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Permit D16-0329 - MACADAM - LOT 4 - NEW SINGLE FAMILY RESIDENCE
MACADAM -LOT 4 13828 MACADAM RD S D16-0329 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 1523049072 13828 MACADAM RD S Project Name: MACADAM - LOT 4 COMBOSFR PERMIT Permit Number: D16-0329 Issue Date: 3/27/2017 Permit Expires On: 9/23/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: 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 JKMONML874NA JK MONARCH 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: Volumes: Cut: 10 Fill: 10 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: 1 Street Use: 1 Water Main Extension: Water Meter: No 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. Signatu Print Name: tA.S<' j <",o s Date: 3 ]�-) I j '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: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 5: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: All wood to remain in placed concrete shall be treated wood. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: 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. 12: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 13: ***PUBLIC WORKS PERMIT CONDITIONS*** 14: 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. 15: 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. 16: 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. 17: 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. 18: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 19: 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. 20: 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. 21: 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. 22: Any material spilled onto any street shall be cleaned up immediately. 23: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 24: 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. 25: 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. 26: 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. 27: 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. 28: 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. 29: Applicant shall obtain sanitary side sewer permit from Valley View District (206-242-3236). 30: 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'. 31: 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. 32: 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. 33: Owner/Applicant shall contact the local postmaster regarding location of mailbox(es) installation. Location of mailbox(es) installation shall be coordinate with Public works. 34: 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. 35: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 36: 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). 38: 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) 39: 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) 40: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 37: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 41: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 42: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 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 TUKKA_A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Combination Permit No. l ( ` o-� Project No.: '� Date Application Accepted: 14)--.1`1 t0'_I ` `r Y2 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 3« King Co Assessor's Tax No.: l SZ 3 G q 'y Site Address: 1?J g Z. 8 IAc c A ck4v a 12. of . LG+ 4 PROPERTY OWNER Name: ,R \ p P kci k)tisk.`^ Address:$0K tit P O• 8 Name: S k M.o 144r Ck Phone: Fj 5- 7z Z matt, Fax: Email: c i v ?? a KWtovtq rc1,1 . co,..,, Address: p. O. R ( 43, $ Address: City: ,Pv� i to P State: k Zip:9 83-1l CONTACT PERSON — person receiving all project communication Name: ,R \ p P kci k)tisk.`^ Address:$0K tit P O• 8 City: pu�,,,,(tII, State: W rC Zip: crg X11 Phone: Fj 5- 7z Z matt, Fax: Email: c i v ?? a KWtovtq rc1,1 . co,..,, GENERAL CONTRACTOR INFORMATION Company Name: J k Kou arch Address: P b (3ox 1 (b $ City: �� At (v State: Zip: 9 g3-11 W . Phone: r,.2S'3 ` g4�_5060Fax: Contr Reg No.:-mcmimlit. 874IA Exp Date: $ /i /a Tukwila Business License No.: But •. p q q 588 tO ARCHITECT OF RECORD Company Name: L4 n.d wici `k p.mch c3 Architect Name: Address: 12. o L M4� N S+ City: 5ovetnLr- State: WN. Zip: 18390 Phone:(2S) vZ to i $etFax: l` Email: ENGINEER OF RECORD Name: S2 ('F"" i v` ct n c 2. ai Company Name: &,34 EK3t, v%4.4 a S Engineer Name: GI rel Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: S2 ('F"" i v` ct n c 2. ai 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 0,000 Scope of work (please provide detailed information): ‘14,0 65h s44..0 � S 4: DETAILED BUILDING INFORAMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement "- 1St floor 1,S 0 G9 2nd floor --. Garage gi carport ■ 3 8 4 Deck — covered TLmcovered 1 VP Total square footage ` "4 sip o 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 .O00 furnace <100k btu _I_ thermostat emergency generator 1 appliance vent wood/gas stove fuel type: ®, electric ® gas ventilation fan connected to single duct water heater (electric) 3 other mechanical equipment PLUMBING: Value of plumbing/gas piping work $ 1 h 000 2. bathtub (or bath/shower combo) bidet 1 dishwasher floor drain lavatory (bathroom sink) _I_ sink 1 water heater (gas) lawn sprinkler system H:\Applications\rorms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-1I.docx Revised: August 2011 bh i clothes washer 1 shower water closet 2 gas piping outlets Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — Scope of work (please provide detailed information): NR,,, s p Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WATER DISTRICT 0 ...Tukwila S...Water District #125 ❑ ...Letter of water availability provided SEWER DISTRICT ❑ ...Tukwila ❑ ...Sewer use certificate ❑ .. Highline O'...Valley View 0 .. Renton ❑...Letter of sewer availability provided ❑ .. Renton ❑ .. Seattle SEPTIC SYSTEM: 0 .. On-site septic system — for on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): ❑ ...Civil Plans (Maximum Paper Size — 22" X 34") 0 ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Hold Harmless — (SAO) ❑ ...Bond 0 .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) ❑ ...Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ ...Right -Of -Way Use - Potential disturbance ❑ .. Construction/Excavation/Fill - Right -of -Way... 0 -or- Non Right -of -Way.. 0 0 ...Total Cut ❑ ...Total Fill ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements 0 ...Traffic Control Cubic Yards Cubic Yards 0 .. Work In Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line gl ...Permanent Water Meter Size " WO # 0 ...Residential Fire Meter Size ❑ ...Deduct Water Meter Size ❑ ...Temporary Water Meter Size 0 ...Sewer Main Extension Public ❑ - or - Private 0 " WO# .51 " WO# ❑ .. Trench Excavation ❑ .. Utility Undergrounding 0 .