SECTION M1501.3A, M150135, MI5013.6 OR M150136.1. COMPLIANCE IS ALSO PERMITTED t0 BE DEMONSTRATED THROUGH COMPLIANCE WITH THE INTERNUATIONAL MECHANICAL CODE OR ASNRAE STANDARD 622. INDOOR SWIMMING POOLS 4 SPAS 50 cfm INTERMITTENT OR 20 cfm CONTINUOUS -. a '4 W18' MI50T32 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 t0 114E �- `1.14;,.'".,r •1 _iti Iir,� OCCUPANT °BY THE INSTALLER OF THE SYSTEM. 1 .1 _6.� '; (.0' • _ . _.► . � J to. .- �. 1" �� -'i'(9 EAVE VENTS) 0 Z-4 ? W _' ti e 3. LOCAL E <44AUST SYSTEMS. LOCAL EXHAUST SYSTEMS SHALL BE CONTROLLED BY MANUAL SWITCHES, 2015 WSEC: 3.5 ENERGY CREDITS REQUIRED PER TABLE 4062 DE11UM1O16TAT8, TIMERS, OR OTHER APPROVED MEANS. 4. CONTINUC. (WHOLE■HOUSE VENTILATION SYSTEMS. CONTINUOUS WHOLE -HOUSE VENTILATIONS SYSTEMST SHALL OPERATE CONTIN.OUSLY AND BE EQUIPPED WITH AN OVERRIDE CONTROL. A 'FAN ON' SWITCH SHALL BE ENERGY CREDIT ,' TIONS: (Ia, 3a, 5a, 5c ■ 3.5 CREDITS) PERMITTED A8 A N OVERRIDE CONTROL. CONTROLS SHALL BE CAPABLE OF OPERATING 714E VETILATION la -EFFICIENT BUILDING ENVELOPE (0.5 CREDIT) SYSSTEM WITHOUT ENERGIZING OTWER ENERG-CONSUMING APPLIANCES. A CLEARLY VISIBLE LABEL SHALL BE PRESCRIPTIVE ING ENVELOPE CE IS BASE ON TABLE 8402.1.1 WITH THE FOLLOWING AFFIXED 70 THE CONTROLS THAT READS 'WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS).' MODIFICATIONS: 5. INTERMITTENT WHOLE -HOUSE VENTILATION SYSTEMS. INTERMITTENT WHOLE -HOUSE VENTILATION SYSTEMS SHALL _VERTICAL FENESTRATION U■028 COMPLY WI'f14 THE FOLLOWING: - FLOOR R-38 5.1 THEY SHALL BE CAPABLE OF OPERATING INTERMITTENTLY AND CONTINUOUSLY, _SLAB ON GRADE R-lID PERIMETER AND UNDER ENTIRE SLAB 52 THEY 514A -L HAVE CONTROLS CAPABLE OF OPERATING THE EXHAUST FANS, FORCED -AIR -BELOW GRADE SLAB R -IID PERIMETER AND UNDER ENTIRE SLAB SYSTEM FANS, OR SUPPLY FANS WITHOUT ENERGIZING OTHER ENERGY -CONSUMING APPLIANCES. 53. 0R 53 714E SYSTEM SHALL BE DESIGNED SO THAT IT CAN OPERATE AUTOMATICALLY BASED ON THE -COMPLIANCE BASED ON SECTION R402.I.4: REDUCE THE TOTAL UA BY 5%. TYPE OF CONTROL TIMER INSTALLED. 5A THE INTERMITTENT MECHANICAL VENTILATION SYSTEM SHALL OPERATED AT LEAST ONE HOUR OUT 3a - HIGH EFFICIENCY HVAC EQUIPMENT (10 CREDIT) OF EVERY FCUR - GAS, PROPANE OR OIL -FIRED FURNACE WITH MINIMUM AFUE OF 94%, OR 5.5 THE SYSTEM 54-1ALL HAVE .4 MANUAL CONTROL .AND AUTOMATIC CONTROL, SUCH ASA 24-14OUR CLOCK. TIMER. - GAS, PROPANE OR OIL -FIRED BOILER WITH MINIMUM AFUE OF 9291; TO QUALIFY TO CLAM 71418 CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY 5.6 OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND 6.1 AT 714E TIME OF FINAL INSPECTION, THE AUTOMATIC CONTROL SHALL BE SET TO OPERATE THE THE THE MINIMUM EQUIPMENT EFFICIENCY. WHOLE -HOUSE FAN ACCORDING t0 THE SCHEDULE USED TO CALCULATE THE WHOLE -HOUSE FAN SIZING. 5a - EFFICIENT WATER HEATING (0.5 CRE=DIT) 5.8 A LABEL SHALL BE AFFIXED 70 THE CONTROL THAT READS 'WHOLE HOUSE VENTILATION (SEE - ,ALL SHOWERHEAD AND KITCHEN SINK FAUCETS INSTALLED R4 THE HOUSE SHALL BE OPERATING INSTRUCTIONS).' RATED AT 1. GPM OR LSS. MI50132.I S; WEATHERRESISTANT BARRIER OVER SHEATH Nc' O? SUlZe3TV ATE FINISH SIDING O5M TRIM FLASHING WITH 3" MIN. VERTICAL LEO HORIZONTAL. 10100D TRIM l OR I Z. TRIM AT SHEATHING/WOOD STUDS N.T.S. 2x6 EXTERIOR WALL 1/16' PLY OR O55 SHEATHING, TYP. SIDING PER ELEVATIONS OVER VAPOR BARRIER, PRE -FINISHED CONTINUOUS SHEETMETAL FLASHING, TYP. COMP. ROOFING OVER VAPOR BARRIER ATOP 1/16' PLY OR 055 SHEATHING, TYP. TRUSS OR RAFTER PER PLAN ROO: TO WAI-1. PI -ASH NCS DETAIL. N.T.S. MASONRY VENEER - GENERAL NOTES PER SEC. 8103.8 ANCHORED STONE AND MASONRY VENEER SHALL BE INSTALLED IN ACCORDANCE WITH THIS CHAPTER, TABLE R103.3(1) AND FIGURE R103.8. MAXIMUM THICKNESS 4 INCHES 4 20 FEET HIGH SPC D0 4 D1 MAXIMUM 4 NCHES THICK 4 MUST HAVE WALL BRACING SPC D2 MAXIMUM 3 INCHE5 THICK 4 MUST HAVE WALL BRACING MASONRY VENEER SHALL NOT SUPPORT ANY VERTICAL LOAD OTHER THAN TI -IE DEAD LOAD OF THE VENEER ABOVE. MINIMUM 3/4 GAP BETWEEN TOP OF VENEER 4 STRUCTURAL FRAME INCLUDING ROOF RAFTERS. METAL TIES MAXIMUM 24 INCHES HORIZONTAL 4 VERTICAL SPACING. TIES IN SPC 1,0, DI, 4 D2 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' DIA. 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. 