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑...Water Main Extension Public ❑ - 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 0 ...water ❑ ...sewer ❑ ...sewage treatment MONTHLY SERVICE BILLING TO: Name: Mailing Address: number of public fire hydrant(s) WATER METER REFUND/BILLING: Name: Mailing Address: Day Telephone: City State Zip Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — APPLICABLE TO ALL PERMITS IN THIS APPLICATION — 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 Signature: Print Name: OR AUTHO 1 ED GENT: 1411111/APL- Print '4L Mailing Address: co Karvb v1 tek sox_ (i38 H:\Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Day Telephone: iva!GT Date: l I /8!(6 (25-3) -7zz—ce&'4 983-11 State Zip 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 ill Ac,t,,Rwl (SFA' L o-( 4 PERMIT # b f — 0329 (@ /34323 viniPi ctA t-nA / . s, 5 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. 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) 3a© _750/15-o //onc 1.sb 4 4300 5. Enter total excavation volume /0 cubic yards Enter total fill volume /0 cubic yards Use the following table to estimate the grading plan review fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees (4) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION Iry (1+4+5) $ 352 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) 7. Pavement Mitigation Fee The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p 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. (6) (7) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 101— 1,000 $37.00 for 1St 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001— 10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001— 100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1' 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 $ 51. . (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 $ �g H. Transportation Mitigation $ I 0 l3 ✓ I. Other Fees $ SS Total A through I $ a /3 — (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ S 15 I -- 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 TA .31.2016 Total Fee 0.75 $625 '\ ,$'6005 $6630 1 $1125 415,012.50 $16,137.50 1.5 $2425 V $30025 $32,450 2 $2825 /' $48,040\, $50,865 3 $4425 / $96,080 \ $100,505 4 $7825/ $150,125 $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 01/15/16 Temporary Meter 0.75" $300 2.5" $1,500 3 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 10:15 AM 1 of 3 r ! SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $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 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 R000.322.100.00.06 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 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 1 R000.322.100.00.00 1 0.00 I $189.00 Date Paid: Monday, March 27, 2017 Paid By: JK MONARCH Pay Method: CHECK 3853 Printed: Monday, March 27, 2017 10:15 AM 2 of 3 ri 1 % SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT 1 QUANTITY I PAID PermitTRAK $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 1 R000.322.900.04.00 0.00 I $149.66 TOTAL FEES PAID BY RECEIPT: R11147 $27,511.18 Date Paid: Monday, March 27, 2017 Paid By: JK MONARCH Pay Method: CHECK 3853 Printed: Monday, March 27, 2017 10:15 AM 3 of 3 CrIXMWSYSTEMS 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 . 1 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 D16-0328 Address: 13824 MACADAM RD S Apn: 1523049072 $1,595.82 DEVELOPMENT $1,595.82 PLAN CHECK FEE 1 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 111SYSTEMS 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 /e- t530Jf Project: /itiicni Type of Inspection: 5011_1)&6_ NfL Address: /369-‘8 A4 AVIcnvirn RD .S Date Called: Special Instructions: 7— f Date Wanted:f��^ /1 cf% -/ 7 Gan,te5 p.m. Requester: Phone No: Shpproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: z�S Date: //41 -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 / z? Project: /n/ 47,1 CICI Tt_.o Type of Inspection: ,p. MVLfi-7 Ai Address: /3328 frocmcomvi An S. Date Called: Special Instructions: Date Wanted: /6)--2----/ % a.rn .rr Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: e7K -- fL? /A151A.41-77 7 b./" Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at. 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. INSPECTION RECORD I.D1��G32..9 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: /1' A-Cft 11/1A LOT— Type of Inspection: P/PP' %N V L-fWiO/\J Address: /36245 / ' i'D,S Date Called: Special Instructions: Date Wanted: 16— 2..5--/7 (m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ok PtPic Inspector: Date: '/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 INSP —'N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P16? -63,24 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project:'J l'�l eC4i' 4 u -r 7 Type of Inspe ion: AZooF/can IN& /NSOL-A-MA Address: /6 ,i , ,O/9 -w1 RP, Date Called: 5, Special Instructions: LO -j-- /10—Z Date Wanted:a.m --/ 7 p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: `C> '1 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 D. /6 -03-1? 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: ,*MC,P� 1-0.7.-y Address: /3828 114/16401-04 RD, cS, Type of Inspection: p1.,.vr17bNG- fl TO -L Date Called: Special Instructions: Date Wanted: /b -2,5---/ 7 p.m. Requester: Phone No: ® Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 INSPECTION RECORD n� .D Retain a copy with permit Its —o 9 PERMIT NO. Project:/ ittPTE'4-40/ 144 i QT17 Type of Inspection: /ii'C M/)C1-L P7t~(fht_ Address: /382 /f 14tr by ,'D 5; Date Called: Special Instructions: Date Wanted: ;':7-n.., p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Date: /,6z� l7 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 D1k 329 Project:Type of Inspection: /H C/ JIYC..r-L £QO1 P, E /YI�f� /40/1. Y ,/ Address: /3828 44 410-4,1111/1 RDt—S,. Date Called: Special Instructions: Date Wanted: /6-2--17 �S' a.m p.m. Requester: Phone No: Approved per applicable codes. 0 Corrections required prior to approval Inspector: Date: /a_Pie_/ 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .I 0 j INSPECTION RECORD J 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) 438-935C �i tQ--6329 Project Type of Inspection: Address: 04 Date Called: Special Instructions: Date Wanted:(a•m." /0.--2-6---)7 p.m. Requester: Phone No: YL Approved per applicable codes. D Corrections required prior to approval. COMMENTS: �L� Cats fi /<'1M - Inspector: 5 - Date: / _ G5v/ 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 Dila -032_7 Project: ,�q Al `DAA Type of Inspection: f-i_ecvq, 11 st .1-T7oN Address: / 382-B P1 eiltd-Ytiltii RD Date Called: Special Instructions: %b 1 9 Date Wanted: ID -19.47 .47 p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: �N/0 f Ccif'sS fJlU.Df2 f2 fte..)4' Q Inspector: Date: /0-1? -/7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit ale -632.8 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: AleciPh''1 Type of Inspection: PL011.13 6— ) frL Address: /3 r► 101/11 RD, a, Date Called: Special Instructions: 7 Date Wanted: /C`? -I'7-17 a.m p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: b C :A!7Vf361/7 T ii ,fir a709L+0 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 Di 1Q -6328 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: intiCAID114A Type of Inspection: PfiW /NstS %C)/J Address: /302ES flW lz0144 RD, 5'; Date Called: Special Instructions: 10 % cf Date Wanted: /d—ict—f % p.m. Requester: Phone No: Approved per applicable codes. 