12 NI 5/4x8 BAND P. W✓ FLASHING IM -41;a \�\\\ \�\\\� \\\�\ \\\\\ —_ \ \\\\ \\\ \:o. — \W\\ \\\\\\a \\\ \\\\\\\\\\ \\ ,II REAR LVATION ,41111�\\iii" 0 BARGE UJ/ X6 4 IX3 RAKE TRIM 5/4x8 BAND BD. W/ FLASHING BOARD 4 BATT LEFT ELEVATION 5/4x6 WINDOW , POOR * CORNER TRIM @ FRONT 12 5/4x8 BAND W/ FLASHING CONT. Curr t 1 1 TYP PER SIDE IF SITE REQUIRES 5/4x4 CORNER SD'S 6" EXP. HOr1Z. SIDING STONE VENEER (ADHERED) 5/4x8 BAND BD. FLASHIN& GRADE TO SLOPE AWAY FROM FOUNDATION A MIN. OF 6" WITHIN THE FIRST 10' RIGHT ELEVATION va '= 11-0" 5/4x8 BAND SD. ATOP SLAB PONT 4 REAR PORCHES W/ FLASHINGS FRONT ELEVATION COPYRIGHT 2009 Landmark Design Inc. AIL RIGHTS RESERVED 116- 0326 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 2017 OK of Tukwila BUI r VISION RECEIVED CITY OF TUKWILA DEC 012016 PERMIT CENTER HOUSE NUMBERS TO BE VISIBLE 4 LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET FRONTING THE HOUSE. ADDRESS NUMBER SHALL 8E MIN. 4' HIGH 4 A MIN. STROKE WIDTH OF 1/2' PER SEC. 83131 1r E .6 • as woo ❖ xM fA as woo „co • zx 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:7 L1 -1506-2R Date: 10-10- I , 1 40'-0' ♦ 6x6 P.T. POST W/ PS BASE ON 30'x30'x12' CONCRETE FTG. W/ (3).4 E.W. 111-0' LSTA30-811 TO RIM 4X10 29'-0' ♦ .1 r' 49'-0' ♦ 29'-0' 15'-3' 13'-9' 5'-11i' ♦ r 5'-0 ' ♦ 1'-10' 11-5' 6'-9i' 61-11k 8/0X6/0 XOX 6/0X5/0_ XO ;it -' \ G�G� WO TO EGRESS SPACED DECKING MASTER $ORM 6/0X8/0 SGD % �' "' 1) �� 9' GLG, ///i�\i//a///� jill�l////// g 2 /% GU- 6.451(r ► l 21-0' ' METAL FIREPLACE INSTALL PER MFR i INT. VAULT LN. • - u 110V GREA rt ROOM 5'-1' • s '-1' DINING ROOM +- 5 5'-1' S' -I -i S.D. '-. �I 16d aS'OGG. (1- 122 a ta LEDGER , r , , vg's (3 -,1>WS 2'-8 ' I 20'-0' 3 -6' 41-1' ♦ 2'-1' 6'-5' • 110V 9 O .�. i 2X6 WALL in Ilk LIN. l`- / �jS' HI OPNG.-I �` 1,4STER $ . AN .fl No -.1 i-• 2 - ,- IMO 111•11.111010 IMP 0' - EATING COUNTER 1 L �`°� I r 9 ' r---- _ ' _1- �6 �A m 01k i m 1 5'-2 A/...�... „ , , ,,,. SINK ;;; EF.I W TU. 1 I I -MY L / G OS. 71 KI EN _ 9 cLG. _j -1 I 61.0 1 ,1.91 ( 5'-2 ' 5'-2i' 10�� _� 9' V�T03 7.0 DESK 5' 2i' D �T.O 5'-► 1 LA 5'-2 ' 9' cLG. MIN. ESS J 5'-4 R ,.., _. I HI ?LNG, _ `� O - I ;' - - _ 4X10 �k � Q L �� r -�-- N 1 // 146' MI SOLID CORE TANKLESS FURL 1 ii/iio rimer//li/ / // //iii / ii /A7E : r ////// r Ui//// _.,, DOOR 241XS' -r- PADS ORA (Tyr, ..... II 1 1 11' CLG. _,,,,,, / 20 j ti -Y1 REL IN. RATED / r C (Gser _�,_ _�_ $E1�ROOM 2 I1- I I P � "i WALL RINNAI II I9' miliP / S'-10' HOT WATER SYSTEM I.!!!jIIl 2'-44,, 11P.H1'bFNCs. 5'-4' 1 (ENERGY FACTOR=091) LL ENTRY 0 WL.SPACE ' 1v CLG. -I 6,�R,46E I y '- I O 'X' 's Q PAIR S.D. t- -� 6 M T S'- L VISQUEEN -IROUGHOUT _AP ' SPLICES VAPOR CRAULSPACE 12'. (BLACK) BARRIE � O - ',rte AND BEAMS IN 1/2' TYPE 'X' GWS AI . $,STH 1/6X6 0 i 3 9' CLG. ® I1 F. ' �� NO DUCT OPENINGS IN GARAGE. Wr A A ' � s DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, Ter cn iv �f��MI� MIN. 26 GAGE STEEL. ��► 1� I ri PORCH 1101 ® - I1J j 0O % ;i- F BLOCKOUTFOR]FURN. k.,�///////li;' S.D. •- itl 1 `/r//,/,///� 16/0 x 8/0 O.H. 'ODOR 16'-3' R:o. ii,,,,// $EPROOM S 0 II ;': egi WARE 1s �I TRACER AT NON- % 9' CLG. '� 2.0 0-- 1 'N 11 0 i al N. CRAWL -- X24' ACC 1 -'-8' 2X10 I -1F2 JST. a 16' O.G. /I 6/0X6/0 11-5' ♦ 2.0 i/iy/ i A v / 12'-0' 1 2'-10' 9'-9' 9'-9' ♦ ♦ 14'-10' 1 5'-5'♦ ♦ 19'-6' ♦ '8' 401-0' DBL. 2X1 '-9' M Q 4' CONC. SLAB OVER 4' COMPACT 9 FigDF2 1 0 dIl It SAND AND GRAVEL BASE SLOPE 3'TO0OORS CI_ , v. - � i--F �� ir I -6° e& 4.4( De Vo, 1 , - r. r 10111 - _ - - 4 BART, ---1 i8 O.C.\\ ------‘1-a 41 , .... .. ,.. N.. ill IF MN -in A 1 1 - \�� an ' • -\`a , 2.0 61 III\j�O \ .�D�\`�.�,-_ `\ , : 4x6 - ON 24 CjI�!G �� I! � �\ 8 ,-�NCSUTALL 85- SEE SI --ON PRODUCT GUI E FOR CURS HEIGHT AND PORTAL INSTALLATION Ca IN Num .... MIMI - _ ______ ,ill� 14'-10' 5'-8' 1'-1' 16'-3' 19'-6' 40'-0' FOUNDATION NOTES: 1. ALL FOOTINGS TO SEAR ON FIRM UNDISTURBED SOIL. 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL SEAMS TO BE 4x10 DFL 02 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA. x 5' CONC. PADS UNLESS NOTED OTHERWISE. 4. ALL POSTS TO 8E ANCHORED AGAINST LATERAL MOVEMENT. 5. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. 6. FLOOR JOISTS SHOULD 8E SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT, 8Y SOLID BLOCKING OR SY ANOTHER APPROVED METHOD. ouNaAriou FLAN 1. PROVIDE MINIMUM 18'-24' CRAWL ACCESS. •CRAWL ACCESS HATCHES OR DOORS SHALL SE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 8. PROVIDE CRAWL SPACE VENTILATION PER IRC SECTION R408. *FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. 9. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER 10.PREVENT WOOD TO CONC. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. 11.41 12.4 INDICATES 'SIMPSON' HOLDDOUTN. SEE 81-IEARWALL SCHEDULE FOR ANCHOR BOLT SIZE 4 SPACING (SI -IT SID). f ♦ GENERAL NOTES: 1. ALL WORK TO BE IN CONFORMANCE WITH 2015 IRC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER WALLS TO BE WATERPROOF TO MINIMUM 12' ABOVE DRAIN. 6. SHOWERHEADS t KITCHEN FAUCET TO BE LIMITED TO MAXIMUM 1.15 GPM. FLOW. ALL OCHER LAVATORY FAUCETS TO 8E LIMITED TO MAXIMUM 1.0 GPM FLOW. 1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO SE SAFETY GLASS. 8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 15' OF FLOOR TO 8E SAFETY GLASS 9. 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 DWELLINGS, INCLUDING /BASEMENTS AND HABITABLE ATTICS, AND ALARMS TO SE INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY FROM A BATHROOM THAT CONTAINS A 13ATI-ItUB OR SHOWER. ALARMS TO 8E INTERCONNECTED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. =SMOKE ALARM -CARBON MONOXIDE C0M80. 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. 8315 AN APPROVED CARBON MONOXIDE ALARM SHALL SE INSTALLED ON EACH FLOOR 4 OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2015 IRC 4 WA. STATE AMENDMENTS SEC R315. 11. INSULATE ALL WATER PIPES PER UPC SEC 32.6 MINIMUM R-4 INSULATION 12. ALL DUCTS 4 EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO A MINIMUM OF R-5 PER WSEC R4033.1. DUCTS WITHIN A ;CONCRETE SLAB OR IN THE GROUND SHALL 8E INSULATED TO R-10 WITH INSULATION DESIGNED TO 13E USED BELOW GRADE. 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO WALKWAYS. ALL EXHAUST DUCTS SHALL. TERMINATE OUTSIDE THE BUILDING. PER R303.5.2. 14. GAS PIPING IS t0 BE PROTECTED PER G2451. WHERE PIPING 15 INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPINGS IS LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMING MEMBER FACE TO WHICH WALL, GEL'‘, OR FLOOR MEMBRANES WILL 8E ATTACI-IED, TI -E PIPE SHALL BE PROTECTED BY SfiL j-\� TWAT COVER THE WIDTH OF T FRAMING MEMBER AND THA THAN 4 INCHES TO EACI-k SIDE MEMBER WHERE THE FRAMING PIPING P,s1:S THROUGH IS A 8 , TOP PLATE OR t TES SHALL COVER THE EXTEND NOT LESS TH CI -LES BOTTOM FRAMING MEMS : AND NOT CHES BELOW THE TOP FRAMING PE AND ND NOT L HEFR t I Er.. -THAT "` - PLATE I\ RACK, A . M � A �,;, r /S "�� MEM - LEATTIC - RA - ' HATCHES OR DOORS SHALL`° WEAT IR STRIPPED AND INSULATED t0 EVESIVALENT TO THE INSULATION ON THE • ING SURFACES 16. •LE HOUSE VENTILATION 24 NR TIMER, READILY ACCESSIBLE 4 WITH LABEL AFFIXED TL) CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (6EE OPERATING INSTRUCTIONS) 11. PRYER DUCT SPECIFIED LENGTH PER SEC 111502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL 8E 35 FEET(10.668mm) FROM TI -E CONNECTION TO THE TRANSITION DUCT FROM THE DRYER t0 THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF. THE EXHAUST DUCt SHALL 8E REDUCED IN ACCORDANCE WITH THE TABLE 111502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 15. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SHALL 8E INSULATED SY COMPLETELY FILLING THE CAVITY WITH: A MATERIAL RAVING A THERMAL RESISTANCE OF R-3 PER INCH MINIMUM PER 2015 WSEC TABLE R402.4.1.1. VENTILATION USE 3'x3'x1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS CRAWL SPACE VENTILATION TOTAL NET FREE AREA REQ'D 1506/150 = 10.04 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION 15 VENTS IRE Q' 401-0' 1I'-0' ♦ 29'-0' 15'-3' 13'-9' 5'-11i' ♦ r 5'-0 ' ♦ 1'-10' 11-5' 6'-9i' 61-11k 8/0X6/0 XOX 6/0X5/0_ XO G�G� E17 te ,- n EGRESS SPACED DECKING MASTER $ORM 6/0X8/0 SGD % �' "' 1) �� 9' GLG, ///i�\i//a///� jill�l////// g 2 /% GU- 6.451(r ► l 21-0' ' METAL FIREPLACE INSTALL PER MFR i INT. VAULT LN. • - u 110V GREA rt ROOM - - - • s SPECS. PROVIDE 6' SQ. IN. OUTSIDE AIR D.V. DINING ROOM +- VAULTED -i S.D. 9' CLG. , r , , 2'-8 ' u. 20'-0' 3 -6' 41-1' 11' 2'-1' 6'-5' • 110V 9 O .�. i 2X6 WALL in S.D. LIN. l`- / �jS' HI OPNG.-I �` 1,4STER $ 1 - ,- 0' - EATING COUNTER \\ �`°� _ E . A/...�... „ , , ,,,. SINK ;;; EF.I W TU. 1 I I -MY L / G OS. 71 KI EN _ 9 cLG. _j -1 I x ( o 10�� _� 9' V�T03 ;;% /y DESK D �T.O 1 1 LA _dix.3 IC 9' cLG. MIN. ESS J R ,.., \ 8} I HI ?LNG, _ `� O - I ;' - - _ � Q L - _ PANT. r -�-- N 1 // 146' MI SOLID CORE TANKLESS FURL 1 ii/iio rimer//li/ / // //iii / ii /A7E : r ////// Ui,////id///i/4,/////// Ui//// WOOD DOOR - -r- \ \ \ II 1 1 11' CLG. 1 1 I / 20 j ti -Y1 REL IN. RATED / r C (Gser VE AL1 I - ACt $E1�ROOM 2 I1- I I P � "i WALL RINNAI MOUNTED RL151 NAT. GAS ,,,,,,,,,,,yam,//,/,/,,,////// / HOT WATER SYSTEM 9' CLG. 10'-1' / 21-81 2'-44,, 11P.H1'bFNCs. 