5Corrections required prior to approval. COMMENTS: / /veg-.D Access t��‘x i A Inspector: Date: 9/7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD DI(u-632-9 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: W/5'ei9-fii Type of Inspection: nIECHA V /C/4 -L. F/ J4./9 -L Address: ��,,`` �s /3 e2$ 1144-c41)1111 RD, Vi Date Called: Special Instructions:.Date Lei Wanted: 10-19-17 Ca.t4 p.m. Requester: Phone No: Approved per applicable codes. taCorrections required prior to approval. COMMENTS: �Dui' P 7MT)ePSav - cAIuN- / J c;/ iq , ,1— 1 %)R'V c-4-- ay"l>, Inspector: Date: X7—/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 D/11-0324 Project: AMC4.6414 Type of Inspection: mee/,>JCerL EQIJ/V OBJ Address: /3828 11119C41)14W RL Date Called: Special Instructions: .207-/ Date Wanted: /0-/9-/7 a.m. Requester: Phone No: 0Approved per applicable codes. Corrections required prior to approval. COMMENTS: "41<0 A47.6240 XAciellivel 4f-1477 /5611Z Inspector: Ye2c Date: /0_79_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 Project: Mi Type of Inspection: CA:g Pi P47 F/MTZ— 6,�5 t44t,t�x' 7Z:) wf973 /7-,A q , Addrees��s: y)/)t %�%��/� ] %� /3(.%2 / de- / �i1'!' AD. 3, Date Called: .11,e Special Instructions: LOT Date Wanted: /O/9-/7 1.. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 6,�5 t44t,t�x' 7Z:) wf973 /7-,A q , Og LW-ff1!/a 6L'7 c->¢' GJ}lLI—,.5b /T .11,e Pf-A-e-Hifn Inspector: OR Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION b/-0a2Z' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: � ill1 Type of Ins� tion: Address:p !3 2.6 111/4-641.47,4 (b S Date Called: Date Wanjd• nil 7 1- Y -ff i. • Special Instructions: j Requester Phone No: 2S3-702-� q Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Ats 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 big Project: MAtArb 41 Type of Il nspecqon:: /ATM- f'PLqv‘ _. Address:„Date 1% gipfvicx4 4vwI b S Called: r Special Instructions: [� 4' Date Wantedd e ' / p.m. Requester: Phone No: RIApproved per applicable codes. Corrections required prior to approval. COMMENTS: inspector:, �4v i REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION -bite C.)=29 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Pro'ect: A11 -60/1341.A Type of Inspection: Li,. 4050177cif Address:Date 131, Aft+'Ab 12D Called: Special Instructions: Date Wa to ),1:' v/ti 7 Request r: Phone No: , gs - 72-2,' eg'} Z ii KApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: REINSPECTION FEE REQUIRED. Prior to next insp€ction, 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: i i i Type ofpection: ,?1/1144 Address: 1325 Alar.' -no - 5 Date Called: Special Instructions: Date Wanb-r4 t 9 17 `P Request Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: yDate: U 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 copywith permit IN KIM 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 Pryojjjjj[e�^ct:q/� 7'140 li i T�yyRe ofIInspestio : Kt i&%1 --hi Ji 4— Address: 118?E51-0)S Date Called: o Special Instructions: >> , , Date wt •6 Reques r: Phone No: Z51- 7?7 ' Yb64/ Approved per applicable codes. LJ Corrections required prior to approval. 5 COMMENTS: Inspector: /I Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 b) -x3241 Project: • A-cAb �1 Type of Inspection: �'✓I Gi 4 i ��d P Address: /1028 i?/tiAreAbA I Date Called: Special Instructions: Date Wanted:// g7 a.m. Requester: Phone No: 0 Approved per applicable codes. E] Corrections required prior to approval. COMMENTS: ak A C Pthz (2,V1744 Cirg Inspector: Date:/ / REINSPECTION FEE REQUIRED. Prior to next inspec io , fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit bk.,- 03aq 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: i tbkwo_ TyRe of Inspection: fan/i444 - i Aj ;1)#$148),U6 - Address: Date Called: Special Instructions: - /, Date Wanted• a.m. Requester: Phone Na ElApproved per applicable codes. a Corrections required prior to approval. COMMENTS: /(.1Ct r oAl �T Inspector: A Date. 02/ , j ''l 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 ION 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 D1(� 032q Project: i1/464 'i Te of Inspection: 0-641 - "J G'AS pi I iAc-6, Address: , aezS /14ACAbw4x4.1 la2or. Date Called: Special Instructions: ti Date Wan ed Er /A 7 a.m. • • Requester: Phone No: IRApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 1/ 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 ION 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) -p (yaq Project: MAC bit T e of Inspection: dik-41 { - /Ai ft bV-4AA b44L. Address: /3er e /4 Date Called: Special Instructions: lam Date Want 9 / ed:`7 Ca.m,;. ter.._ Requester: Phone No: /Approved per applicable codes. LJ Corrections required prior to approval. Inspector:4 Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. tr• 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 b (- C 2 Project: AI% 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 w Project: M*C,A 't Type spection: ./fi1iK sAJ& 1 iii1,G,WA-- (4 jZlX 6 /47-- tt..D7-r--Cr> Address: Dae Called: Special Instructions: 147-- q Date Wanted:) >d7 a.m. c Requester: Phone No: ElApproved per applicable codes. jI Corrections required prior to approval. COMMENTS: 1 iii1,G,WA-- (4 jZlX 6 /47-- tt..D7-r--Cr> 9 f-ra Don- S-ReikEtge eavria 5 ,cri-v1 eilr6- 61./-644- /A) APPaP on_ inspector: Date: g f / 7 REINSPECTION FEE REQUIRED. Prior to next inspe ion. 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 -632 Project: /1/1640 Type of Inspection: /50 rn`W6- Address: /382.8 /11,1014A44 RAS, Date Called: Special Instructions: LOT-- 9 Date Wanted: 7-24-17 /7 p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: /. PL-Ath Do /t)b r /14A-704 /47305C /(467-€ 7+1S 15' ,Q 7- /1 C k4Pi �, c'®/ ry ft-el'46l/' 1 i 74 uS.S CA-L.CUL,T� d ./J /n1)57- , 64/ $/TW /,Y.S'7' 7 Inspector: 4-X Date:'7-210 '17 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. (c) 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 Didt329 Project: /11111W1144 Type of Inspection: 6,etizaG-- Address: /3e 28 /% c, Date Called: Special Instructions: Loi y Date Wanted: 7-2617 (my 15.m. Requester: Phone No: LJApproved per applicable codes. Corrections required prior to approval. COMMENTS: Pi A J 5 Ds ilf'orr Wt Ai F -E F USE. Inspector: Date REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Di( -632.9 Project: MAC440 PO Type of Inspection: ROr1GGi'i /N 61+5 PiPr- Address: /3e2Es /71 1104DMI4 R11 Date Called: Special Instructions: i.-67-si Date Wanted: 7-24-/7 p.m. Requester: Phone No: Approved per applicable codes. LICorrections required prior to approval. COMMENTS: PLANS Do Nor At✓t-T-CN biev)57 Inspector: :3;5 Date: 7-24 4 , 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit D1e-©3a9 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Address: /3828 /14140404-144 RJ)- s, Date Called: Special Instructions: Lor y Date Wanted: 7-2(9 -i7 a.my . Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: /PL./WS D� 7' /'►k 7ZN- Nobs -(- Inspector: Date: 7-26,x% 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 Dile-0529 Project: 4/6611,19444 Type of Inspection: Rou4-/ JN /'k014 t3/416 - Address: /38 a8 rrwr9-49in A0,5, Date Called: Special Instructions: Date Wanted:a.m: 7-2‘0 -)7 p.m. Requester: Phone No: ❑ Approved per applicable codes. v4 Corrections required prior to approval. COMMENTS: ?LA/vs Jct AJC' T /360 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 NO. INSPECTION RECORD Retain a copy with permit Pilo -032R PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: /tJ/-LLj{e Address: / ,e2e4 /14/iC i', Date Called: �.m� p.m. Special Instructions: Lo -j— Date Wanted: (p -2 4)-41 Requester: Phone No: Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Inspector: Date: a4 -i1 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. Di& -0 ° PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: MB CA t, - 1c7-1.1err Typie of Inspection: s rleAri-I1Aire, Address: 1/4c4 -S_ Date Called: Special Instructions: • Date Wanted: 6 J/ // 7 �:: p.m. Requester: Phone No: ZSR - 72_2 --'Ib 'q -r LJ Approved per applicable codes. Corrections required prior to approval. CO MENTS: Date 9, j7 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 IN ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1)/G 2-`i 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit. Inspection Request Line (206) 438-9350 (206) 431-3670 Project: 04bA '! .. lei 4 Type of Inspection: aubee 4_,41,4 .1Are- Address: ile2e imAtAbAs4 121) ,C Date Called: Special Instructions: Date Wanted: �7 s- 26 / ( a.m p.m. Requester: Phone No: �� 2S-1- 712.--.q 6 Approved per applicable codes. Corrections required prior to approval. COMMENTS: REINSPECTION FEE REQUIRED. Prior to next inspec4ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION 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: A4,4000,4744 ." 201— y Typs,of Inspection: 774,.;-1V -114 Address: /3eZ6 tA b 126 3 Date Called: Special Instructions: Its r 'i Date Wan d: S a.m. Reques7i/7 : Phone No: 26-3- 7?2- Ileoll Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: - - S 1"7 ins ec ion fee must FEE REQUIRED. Prior to nextp be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-93500,�,\'%��� b)61- one/ Project: MAC/Ab /Or 41 Type Inspection: fr4hUbMICAir /AWL Address: /19W WimA-totimi2.t.S Date Called: Special instructions: Z a 4 Date Wanted / El /3// / 7 ��� am" p.m. Requester 1 Phone No: 2s-3 - 712-- 1/9611 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Abitehm Date: l // 7 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, Tuk�'Giia. WA 98188 (206) 431-3670 Permit Inspection Request Line,(206) 438-9350 b-0.329 Project: fY►.CA L 4 Ty Inspection: 1 -eV vb -r7o J Address: 13925 MACAIAtti laa S Date Called: k1Special Instructions: J- 1 Date Wanted• I% l2/1/1 p. Requester. /// Phone No: ❑ Approved per applicable codes. giCorrections required prior to approval. COMMENTS: Utie_ 6a4rAfb /{um- � " 1 � �r or Inspector: AbAnfri 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 9818 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 .cAi1J Projects MAC4 ,4v 1 1 Type o nspection: V& Address: 1%' /14 lei 72b S Date Called: z) ! Special Instructions:Date �� IV� Wanted` z /e/r7 .rr p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1ei ee .,!. .h I"''d' h) Sd g. 2,1 wore. i -13,4 z) ! IlSS/Ares /Al - L iAir, Ai- & .27,tt` i27 -Y Li Inspector: Date: 4 0/7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1)/(o--037' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: / Type of Inspection: Address:rl Suite #: f1,--yZS 2 g rALP.oL id Contact Pers t Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: ctre„ 17 v ot/ Cv Occupancy Type: 1 >i iv!1-6-(( t7'1Ou( d (M-A Q �r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: t f Date: m a- � ( H rs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION -RECORD Retain a copy`with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: I %L Type of Inspection: IP'ri 4 14/x!'"/ Address: rL� Suite #: [ yV:�� �"-' Gontact Perso` 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: ' &e._.€:(--- Tes7 Peo>c ( I' zed c 1 < ( %C) S-e_c wf 2 kr- c c). 47— / ctiti( Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: F-yyi 43-4 Date: S/'j (i 2_ Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information 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 la 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 49J 0.026 Wood Frame WalI9•`" 21 int 0.056 Mass Wall R -Value' 21/21h 0.056 Floor 30g 0.029 Below Grade Wally.`" 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 COMPLIANC1 APPROVED JAN 2 4 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 Tess than 1500 square feet. 12. 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 la 0.5 lb Efficient Building Envelope 1 b 1.0 lc Efficient Building Envelope lc 2.0 1d Efficient Building Envelope 1d 0.5 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 1.0 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 1.5 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 5a 0.5 5b Efficient Water Heating 5b 1.0 5c Efficient Water Heating 5c 1.5 5d Efficient Water Heating 5d 0.5 6 Renewable Electric Energy 0.5 Total Credits *Please refer to Table R406.2 for complete option descriptions RE `OVE® ❑ Crilf 0 UMLA ❑ DEC 012016 PER CENTER 0 Ei 0 0 *1200 kwh N (o- 0 32 1.0 0.5 1.5 Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a. -values are minimums. U -factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R -value of the insulation from Appendix Table A101.4 shall not be less than the R -value specified in the table. b The fenestration U -factor column excludes skylights. The SHGC column applies to all glazed fenestration. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. Reserved. g Reserved. h Reserved. The second R -value applies when more than half the insulation is on the interior of the mass wall. Reserved. k For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38. Reserved. m Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Table R402.1.3 Footnote a Nonfenestration U -factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. 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 11-1506 Heating System Type: 0 All Other Systems Contact Information Hea Pump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions t.,. 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 Design Temperature Difference (AT) dT = Indoor (70 degrees) - Outdoor Design Temp 1,506'; Single Rafter or Joist Vaulted Ceilings Instructions Above Grade Walls (see Figure 1) Instructions Floors Instructions Select R -Value Below Grade Walls (see Figure 1) Instructions R-21 Interior Slab Below Grade (see Figure 1) Instructions Select conditioning Slab on Grade (seeFgure 1) Instructions Location of Ducts Instructions Unconditioned Space Conditioned Volume 13,554 U -Factor X Area = UA 0.30 U -Factor X Area = 0.50 76.80 UA U -Factor X Area = UA 0.026 -1,506E 39.16 U -Factor X No selection U -Factor X No selection U -Factor X 0.025 U -Factor X 0.042 Area UA Area Area 1,506 Area 1,454:: F -Factor X Length No selection UA UA 37.65 UA 61.07 UA F -Factor X Length UA No selection Duct Leakage Coefficient 1.10 Sum of UA Envelope Heat Load Sum of UA X AT Air Leakage Heat Load Volume X 0.6 X AT X .018 46 214.67 9,875 Btu / Hour 6,734 Btu / Hour 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 (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 4.80 0.28 BEDROOM 2 12.0 0.28 KITCHEN 13.44 0.28 DINING ROOM . 