5'-4' 1 (ENERGY FACTOR=091) LL ENTRY 0 1101 ' 1v CLG. -I 6,�R,46E I y '- I O 'X' 's Q PAIR S.D. t- -� USE 1/2' TYPE GWB ON ALL STRUCTURAL WALLS. (1) LAYER 'X'SG ON CEILINGS. WRAP ALL WARM AND 5/8' TYPE EXPOSED POSTS O - ',rte AND BEAMS IN 1/2' TYPE 'X' GWS AI . $,STH 1/6X6 Fhb i 3 9' CLG. ® I1 F. ' �� NO DUCT OPENINGS IN GARAGE. Wr A A ' � s DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, cn iv 1-n MIN. 26 GAGE STEEL. ri PORCH 1101 ® / 0 j 0O % ;i- �l k.,�///////li;' S.D. /,„/� itl 1 `/r//,/,///� 16/0 x 8/0 O.H. 'ODOR 16'-3' R:o. ii,,,,// $EPROOM S 0 1 1 WARE 1s �I TRACER AT NON- % 9' CLG. UPC METAL WATER SERVICE PIPING 0-- PER ® 8P _ 1 1 11' EGRESS /I 6/0X6/0 11-5' ♦ XO 4'-1' i/iy/ i A v / 12'-0' 1 2'-10' 9'-9' 9'-9' ♦ ♦ 14'-10' 1 5'-5'♦ ♦ 19'-6' ♦ 401-0' 1 LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN 1.5 INCHES FROM TOP OF THRESHOLD. (83113.1) WHOLE HOUSE VENTILATION: INTEGRATED: INTEGRATED WITH FURNACE SEE SHEET N-2 FOR REQUIREMENTS. •REFER TO SHEET N-2 TABLE 1501.3.3(1) 4 1501.3.3(2) FOR FAN SIZING AND RUN TIMES FURNACE TO HAVE A DUCT FOR OUTSIDE AIR, MOTORIZED DAMPER WITH TIMER AND CONTROLS ARE TO BE ADDED FOR THE REQUIRED FRESH AIR EXCHANGE. MAIN FLOOR PLAN 1/4"= I'-011 MAIN FL.00R: 15O6 SQ. FT. GARAGE: 5.54 50. T. UTILITY ROOM NOTES/MAKE UP AIR: PER IRC G2439 I. WHERE THE EXHAUST DUCT 16 CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE EXHAUST DUCt SHALL 8E IDENTIFIED ON 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 SE PROVIDED WITH MAKE UP AIR. WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL 8E PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR. MEANS. c J7mEE = 100 SQ INCH TRANSFER GRILL Ui032 a� m 9 aD -♦• 9 9 6l 9 0 74. 9 COPYRIGHT 2009 Landmark Design Ino. ALL RIGHTS RESERVED L REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 3 2017 COTutaga BUILDita.ONISION RECEIVED CITY OF TUKWILA DEC 012016 PERMIT CENTER 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect., or structural engineer. Plan No: L1 -1506-2R Date: 10-10-16 2 QO LSTA18- BEAM TO 0 TOP PLATE � Qfi LSTA30 - HDR 4 SILL TO 3x BLOCKING. (TYP. 2 PLACES) 4/82.0 2.0 31,2 x 10.5 y 4 10 31��1�1i .2.././ 1= 17= %//.//./ toyr r 1 1 f 7 11111.111111110 =EAR! 4 011110 AM OMNI gligrAr r Klan 11111 .A\U� 'U ,44 ,imuttArili X6 Oy/ERFR+4M 024'O.C. r - 2X6 O 0RFRAME 0 24' I / / / / / / / / / / / / / / / / / / / / / / / / (2) 2x - DSC2- GI}*DER k TO' TOP PL'ATE /-2.0 i GIRDER TRUSS MANF. TRUSSES ^ 1 024'OC. MANF. TRUSSES % * 24' O.C. 1111111110 -- SUSS18X8 STRONGWALL SS - SEE SIMPSON PRODUCT GUID FOR PORTAL INSTALLATION ROC, RAMIN6 PLAN ROOF VENTILATION CALCI LATION5 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 HIGI-ZEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. TILATION REQUI -; D PER SEC. R806.1 - ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSIONS OF 1/16' INCH MINIMUM ,AND 1/4' 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 HAVING A LEAST DIMENSION OF 1/16' MINIMUM AND 1/4' MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.1. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR MINIMUM VENT AREA PER SEC. 88062 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OP THE AREA OF THE VENTED SPACE. VENT AND INSULATION C EARANCE PER SEC. 88063 - WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. NOT LESS THAN A 1 -INCH SPACE SHALL BE PROVIDED BETWEEN 114E INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. SEE SI-IEET N2 FOR ROOF VENTILATION CALCULATIONS ,AND LOCATIONS REVIEWED FOR ODE COMPLIANCE APPROVED JAN 23 2017 City of Tukwila BUILDING DIVISION • ROOF OVERFRAME NOTES: IRC SEC 88023 1. RAFTERS SHALL BE FRAMED TO 2x RIDGE BOARD PER PLAN. RIDGE BOARD SHALL NOT BE LESS IN DEPTH THAN THE CUT END OF THE RAFTER AT ALL VALLEYS AND HIPS THERE SHALL BE A 2x VALLEY OR HIP RAFTER AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER. (FULL COVERAGE AT RIDGE, HIPS AND VALLEYS). ROOF FRAMING NOTES: 1. ALL HEADERS TO BE 4xS DF +2, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO SE INSULATED UJ/R-10 RIGID INSULATION. 2. ALL OTHER TRUSSES: • SHALL CARRY MANUFACTURERS STAMP. • SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON SITE FOR FRAME INSPECTION. • SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS. 3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS AT A MINIMUM OF 22'x30' PER IRC SEC. R801.1. •ACCESS HATCHES OR DOORS SHALL SE IUEATWERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 5. PROVIDE ATTIC VENTILATION PER IRC SEC. RS06. ALL FRAMING TO COMPLY WITH IRC SEC 8802. REFER TO SHEAR WALL SCHEDULE. 16. 03 0326 NOTE - FASTENERS FOR TREATED WOOD TO SE 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. RECEIVED CITY OF TUKWILA DEC 012016 PERMIT CENTER 444 M A y a 4t4 .ru • 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: L1 -1506-2R Date: 10-10-16 3 L1J LTJ LTRIAL FLAN b 032b ELECTRICAL KEY OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VTOS) i LIGI-1T COM80 SMOKE ALARM - CARBON MONO. DET. 110 V W/ BATTERY BACKUP CABLE T.Y. JACK PHONE UNDER COUNTER LIGHTS GAS OUTLET HOSE BIBS EXT. FAN VTOS rd L4 uc REVIEWED FOR CODE COMPLIANCE APPROVED JAN, T City onki`y� BUILDING ` s�� ,9 RECEIVED CITU OF TUKWILA DEC 012016 PERMIT CENTER 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L1 -1506-2R Date: 10-10-16 4 H AF50 ROOF VENTS (50 5Q. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING 2x8 FASCIA BOARD 1/16" LP FLAMEBLOCK FIRE - RATED OSB SHEATHING WATER BARRIER 2x6 STUDS 6 16 " O.C. W/ R-21 FIBERGLASS INS. EXTERIOR EXTERIOR FACING 16" 5/8" TYPE "X" GWB APPLIED VERTICALLY AND NAILED TO STUDS W/ MIN. 1 1/8' DRYWALL NAILS OR CODE COMPLIANT SCREWS. SPACED S' O.C. WALLBOARD JOINTS MUST BE COVERED W/ TAPE AND JOINT COMPOUND, AND FASTENER 1-1EADS COVERED UJ/ JOINT COMPOUND. 51/2' TI -TICK, NOMINAL 2.5 PCF DENSITY UNFACED MINERAL FIBER BATT INSULATION, FRICTION FIT BETWEEN WOOD STUDS INTERIOR • AMIE .re/#1115 y -, ZAZAI`Z.Zi2.<I.. )..r Z I t I..1IsI I Y I r kr..Z ZZZA l I ZAIR ✓.r.4 I.4.M. �C wI Iw`rMnit:Al r LJR 2I7 I.Mt 2x6 STUDS 6 1�' O.C. NM" 5/8" TYPE "X" GLOB APPLIED VERTICALLY AND NAILED TO STUDS W/ MIN. 1 1/8' DRYWALL NAILS OR CODE COMPLIANT SCREWS. SPACED S" O.C. WALLBOARD JOINTS MUST BE COVERED W/ TAPE AND JOINT COMPOUND, AND FASTENER 1-4EADS COVERED W/ JOINT COMPOUND. DESIGN: INTERTEK LPB/UJA 60-01 EAVES 4 WALL WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 TABLE R302.1 i 1POL� ATTIC VENTILATION At LEAST 40% 4 NOT MORE THAN 50% OF REQUIRED VENTS SHALL EE 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. MIN. 1/16' CATAGORY LP FLAMEBLOCK W/ PYROTITE SURFACE FACING OUT EXTERIOR FACING 1. FIFER CEMENT BOARD 2. T-1-11 SIDING 3. WOOD STRAND OR FIER PANEL 4. CEMENT I T I OUS STUCCO 5. DIAMOND WALL INSULATING STUCCO 6. STEEL SIDING E RESISTIV COMPOSITION ROOF W/ 30M INTERWOVEN FELT ON 1/2' 24/0 PLYWOOD SHEATHING ALL ROOF FLASHING TO BE MIN. 26 GA GALV. STEEL. ROOF DRIP EDGES PER SEC. 890528.5 PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MIN. 2' OVERLAP. NO SCALE MIN. 6X6 PT POST 1/16' LP FLAMEBLOCK FIRE - RATED OSB SHEATHING pis' TYPE O GYP SHT'G SIDING OR TRIM PER PLAN POST DELSFTUCTUS FROM PROPERTY LINE NO SCALE Al W/ IN 36" AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING FASCIA BOARD 2x STUDS PER PLAN 1/16 51-IEATI-4ING SIDING PER PLAN EAVES WITHIN 5'-0" OF PROPERTY LINE PER IRC 302 4 TABLE R302.1 NO SCALE FIRE BLOCKING AND DRAFTSTOPPING: PER SECTION 8302.11 • R302.I2 1. IN CONCEALED SPACES OP STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES. AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: A. VERTICALLY AT THE CEILING 4 FLOOR LEVELS B. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0' 2. AT ALL. INTERCONNCECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES AT STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOASED SPACES UNDER STAIRS SHALL COMPLY WITH SEC. R302.1. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES, AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. 2x SCREENED EAVE VENT BLOCKS W/(4) 21/8' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE 1' MIN. AIR SPACE. R-49 INSULATION 0 ATTIC tYP. INT. WALL (2)2x4 TOP 1E 2x4 STUD 0 16' 0.C. 1/2' GWS EA. SIDE 2x4 BOT. 1E FLOOR JOIST PER PLAN FLOOR CONSTRUCTION: 3/4' TIG PLYWOOD SUB-FLR. GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) 88888M88888888888888 FINISHED GRADE Jul fa .. r FLOOR JOIST PER PLAN R-38 HIGH DENSITY INSULATION 0 FLOOR FINISHED GRADE 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. TYPICAL EXTERIOR WALL: (2)2x6 TOP PLATES 2x6 STUDS 0 16' O:C. 2x6 BOTTOM PLATE 1/2' SHT'G (APA RATED 24/0) AIR BARRIER EXTERIOR SIDING PER ELEV. R-21 INSULATION W/ CONT. VAPOR BARRIER (WARM SIDE) 1/2' GYP. BD TIGI-ITLINE pOUNDATION DRAIN: 4' DIA. PERF. PIPE PEA GRAVEL FILL WRAP W/ FILTER FABRIC BUILDING SECTION —A 5/5"=11-0" d • REVIEVVED FOR CODE COMPLIANCE APPROVED JAN 232017 City of Tukw to BUILDING DIVISION 3t,O32h RECEIVED CITY OF TUKWILA DEC 012016 PERMIT CENTER Es° 1-3 a.� zao ga y� 34. 