30.0 0.28 GREAT ROOM 2.24 0.28 MASTER BEDROOM 9.0 0.28 MASTER BATH 0.00 0.28 HALL 0.0 0.28 ENTRY 0.00 0.28 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 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 24.0 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 64.82 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 HLE STRUCTURAL CALCULATIONS FOR THE JK MONARCH RESIDENTIAL PROJECT REVIEWED FOR LODE COMPLIANCE APPROVED ►.lAH 2 4 2017 City of Tukwila BUILDING DIVISION Plan L1-1506-2 August 24, 2016 Job No. : 09-019 Location: Lot 4, Macadam Tukwila, Washington Copyright 2016, SEGA Engineers RECEIVED TUKI PUBLIC WOK RECEIVED CITY OF TUKWILA DEC 012016 PERMIT CENTER D SEGA Engineers/ /Structural & Civil Consulting Engineers 22939 SE 292"d PL (360) 886-1017 Black Diamond, WA 98010 STATEMENT OF WORK SEGA Engineers was asked to provide a lateral loads analysis, shear wall design, review of major framing members and foundation, and drawing red -lines for a 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 / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Project L1-1506 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 (V1) KZt 1.00 Exposure B Seismic Design Category SDS Response Factor D 1.00 6.5 Cs= 0.154 Importance Factor 1.00 Soil Allowable Bearing 1,200 psf Copyright 2016, SEGA Engineers SEGA Engineers, / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Project L1 M-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 1.1 518" GWB 2.8 Misc. 1.5 14.2 psf LL FLOOR Snow, Pf 25 psf Reduction, Cs 0.00 6/12 pitch = 27 deg Total Roof Load 39.2 psf (115% Load Duration) (C1= 1.1) 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 Total Floor Load 40 psf 47.6 psf DECKS DL 2 x Decking 4.3 psf 2x10@16"oc 2.8 Misc 1.5 8.6 LL WALLS Residential 40 psf Total Deck Load 48.6 psf DL Siding 3.5 1/2" Plywood 1.5 psf 2x6@16"oc 1.7 Insul 0.6 1/2" GWB 2.2 Copyright 2009, SEGA Engineers 9.5 psf SEGA Engineers PROJECT Structural & Civil Consulting Engineers JOB NO, a 9_0101 FIGURED BY CA A..r 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY t:N- Pa OF em. marc. k- RR rf DATE S /O SHEET OF IL hal ar1C'i3 F, J �` _.f `,Sr -0,1 ( 34n t Z -11111 e- Gorokri (4'I)(')? t .. �5 hire- r az.; cp, 1A)- 2I4 /1, ham= Copyright 2009, SEGA Engineers At Pie 4u SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 JOB NO. L I m -is tote 081-C?! 1 FIGURED BY 4r (360) 886-1017 • Fax (360) 886-1016 CHECKED BY I FrAivii") 67.7 Pootx veittA DATEIIPC/0 7 SHEET —.7 OF -re4Y4° :S*5 toz r2. (Alt-40Pb) )) 7 doll = 7 Col. 1 -4,7* -U/191 41z -t- Copyright 2009. SEGA Engineers ' 1 Ai 3,LE 3 %kr-40,r SEGA Engineers /Structural & Civil Consulting Engineers Project L1-1506 Job No. 09-019 By: GAT 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Checked Date: 05/02/14 Sht. 4 LATERAL LOADS - (Alternate ASD) SEISMIC Maximum Base Shear, V = F SDS W R where, F = 1.0 One -Story Building SDs = 1.00 Ss = 1.5 Fa = 1.00 R = 6.5 Table 12.14-1 W = Seismic Weight For W: WIND Eq. 12.14-11 (Table 11.4-1, Ss > 1.25) Wroof = (40 ft) (38ft) (16 psf) + (2) (40 ft + 38ft) (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 Wtotat = Design Wind Pressure, ps = ps30 Eq. 28.6-1, Sect. 28.6.3 where, X = 1.00 0 -15 ft Exposure B Figure 28.6-1 = 1.00 = 1.00 20 ft 25 ft K,t = 1.00 Section 26.8 P30 = 17.7 psf 110 mph Figure 28.6-1 Po - 15 = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf P20 = ( 1.00) (1.00) (17.7 psf) = 17.70 psf Pts = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf 31 kips (ASD) (x 0.6 = 10.62 psf) (x 0.6 = 10.62 psf) (x 0.6 = 10.62 psf) Design Base Shear (Wind) Vvn= (40ft) (10ft) (17.7psf) + (40ft) (5ft) (17.7psf) + (40 ft) (3 ft) (17.7 psf) =12.7x0.6 = 7.6 kips Therefore, Vats= (55ft) (10ft) (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 JOB NO. L l ji— /sdcp ,a -af / FIGURED BY C 4 r (360) 886-1017 • Fax (360) 886-1016 CHECKED BY SSS W#! 1?"'. (t)[(51 e" 19'x' = 41 .. -4 *'44' y`QIP17/14-41 DATE 5/a7 SHEET 5 -OF tl VIVO g-. Copyright 2009, SEGA Engineers SEGA Engineers / PROJECT Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 V CHECKED BY JOB NO. ,01 Diet FIGURED BY Crtly DATE//I.SHEET (OF oaF�. K V;: C—��..�Esc-11(,,4;'x' (s, y44 �'�r� - 1 d)( /8›,t3 $ . )tia, )- 183i-- • k44. 5'+ ` ' " 4.P 48.14-114,' Copyright 2009, SEGA Engineers IA> 4J-301 141 q 46, ,t r444" L 4 "La Zia ' SEGA Engineers/ /Structural & Civil Consulting Engineers PROJECT LI -1506 22939 SE 292nd Place • Black Diamond, Washington 98010 JOB NO. (360) 880-1017 • FAX 886-1016 09-019 FIGURED BY GAT CHECKED BY DATE 9/I5/I1 SHEET 1 OF 1 51-1EAR WALL KEY PLAN 1!818 x 8 &EAR Ewa. . EEE o U.E1ERf1AELLSER PRODUCT GUIDE FOR NBTALLAtIR1 (TTP. OF 1) SHEAR WALL SCHEDULE Mark Minimum Sheathing (1) Sheathing Nailing (1) Anchor Bolts (3) Remarks (4) P> 1/2" OSB or 8d @ 6" o.c. 5/8' @ 60" o.c. QaII = 230 pif CDX Ij 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 Tess 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 12, 2016 FILIPP KAPUSTIN PO BOX 188 PUYALLUP, WA 98371 RE: Correction Letter # 1 COMBOSFR Permit Application Number D16-0329 MACADAM - LOT 4 - 13828 MACADAM RD S Dear FILIPP KAPUSTIN, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PLANNING DEPARTMENT: Lindsay Brown at (206)-433-7166 if you have questions regarding these comments. • On revised plans, show 1. The sensitive area split -rail fence 2. The 10' private storm easement. 3. This parcel shares a common driveway and access easement with Lot 3. 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 be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)-433-7165. Sincerely, 1 achelle Ripley Permit Technician File No. D16-0329 6300 Southcenter Boulevard Suite #100 • Tukwila Wn.chinaton 9R1RR • Phan,' 206-431_367n • Far 206.431_3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0329 DATE: 12/21/16 PROJECT NAME: MACADAM - LOT 4 SITE ADDRESS: 13828 MACADAM RD S Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works n n Fire Prevention Structural LJ' Awc 1`kH-H7 Planning Division UPermit Coordinator 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 n Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 01/19/17 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0329 PROJECT NAME: MACADAM - LOT 4 SITE ADDRESS: 13828 MACADAM RD S X Original Plan Submittal Response to Correction Letter # DATE: 12/01/16 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: /G1 Building Division �I11V` �U 1 l Public Works ANG Fire Prevention Structural 1 n v@ Cii ( Planning Division �' Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 12/06/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n (corrections entered in Reviews) Notation: I VI\fl&% (OWII DUE DATE: 01/03/17 Approved with Conditions Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: 112 Bldg ❑ Fire ❑ P1ng, PW ❑ StaffInitials' 12/18/2013 Date: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D16-0329 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: MACADAM - LOT 4 Project Address: 13828 MACADAM RD S Contact Person: /7/p AY()lam- Phone Number: (9-3) 9Z -Z Summary of Revision: 12,Ati s,/.6 (Avrfeth RECEIVED CITY OF TUKWILA DEC 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: 14—Entered in TRAKiT on W:\Permit Center\Applications-Handouts\TemplatesWorms\Word Documents\Rcvision Submittal Form.doe Revised: August 2015 City f 'Tukwila CERTIFICAT OF WATER ►VAILABILIT ` Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov PERMIT NO.: Part A: To be completed by applicant Site address (attach map and legal description showing hydrant location and size of main): 1� MI Mac.kciawi .OQd S Ttjk .3i(4 t (A/k gel(og Owner Information Agent/Contact Person Name: SK Mov a rc In ;Name: e i 1i 1C,e1 t)'t-1.