411 ca • a O N 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: L1 -1506-2R Date: 10-10-16 5 :. ,` / / / \ \`\ \\ �\ MIN. 6X6 PT POST 1/16' LP FLAMEBLOCK FIRE - RATED OSB SHEATHING pis' TYPE O GYP SHT'G SIDING OR TRIM PER PLAN POST DELSFTUCTUS FROM PROPERTY LINE NO SCALE Al W/ IN 36" AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING FASCIA BOARD 2x STUDS PER PLAN 1/16 51-IEATI-4ING SIDING PER PLAN EAVES WITHIN 5'-0" OF PROPERTY LINE PER IRC 302 4 TABLE R302.1 NO SCALE FIRE BLOCKING AND DRAFTSTOPPING: PER SECTION 8302.11 • R302.I2 1. IN CONCEALED SPACES OP STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES. AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: A. VERTICALLY AT THE CEILING 4 FLOOR LEVELS B. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0' 2. AT ALL. INTERCONNCECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES AT STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOASED SPACES UNDER STAIRS SHALL COMPLY WITH SEC. R302.1. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES, AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. 2x SCREENED EAVE VENT BLOCKS W/(4) 21/8' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE 1' MIN. AIR SPACE. R-49 INSULATION 0 ATTIC tYP. INT. WALL (2)2x4 TOP 1E 2x4 STUD 0 16' 0.C. 1/2' GWS EA. SIDE 2x4 BOT. 1E FLOOR JOIST PER PLAN FLOOR CONSTRUCTION: 3/4' TIG PLYWOOD SUB-FLR. GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) 88888M88888888888888 FINISHED GRADE Jul fa .. r FLOOR JOIST PER PLAN R-38 HIGH DENSITY INSULATION 0 FLOOR FINISHED GRADE 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. TYPICAL EXTERIOR WALL: (2)2x6 TOP PLATES 2x6 STUDS 0 16' O:C. 2x6 BOTTOM PLATE 1/2' SHT'G (APA RATED 24/0) AIR BARRIER EXTERIOR SIDING PER ELEV. R-21 INSULATION W/ CONT. VAPOR BARRIER (WARM SIDE) 1/2' GYP. BD TIGI-ITLINE pOUNDATION DRAIN: 4' DIA. PERF. PIPE PEA GRAVEL FILL WRAP W/ FILTER FABRIC BUILDING SECTION —A 5/5"=11-0" d • REVIEVVED FOR CODE COMPLIANCE APPROVED JAN 232017 City of Tukw to BUILDING DIVISION 3t,O32h RECEIVED CITY OF TUKWILA DEC 012016 PERMIT CENTER Es° 1-3 a.� zao ga y� 34. 411 ca • a O N 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: L1 -1506-2R Date: 10-10-16 5 GENERAL 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 PSP 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, KA : 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D Se : 15 - IBC FIGURE 16133(1) See : 1.0, IE = 1.0, R=6.5 Ce=0.154 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SURFACES SHALL BE INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. FOUNDAT1ONS: PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1,500 PSF BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM I'-6" BELOW OUTSIDE FINISHED GRADE. BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OP ORGANIC OBJECTS OR DEBRIS. CONCRETE: THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OP ALL CONCRETE SHALL CONFORM TO NE REQUIREMENTS OP 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 P'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 412% ±1.5% BY VOLUME. MAXIMUM SIZE OF AGGREGATE I51" ". ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR BUILDING INSPECTOR VERIFICATION. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 60 (Fy : 60,000 P5I) DEFORIED BARS IN ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1'-6" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW 15AR5 (32 DIA.) TO LAP HOR3ZONTAL 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" le5 AND SMALLER) 2" ((o AND LARGER) TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DP42 OR BETTER POSTS DP2 OR BETTER 2x FRAMING HPI OR BETTER ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. RE -TREAT ALL CUT ENDS, NOTCHES, AND DRILLED HOLES IN ACCORDANCE WITH AUJPA M4. MAINTAIN MINIMUM 6" CLEAR BETWEEN WOOD AND EXPOSED EARTH. MAINTAIN S" CLEAR BETWEEN EXPOSED EARN AND NON -TREATED WOOD AT EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC 2304.105. ALL MINIMUM NAILING SHALL BE PER 15C TABLE 2304.10.1 UN.O. MACHINE BOLTS TO BE A -30t. BOLT HEADS AND NUTS BEARING AGAINST UJOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICC APPROVED EQUAL. ALL HANGERS TO BE FASTENED TO UJOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED. GLUED LAMINATED UJOOD MEMBERS: GLUED LAMINATED WOOD BEAMS (GLB) TO BE IN ACCORDANCE WITH ANSI/AITC STANDARD A190.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER USE STRESS GRADE COMBINATION 24P -V4 (Pb = 2,400 PSI) FOR SIMPLE SPANS AND 24F -VS FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS UN.O. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER, AITC STAMP AND CERTIFICATION REQUIRED. PREFABRICATED JOISTS: JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL 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. LAMINATED VENEER LUMBER (LVL): LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST WEYERHAEUSER (MICROLAM - Fb : 200 PSI, E = 1,900,000 P51). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481 OR CCMC REPORT NO. 08615-R. BEARING LENGTH SHALL NOT BE LESS THAN 11/2". DO Nor CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER BEARING UJALL FRAMING: ,4LL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 4x8 DP2 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 6 12" O.C. STAGGERED. STA.GC.TER SPLICES AT TOP PLATES MINIMUM 48" AND NAIL WITH 16d e 8" 0.C. SHEAR WALLS: ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND NOTED IN THE SHEAR UJALL SCHEDULE. USE APA RATED SHEATHING (24/16) WITH A MINIMUM PANEL EDGE NAILING OF 8d 6 6" O.C. UNLESS NOTED OTHERWISE. ALL SHEAR UJALL NAILING SHALL BE COMMON WIRE OR GALVANIZED BOX NAILS. FASTENERS IN PRESERVATIVE -TREATED WOOD SHALL BE OP HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. DESIGNATED 3x FRAMING MAY BE (2) 2x MEMBERS FACE -NAILED WITH I6d 6 12" O.C. STAGGERED. ALL HEADERS 51-1ALL HAVE STRAP CONNECTORS TO THE TOP PLATE AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' LSTA24 CONNECTOR UN.O. FLOOR AND ROOF FRAMING: DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OP SPLITS, CHECKS, AND SHAKES. PROVIDE DOABLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL OPENINGS N FLOORS AND ROOFS UN.O. PROVIDE SOLID BLOCKING AT RIM JOISTS EELOW CONCENTRATED LOADS FROM ABOVE. APPLY 34" RATED SHEATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH 8d COMMON OR GALVANIZED 130X NAILS AT 6" 0.C. AT ALL SUPPORTED EDGES AND 8d COMMON OR GALVANIZED BOX NAILS AT 12" 0.C. AT INTERIOR SUPPORTS. APPLY 12" RATED SHEATHING (24/16) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH Sd COMMON OR GALVANIZED 130X NAILS AT 6" 0.C. AT SUPPORTED EDGES AND Sd COMMON OR GALVANIZED BOX NAILS AT 12" 0.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. FLOOR AND ROOF TRUSSES: TRUSSES TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI/TPI 1-2014. THE TRUSS CALCULATION PACKAGE SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PL4N 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 MECI4ARCAL CONNECTORS 51-IALL BE ICC APPROVED AND LOADS SHALL BE IN ACCORDANCE WITH THE RECOMMENDED ALLOWABLE LOADS. MANUFACTURER SHALL PROVIDE ALL TRUSS -TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. FABRICATOR SHALL SUBMIT SI -10P DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION AND VERIFY ALL TRUSS 1E`GTIa5 PRIOR TO FABRICATION. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL StABILITY IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS AND INDIVIDUAL. TRUSS DRAWINGS. GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION 51-1ALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION. THE CONTRACTOR 51-IALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED UJORK THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR •SHALL PROVIDE TEMPORARY BRACING 45 REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFINERS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SI -NOUN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO UJORK SHOWN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE KITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER SHEAR WALL SeN=DUL= MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMARKS (4, 5) 1/2" CDX Sd g 6" O.C. Sig" 81 60" 0.C. Qa I I = 230 PLF A> OR 0515 NOTES 1) ALL WALLS DESIGNATED" D" ARE 514EAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. NAILING AT 11-11 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT INTERMEDIATE FRAMING TO BE AT 12" 0.C. NAILING NOT CALLED OUT SHALL BE PER 18C TABLE 2304.10.1. NAILING IN PRESERVATIVE TREATED LUMBER SHALL BE STAINLESS STEEL OR OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL PER ASTM A153. 2) HOLDOUJNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR ICC APPROVED EQUAL TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE S1UDS 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 i" INTO CONCRETE. WASHERS TO BE 3" x 3" x 1/4" PER IBC SECTION 2308.3.2 AND OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM AI53. 4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DESIGN IN ACCORDANCE WITH IBC SECTION 23063. 