✓1 �P II Address: �u P.O. %3ox 186 , U (U , IaJ e Address: {7 0. l� o les 188 e. 4l wk 483 -1( t J �`' . Phone: (2 S"') $YO- seG4,O Phone: (s-3)..7 z. �i This certificate is for the purposes of: j . Residential Building Permit O Commercial/Industrial Building Permit O Preliminary Plat O Rezone Estimated number of service connections and water meter size(s): O Short Subdivision D Other Vehicular distance from nearest hydrant to the closest point of structure is ft. Area is served by (Water Utility District): -4 V7 1 Owner/Age /n ignatur Date I1/8/t Part B: To be completed by water utility district 1. The proposed project is within WATER DISTRICT 125 (City/Coi n y) 2. No improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: RECEIVED CITY OF TUKWILA UEC 01 2016 (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of '1)400 apn? at 20 psi residual for a duration of 2 hours at a velocity of 4.2. fps as documented by the attached calculations. PERMIT CENTER 5. Wafer availability: Acceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item 13-2 are met. System is not capable of providing service to this project. I hereby certify that the above information is true and correct. &co n'I rte- o 115 Agency/Phone W0_242_01547 MAN' Noget By 0329 11 -3o -Ito lute ` $ tRE5 01-310-17) The follouvii g tercoop_=intro apply to the attached ertifiicate of Avg ilabiliiy ("Certificate") 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to tha.City of Tukwila ("City"). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Futher, 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 / / 4 .. Applicant's Signature Agile.�if'''''�"� Date l l $ I(o el I District Representative A`,.r. Wmp 1111 Date 1\-35—VO •WpAiiNQ 1014 4 BETTER 2 r1 Y 34605 148th Suite 100 Seattle, WA 98168 may ` It Phone: (206) 242-3236 i!1EB • 1,5 T1K'T Fax: (206) 242-1527 Rec. No. 003 / g- / 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 13828 MacAdam Road S, Tukwila, WA 98168 Tax Lot Number 1523049072 Legal Description (Attach Map and legal Description if Necessary ); Lc4y Par B: (To be Completed by Sewer Agency ) a. A Sewer Service will be provided by side sewer connection only to an existing 6 size sewer ' (� 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: RECEIVED • (1) feet of sewer trunk or lateral to reach the site; and/or CITY OF TUKWILA ❑ (2) The construction of a collection system on the site and/or DEC Q1 2016 (3) Other (describe) 2, Must be completed if 1. b above is checked PERMIT CENTER C' a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR C b. The sewer system improvement will require a sewer comprehensive amendment. 3. C, a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District. OR C a. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following; SS Permit $ a. District Connection Charges due to connection: /Do oe' prior GFC: $ 4/0 33 oa SFC: $ Unit: $ Total $ Li Z 7 po (Subject to Change on January 1st) Either a(ing County/METRO Capacity Charge, SWSSD or Midway Sewer District Connection Charge may be due upon conn ction to ers. 1 a. 32....ci b. Easements: ❑Required May e Required c. Other G7t/ ° rZCO,06 7' fes- !c-Lirvev/ SS �r.re_.-,-, cr>�" I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of signature. By /27— Title Ste' /r sac Gfa f• Date ////0/12o i g 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 I 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 Home Espanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & industries Search L&I Page 1 of 2 A -Z Index Help My I.&I Workplace Rights Trades & Licensing JK Monarch LLC Owner or tradesperson Principals Bartels, Jonathan Kirk, PARTNER/MEMBER Doing business as JK Monarch LLC WA UBI No. 603 088 988 PO BOX 188 PUYALLUP, WA 98371 253-840-5660 PIERCE County Business type Limited Liability Company Governing persons 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 Active. Meets current requirements. License specialties GENERAL License no. JKMONML874NA Effective — expiration 08/01/2013— 08/01/2017 Bond Developers Surety & Indem Co Bond account no. 859962C $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 Policy no. WPP114946500 Received by L&I Effective date 03/29/2016 04/23/2014 Expiration 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= 1/27/2017 JK Monarch LLC L&I Tax debts No L&I tax debts are recorded for this contra.__. license during the previous 6 year period, but some .__.,cs may 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 T2 / 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 © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state or Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603088988&LIC=JKMONML874NA&SAW= 1/27/2017 SIRE MN SUPPORT FEIK rtflLTERTNE C) CP TEDPTF RISER FAERSC MATERIAL WASFED GRAVEL BACKFILL R ND SIDES 04 A FILTER SILT FENCE PgTAIL NTS 09ETSTl+PI.EB OR W EUS" TO AttACHWIC TO SIRE ERE MESH FENCE FOR FILTER FAERIO S NOUSE • 250' BLOOD POSTS. STANDARD OR FETTER OR EOWVALENT SILT FENCE PETAL NTS ROW OYE]WiaNa LESS THAN 10' «GRAVEL BEALE TOPSOIL TOPSOIL Tet DRAINLLIASNED ROCK •BLOFE GRAVEL BWALE A 110101 /1 CF R TO DRAIN IV OR GREATER TO VEGETATED PORTON CF THE LOT. PETAH CN SITE POSITIVE DRAINAG NO SENSITIVE AREA SPLIT -RAIL FENCE STREAM R.25' MN RIESIDENTIAL FCR FMLY LOTTO 4' TO 6' MARRY SPALLS FOR RESIDENTIAL SEGLE FAMILY LOTS 0' 10 6' GUARRT WALLS MAT EE ACCEPTED AT INSPECTORS DISCRETION) CONSTRUCTION ENTRANCE NTS COMMON DRIVEWAY ACCESS (SHARED BETWEEN LOTS 3 44) APPIR \ 0 DEC 07 2016`\0 City of Tukwila PUBLIC Works \ Jo - \'0 C4411 \TO \ V REVIEWED FOR \\ 2, CODE COMPLIANCE \ 'S' APPROVED JAN 2 4 2017 City of Tukwila BUILDING DIVISION \I I 1 1 \ \ 1\ \ 1' 1,1 n 'I \ \ �I I RECEIVED 9,' + ITY OF TUKV DEC 21 201E SCALEPERMIT CEN CORRECTION LEGEND- �'�-�# MACADAM 0 o a = SILT FENCING LOT 4 CITY OP TUKWILA COVERAGE CALC- ▪ StOCKPILED SOIL ■ CONSTRUCTION ENTRANCE LOT AREA. PROPOSED STRUCTURE. LOT COVERAGE• PLAN LI -1506-2L 6.590 SF 2025 SF 23k% REVISED I2 -20-I6 tiLA T ER TYPE 254' 1+14.41 39.3'L RIM=121.65 I.E. 36' 5=114.26 _-_- I.E. 12'W=118.55 22LF 12'0 ADS N-12 @.5.0% +5.u18.0'L ND PAVING TAPER END A/C RABEpEDGE BEGIN C & G AND SI 0+ a.. BEGIN PAVING TAPER BEGIN SAWCUT 6' OFF E/P _ BEGIN 12'x6' NC 1iAtSE TEDGE 135 S • 17x/7' R1 Mac Section 15, Township 23 N, 100 PE UBOC RM.EASE.— 21 F 12'ei1DPE__ ____. 1% TO DAYLIGHT YpTypE-40 - - RIM=121.62 LE.=11773-- .