5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d 6 12" 0. STAGGERED. (,;(91A L8tAIS - BEAM � TO TOP PLATE x 10E. GLB J , MAIN FLOOR A:1,06 SQ FT IJ— ti LSTA30-HDRISILL TO 3x BLOCKIlsra. MP. 2 PLACES) A 4x10 4x10 4x10 �� Z/Z/.ZEA_ r A=3S4SQFT DEC2 - GIRDER TO TOP PLATE 3 x 135 GLB SIUS1318 x 8 STRONGWUALL 613 SU 611P8ON PRODUCT GUIDE FOR PORTAL. INSTALLATION. (TYP. OF 2) STEM WALL 2'-0" cONtNJous FTG. REINFORCEMENT "-MINIMUj,M MINIMUM STEPPED FOOTING DETAIL SCALE ' " v.v. MSTC40 HOLDOWN. ALIGN W1114 EMBEDDED STI -ID TYPE HOLDOJ.N BELOW. SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING 14" S{-EAT1-lft w/ 8d a 6' O.G. PANEL EDGE NAILING. 6'-0' MAX 16c1 A 16' O.C. SOLE PLATE NAILING. 341 SUEPLOOR (3) 8d JOIST -TO -TOP PLATE UNA. MAINTAIN MN.11,2' END DISTANCE. 2x6STUD ®16'=um DBL STUD O ENDS OF 514EAR WALLS 4 I4OLDOWNS. FINISH GRADE 18' 10'-0' MAX 2x NAILER AND PT SILL w/ t6'1 ANCHOR BOLT 13' x 3' x 14" ILL4SI ER AT 51-0' O.C. LINA. (ALT. MASA 6 48" OW STI -ID TYPE HOEDOWN PER PLAN. 04 BAR' 10' OC. - HORIZ 2'-0' +41_13AR a I6' O.C. - VERt. MAXItI'I FNISH GRADE 18' 04 BAR CONTINUOUS MINI` IM (TYP OF 2) 4t CRIPPLE WALL WITIH BACKFILL FOUNDATION a4■ • r -a ISSUE FOR PES" IT REVIEWED FOR CODE COMPLIANCE APPROVED JAN 23 9.b( City of 1\ilmita BUILDING 0AL.I.ON 1(0% 032.6 RECEIVED CITY OF TUKWILA DEC 012016 PERMIT CENTER COPYRIGHT 2016, SEGA ENGINEERS W 1— z .NERAL ST si JOB 09-01' �' 1/2" RATED SHEATHING Sdg6"O.C. (4" O.C. SIM)—\ Sd a 6" O.C. 141 FRAMING ANCHOR EACH TRUSS. USE 14104-2 AT DEL TRUSS. 1/2" RATED SHEATHING w/ ad 6 4" O.C. TO FRAI1NG TRUSS PER PLAN DBL 2x TOP PLATE. (BEM AT SIM.) SHEATHING AND NAILING PER PLAN OR SCHEDULE. SPLICE TO OCCUR ON COMMON MEMBER OR BLOCKING TRUSS PER PLAN DBL 2x TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ I6d * 6" O.C. STAGGERED 2x FRAMING PER PLAN. (BEAM AT SIM) TYPICAL ROOF FRAMING CONNECTION 8d 36"OC. SUBFLOOR PER PLAN DBL 2x TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ 16d 6 6" OC. STAGGERED. A35 * 48" 0.C. (USE 24" O.C. AT SIM.) 2x BRACE PER TRUSS SUPPLIER OR 6 48" O.C. SECURE w/ A34 EACH END. SHEATHING 4 NAILING PER PLAN OR SHEAR WALL SCHEDULE. ROOF FRAMING 6 GABLE END SCALE: 1" a 11-0" 2x BLOCKING w/ (3) ad TOE -NAIL TO 4x BEAM 4 (2) 8c1 TO JOISTS. JOIST PER PLAN AC POST CAP SHEATHING 4 NAILING PER PLAN OR SCHEDULE 6" MIN. 12" MAX. 04 BAR - HORIZONTAL -I .r . STI -10 NOLDOUJI�I :,r:.:.* PER PLAN 2x STUD PER PLAN. USE DBL OR 3x STUD 6 HOLDOUK 2x PT SILL w/ ANCHOR BOLT 4 3" x 3" x 1/4" GALV. WASHER SEE SCHEDULE FOR SIZE AND SPACING. USE 54". 9 60" O.C. UN.O. 2.0 2x STUD (NOT • SIM) NOTE: TRUSS TO DEVELOP CAPACITY OF CONNECTOR CONNECTOR STRAP PER PLAN. NOTE: INSTALL CONNECTOR PRIOR TO PLACING COMMON TRUSSES DRAG STRUT CONNECTION SCALE: I" , I1_011 SHEATHING 4 NAILING FER PLAN OR SCHEDULE 16c1 6 16" O.C. SOLE PLATE NAIING 2x STUD PER PLAN. USE MINIMUM DBL STUD 9 ENDS OF SHEAR WALLS AND 14OLDOUN5. SEE SHEAR WALL SCHEDULE FOR 3x STUDS. 34" SUBFLOOR SLAB ON GRADE PER PLAN OVER 6 MIL VAPOR BARRIER ON COMPACT BASE. 04 15A g 24" O.C. - VERTICAL FTG PER PLAN—\1/4 FINISH GRADE 44 BAR CONT. 4'4 BAR - HORIZONTAL —N 6" MIN. (NOT e 5.0O FINISH GRADE 12" MAX- (S.O:G. SIM.) 04 L BAR 6 24" O.C. MN. - VERTICALS 4'-0" MAX. 6" 2x PT SILL ANCHOR BOLT w/ 3"x3"x14" GALV. WASHER SEE 5G-IEDULE FOR SIZE 4 SPACING. USE 5/8". 6 60" O.C. MIN. STHD HOLDOWN PER PLAN. JOIST PER PLAN DBL 2x TOP PLATE—\1/4 HDR PER PLAN. TRIMMER STUD(S) KING STUD LSTA STRAP PER PLAN. CENTER ON TRIMMER OR KING STUD. (TYP) 2x SILL PLATE 112" RATED SHEATHING 4 NAILING PER SCHEDULE. 3x BLOCKING (TYP) SHEAR WALL FORCE TRANSFER DETAIL SCALE: In • 1'-0" ISSUE FOR PERMIT (360) 886-1017 NOTE: BACKFILL PRIOR TO PLACING FLOOR FRAMING. STI -ID HOLDOUN PER PLAN FLOOR FRAMING AT CRAWL SPACE SCALE: 1' • 1'-0" FOUNDATION AT SLAB ON GRADE SCALE: 1" • I'-0" FOUNDATION AT CRAWL SPACE SCALE: 1" • I'-0" SLAB ON GRADE FER PLAN NOTE: SEE SIMPSON PRODUCT GUIDE FOR CURB HEIGHT, ANCHOR LOCATION 4 SUJSB PANEL INSTALLATION. 5UJ5155HEAR BRACE PER PLAN HEX NUT BELOW ANCHOR BOLT SPACER (TYP) 3c3 TIE VERIFY CURB HEIGHT FINISH GRADE PORTED COUPLER COMPATIBLE w/ 4193 Bi ROD AS REQ'D. 8'-0. huucn�rt 2x NAILER 4 2x PT SILL w/ $i8" 4 ANCHOR BOLT 6 16" OC. 4" RATED SHEATHING (40/20) (2)13AR5 AT TOP *4 BAR a 10" O.C. - HORIZONTAL *4 BAR 09" O:C. - VERTICAL °4 LBAR o 24" OC. - VERTICAL +4L15AR e 9" O.C. ' R OVER DBL ER ASSEMBLIES 4 15A 0 12" 0.C. - HEEL REINF. 8" al 8" 3'-5" FOUNDATION AT SW513 SHEAR PANEL FINISH GRADE f tin +4 EAR CONTINUOUS (TYP) RETAINING WALL AT GARAGE SCALE: NCtLE REVIEWED FOR CODE COMPLIANCE APPROVED JAN 239. 7 City nf'Vll,k�tslla BUILQIN+ VISION D Io3zb OF TUKW CITYILA DEC 012016 PERMIT CENTER COPYRIGHT 2016, SEGA ENGINEERS