--ton----- 108-- __ 108- 110 -`"'-114 itr VD4 TYPE 40 ---AIM=123.10 I.E:J117,93 _`_ a9pVQ __` OUTLETCONTROL TYPE 2 54' 2+01.33 135.8'L RIM=121.97 I.E.12' N=1.14.26- I.E. 36" 114.26 NW,SE=114.26 i' 12' STORM MAINT. ACCESS 2' CSTC OVER 6' GRAVEL BASE Gid�f�1 ' Vii' MPhil TYPE 254' 1+97.3837.6'. RIM=124.00 I.E. 36' E,N=114. `x'4i//On4n4irl/"G//!///oo/ „,/kll�dr�!!/rld/ll /!%!1/pAIG/pN,t'aN/LIQ%� '0/ ///L/,vlK!lr !n �w� n � ,rlr!s`_rcmmaly!„nnu:e I� CB 1 TYPE 1 1+16.09171 'L 5 CENTERLINE CONSTRUCTION CENTERLINE CB2T PE1 1+52.2517.1 'L lip 1d PRIVATE- STORM EASE. CB3 TYPE 1 2+70.7617.1 'L rii-770„,api�it�ahlir SAWCUI6' OFF EX. E1P,,,,__- Rd. ,ANDREMO EDGE Nlacada PAVEMENT WIDEF' AS NEEDED FO 20' WIDE SHARED RESIDENTIAL DRIVEWAY APPROACH PER RS- 8C - TYPICAL 00 -- �\ 4-78.96_15.41. EEND SND PAVINi3TAPERuL_--_ • SEWER AND WATER SERVICES: SEWER AND WATER SERVICES ARE SHOWN FOR REFERENCE ONLY. WATER SERVICES SHALL BE APPUED FOR FROM WATER DISTRICT #125 AT TIME OF BUILDING PERMIT APPLICATION. SEWER SERVICES SHALL BE APPUED FOR FROM VALLEY VIEW SEWER DISTRICT AT TIME OF BUILDING PERMIT APPLICATION. Prior to starting construction, contact ONE -CALL (1-800-424-5555) , or 811, for utility locations. z,- 110/ 1:" 120 ' *00 Macadam Profile Scale: 1'=20' V rt. Scale:1'-5 135 5+00 _ 130 /tE: 0 GRAPHIC SCALE 20 RIP RAP PAD DETAIL 30 40 60 2. 0 0 view — J.M.J70 6 i 44 S pUILDING CODE: 2015 INTERNATIONAL BLDG. CODE (IBC), AND BY REFERENCE WHERE APPLICABLE THE 2015 NTERNATIONAL 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 • 5 PSF WIND LOAD • 110 MPH WIND SPEED, EXPOSURE 'B', RISK CAT. II TYPE: V OCCUPANCY GROUP: R-3 pESIGN CRITERIA. TABLE R3012(1) CROWD SNOWDESIGN LOAD WIND DESIGN SEISMIC CAtERCxOkY SUBJECT TO DAMAGE MOM WINTER DESIGN Tl ICE SHIELD UNDER- LAYMENt REQUIRED FLOOD HAZARDS AIR REM ift G MEM ANNUAL TEMP SPEED (MPH) toF'OGRAPHIC ERECTS SPECIAL WIND REGION WIND-Bo7avE DEBRIS ZONE UEATHRING PIaOST LMEmem DEPTH 13 GAGE, 1-1/4' LON0,19/64' I4EAD, 0098' 91.4.1-V4' LONG, ANNULAR - RINGED: OR 4d COOLER NAIL, 0280' PIA, 1-3/8' LONG, 1/32' HEAD. INDEX 25 110 8 16 1/2'CEILING DI/D2 MOD 18 ODDI-TT tt NO PER LocAL JURISDICTION 50 50 ADDITIONAL REQUIRED SUBMITTAL ITEMS ITEMS TO BE SUBMITTED 8Y 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) err GENERAL UNLESS A SOILS INVESTIGATION 8Y A QUALIFIED SOILS ENGINEER 15 PROVIDED, FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSP, EXTERIOR FOOTINGS SHALL BEAR 18' (MINIMUM) BELOW FNISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACKFILL TO BE THOROUGHLY COMPACTED. MINIMUM COIPRESSIVE STRENGTH OF CONCRETE FER TABLE R4022 TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION MINIMUM CCMFRESSIVE STRI:NNGG14 (rc) AT 28 DAYS MODERATE UJEATI'ERMG POTENTIAL BASEMENT WALLS, FOUNDATIONS 4 OTHER CONCRETE NOT EXPOSED TO THE WEATHER. 2300 pal BASEMENT SLABS 4 INTERIOR SLAB ON GRADE, EXCEPT GARAGEFLOOR SLABS. 2300 pal BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS 4 OTHER VERTICAL CONCRETE UJORIG EXPOSED TO THE UEATHER. 3000 par (5% to V% air entrained PORCHES, CARPORT' SLABS 4 STEPS EXPOSED THE WEATHER 4 GARAGE FLOOR SLAB 3000 par (5% to 1% air entrained)TO CONCRETE 'BATCH TICKET' SHALL 8E AVAILABLE ON SITE FOR !REVIEW BY BUILDING OFFICIAL REINFORCING STEEL TO COMPLY WITH ASTM A615 GRADE 40. UN.O. (SEE STRUCTURAL) ATI BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH V4'x3'x3' PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN 1' OF MASONRY OR CONCRETE TO BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FOUNDATION SILL BOLTS TO BE 5/8' DIAMETER AT 5'-0' OAC. UNO. WITH MIN. 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 IN THE FIELD 114 ACCORDANCE WITH AWPA M4. (END CUT SOLUTION SY WOLMANIZED WOOD) PER IRC R311.1.1, FASTENERS FOR PRESSURE PRESERVATIVE ANA FIRE RETARDANT TREATED WOOD SHALL BE CP HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER 6' MN. CLEARANCE BETWEEN WOOD AND GRADE. 12' MIN. CLEARANCE BETWEEN FLOOR BEAMS AND GRADE. 18' MIN. CLEARANCE BETWEEN FLOOR JOIST AND GRADE. pAMPPROOFING EXCEPT WHERE REQUIRED BY SEC. R4062 TO 8E WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL 8E DAMPPROOFED FROM THE HIGHER OP (a) TILE TOP OF THE FOOTING OR (B) 6 INCUS BELOW THE TOP OF THE BASEMENT FLOOR TO THE FINISI4ED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8 INCH. PORTLAND CEMENT PARCxING APPLIED TO THE EXTERIOR OF THE WALL THE PARGNG SHALL BE DAMPPROOFED 114 ACCORDANCE WITH ONE OF THE FOLLOWING: 1. BITUMINOUS COATING. 2. 3 POUNDS PER S. YD. OF ACRYLIC MODIFIED CEMENT. 3. 'tea' COAT OF SURPACE-BONDING CEMENT COMPLYING WITH ASTM C 881. 4. ANY MATERIAL PERMITTED FOR WATERPROOI ING IN SEC. R406.2. 5. OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MATERIAL 15 APPROVED FOR DIRECT APPLICATION TO THE MASONRY. CONCRETE WALLS SHALL BE DAJMPPROOFED BY APPLYING ANY ONE OF TI -IE LISTED DAMppRoopiti.ip, 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 THE HIGHER OF (a) THE TOP OF THE FOOTING, OR (b) 6 INCHES BELOW THE TOP OF THE BASEMENT FLOOR TO THE FNISI4ED GRADE. WALLS SHALL 8E WATERPROOFED 114 ACCORDANCE WITH ONE OF THE FOLLOWING: 1.2 -PLY 140T -MOPPED FELTS. 2. 55 POUND ROLL ROOFING - 3. 6 -MIL POLYVINYL CHLORIDE. 4. -6 -MIL POLYETHYLENE 5.40 -MIL POLYMER -MODIFIED ASPHALT. 6. 60 -MIL FLEXIBLE POLYMER CEMENT. 1. 1/2' CEMENT -BASED, FIBER -REINFORCED, WATERPROOF COATING. 8. 60 -MIL SOLVANT-FREE, LIQUID -APPLIED SYNTHETIC RUBBER EXCEtPTION: 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. 140T ASPHALT SHALL SE APPLIED AT A TEMPERATURE OF LESS THAN 200'F. ALL JOINTS IN MEMBRANE WATERPROOPING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. 6T 4 N pRAFtSTOPPING R302.12 IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE E30114 ABOVE 4 BELOW TWE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO TI -IAT 744E AREA OF TI4E CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE 4 A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER TI -IE FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED UNDER THIE FLOOR FRAMING. 2. FLOOR FRAMING 15 CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. DRAFTSTOPPING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION R302J2.L FIREBLOCKING R302.11 IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING 514ALL BE PROVIDED t0 CUT OFF 130t44 VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND t0 FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND TI -4E ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION 114 THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS: 1.1. VERTICALLY 47 THE CEILING AND FLOOR LEVELS. 12. HORIZONTALLY 47 INTERVALS NOT EXCEEDING 10ft 2. AT NTERGONNECTIONS BETWEEN CONCEALED VERTICAL AND I-IORIZONTAL SPACES SUCH AS OCCUR .47 SOFFITS, DROP CEILINGS, AND COVE CEILINGS. 3. N CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRC SECTION R302.1 02' GWS) 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING 71415 ANNULAR SPACE SHALL NOT BE REQUIRED t0 MEET THE .451M E 136 REQUIREMENTS. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE IRC SECTION R1003.19. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING I8 REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. FIREBLOCKING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION 8302.111 LOOSE -FILL INSULATION MATERIAL SHALL NOT BE USED ASA PIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED. TI4E INTEGRITY OF ALL FIRESLOCKS SHALL BE MAINTAINED. SEPARATE PERMIT REQUIRED FOR: Q M chanical ctricai ❑ Plumbing ❑ Gas Piping City of Tukwila B.t.iII_O"a Aga DIVISION 1 GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE R602.3(1) GYPSUM WALL BOARD AT INTERIOR WALLS TO BE FASTENED ,ACCORDING TO TABLE 81023.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOAiRD TABLE 810233 ..TG��,SUM _ Op GYPSUM BOARD OR 6TPSUM PANED„ ( APPLICATION .- ❑ T. , BOARD OR GYPSUM PR TO FRAMING MAXIMUM X644 MEMBERSScREWS tlPiCt B Or...) MAXIMUM SPACING OP FASTENERS (INCHES) SIZE OF NAILS FOR APPLICATION tO WOOD FRAMING w/e NAIaohaslve 2X4 2X6 OR LAMER 3/90 CEILINCa PERPENDICULAR 24 1 12 13 GAGE, 1-1/4' LON0,19/64' I4EAD, 0098' 91.4.1-V4' LONG, ANNULAR - RINGED: OR 4d COOLER NAIL, 0280' PIA, 1-3/8' LONG, 1/32' HEAD. WALL EITHER DIRECTION 24 8 16 1/2'CEILING CEILING EITHER DIRECTION 16 1 12 8 GAGE, 1.3/8' LC.6,19/64' HEAD/ 0098' DIA,1-1/4' L0N6,,4f•NJLAR- PERPENDICULAR 24 1 12 RINGiED; OR 5d COOLER NAIL, 0.086' DIA. I-5/8' LONG, @/64' HEAD, OR GYPSUM BOARD NAIL, 0298' DIA., 1-1/8' LONG, 9/32' HEAD. WALL EITHER DIRECTION 24 8 12 WALL EITHER DIRECTION 16 8 16 5/8' CEILING EITHER DIRECTION 16 1 12 13 GAGE, I-8/8' LONG, 19/64' HEAPS 0298' DIA. I-3/8' LONG, AMMAR- O,1/4' HEADS OR OR 6d COOLER NAIL, 0092' PIA, I-9/8' LNG CEILMC, PERPENDICULAR 24 1 12 GYPSUM t BOARD NAIL. 0,098' DIA. 1-1/8' LONG. 19/64' HEAD. TYPE X AT PERPENDICULAR 24 6 6 * 6d COATED NA1L6 oR EQUIVALENT DRYWALL SCREWS. S1CREWS SHALL COMPLY UATH eacriON ancoaz i. BENEATH HABITABLE ROOMS WALL EITHER DIRECTION 24 8 12 13 GAGE 1-5/8' LONG, 16/64' HEAD, 0298' DIA, 1-3/8' LONG, ANNILAR- R NGEDs OR 6d COOLER NAIL, 0092' DIA,1-9/8' LCNG, 1/4' HEADS OR GYPSUM BOARD NAIL, 0098' DIA. 1-1/8' LONG. 19/64' HEAD. WALL EITHER DIRECTION 16 8 16 APPLICATION WITH API -IF -SIVE 3/8' CEILING PERPENDICULAR 16 16 16 SAME AS ABOVE FOR 3/8' GYPSUM BRD OAAND GYPSUM PANEL PROAUG18. . WALL EITHER DIRECTION 16 16 24 1/2' OR 5/' CEIL11•4 EITHER DIRECTION 16 16 16SAME CEILING PERPENDICULAR 24 12 16 AS ABOVE FOR 1/2' AND 5/8' GYPSUM BOARD AND GYPSUM PANEL PRODUCTS, RESPECTIVELY. WALL EITHER DIRECTION 24 I6 24 TWO 3/8 LAYERS CEILING PERPENDICULAR 16 16 16 BASE KY NAILED AS AESOVE POR P GYPSUM BOARD AND GYPSUM PANEL PRoPUcts: FACE PLY NOTALLED ON ADHESIVE. WALL EITHER DIRECTION 24 24 24 MASTENERS ALL NAILS SPECIFIED ON THIS PLAN SHALL BE COMMON OR GALVANIZED BOX (UNLESS NOTED OTHERWISE) OF THE DIAMETER AND LENGTH LISTED BELOW OR AS PER APPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) 841 COMMON (0.131' DIA., 2-1/2' LENGTH), 8d BOX (0.113' DIA, 2-1/2' LONG), 10d COMMON (0.145' DIA., 3' LONG) 10cl BOX (0.128' DIA., 3' LENGTH), 16d COMMON (0.162' DIA, 3-1/2' LONG), 16d SINKER (0.148 DIA, 3-1/4' LONG) 561 COOLER (0.086' DIA., 1-5/8' LONG ), 6d COOLER (0.092' DIA., 1-1/5' LONG) LUMBER GRADES FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING 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 HE +'2 - Fb•915 pat, Fv•150 pal, Fc•1300 pal, E■1300000par HF *2 - Fb•915 pet, Fv•150 pat, Fc•1300 pet, E■1300000pa1 =At 4X 6X OR LARGER DF -L •2 - Pb■900 par, Fv180 per, Fc•1350 pal, E■1600000per DF -L n - Fb•S15 p81, Pv■110 pat, Fc•600 pat, E■1300000par $TUDS HF'2 - F12•915 per, Fv•150 per, Fc•1300 pet, E■1300000pa1 14F +'2 - Fb•915 per, Fv•150 per, Fc•1300 pet, E■1300000p61 2X4 2X6 OR LAMER PQM 4X4 4X6 OR LARGER 6X6 OR LAMER HP h - Po.915 pet, Fv•150 pat, Fc•1300 per, E■1300000pe1 HF .2 - Pb■975 par, Fv•150 per, Fc•1300 pat, E• 1300000p4.1 DP -L a1 - Fb■1200 par, Fv■110 p81, Fc■1000 pat, E■1600000pe1 GLUED -LAMINATED BEAM (GLS) 84ALL BE 24F -v4 FOR SNGLE SPANS 4 24P -VS FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Pb • 2,400 PSI, Fv • 165 PSI, Pc • 650 PSI (PERPENDICULAR), E • 1,800,000 PSI. ENGINEERED 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: RD • 2,900 P81, Fv • 290 PSI, Pc • 150 PSI (PERPENDICULAR), E • 2,000,000 PSI. BEAMS DESIGNATED AS 'LVL' SHALL HAVE THE MINIMUM PROPERTIES: Fb • 2,600 P5I, Fv • 285 PSI, Pc • 150 PSI (PERPENDICULAR), E • 1,900,000 PSL;SEAt IS DESIGNATED AS 'LSL' SHALL HAVE THE MINIMUM PROPERTIES: Pb • 1,100 PSI, Fv • 400 PSI, Fc • 680 PSI (PERPENDICULAR), E • 1,300,000 PSI. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE LIMTED AS FOLLOWS; FLOOR LIVE LOAD MAXIMUM • L/480, FLOOR TOTAL LOAD MAXIMUM • L/240. PREFABRI • D WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS AS STATED IN THE GENERAL NOTES. TRUSSES SHALL BE DESIGNED 4 STAMPED BY A LICENSED PROFESSIONAL ENGINEER AND FABRICATED ONLY FROM THOSE DESIGNS. NONBEARING WALLS SHALL BE HELD AWAY FROM TI4E TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER (SUCH AS SIMPSON STC) TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOt BEAR ON THE WALL ,ALL PERMANENT TRUSS MEMBER BRACING SHALL BE INSTALLED PER TWE TRUSS DESIGN DRAWINGS. ROOF/UJALL/FLOOR SHEA71-1ING TYPICAL WALL 4 ROOF SHEATHING SHALL BE 1,16' RATED SHEATHING MINIMUM UNLESS'0T44ERWISE SPECIFIED. MINIMUM NAILING 514ALL BE 8d COMMON 0 6' O.C. B PANEL EDGES AND 12' O.C. IN FIELD UN.O. ON 814EARWALL SCHEDULE. SPAN INDEX SHALL ISE 24/0 FOR WALLS AND 24/16 FOR ROOF. FLOOR SHEATHING SHALL 8E 3/4' T4G RATED (40/20) 514EATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMON AT 6' O.C. 0 PANEL EDGES AND 12' O.C. IN FIELD. SPAN INDEX SHALL BE 40/20 UNLESS NOTED OTHERWISE. STAGGER END LAPS At ROOF AND FLOOR SHEATHING. (WALL FLASI4ING APPROVED CORROSION -RESISTANT FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS t0 PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE !BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND t0 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 47 ALL OF THE FOLLOWING LOCATIONS: 1. At TOP OF ALL EXTERIOR WNDOW AND DOOR OPENINGS IN SUCH A MANNER AS t0 BE LEAKPROOF, 2. AT THE INTERSECTION OF CHIMNEYS OR OTI-TER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS 014 BOTH SIDES UNDER STUCCO OPENINGS. 3. CINDER 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 TOA WALL OR FLOOR ASSEMBLY OF WOOD CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 1. AT BUILT-IN GUTTERS. dP W I el 0, SKYL. 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 R310 -EMERGENCY ESCAPE 4 RESCUE OPENINGS 8310.1 EMERGENCY ESCAPE AND RESCUE OPENNG REQUIRED. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS T14414 ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE REQUIRED 114 EACH SLEEPING ROOM. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY 114TO A PUBLIC WAY, OR TOA YARD OR COURT THAT OPENS 70 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. P7. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MIN. 5.0 SQ. FT. MINIMUM OPENING HEIG44t: THE MIN. NET CLEAR OPENINGS WEIGHT SHALL BE 24 INCHES. MINIMUM OPENING WIDTH: THE MN NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. MAXIMUM SILL WEIGHT: IN DUELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24' ABOVE THE FINISHED FLOOR AND GREATER THAN 12IN ABOVE THE FINISHED GRADE OR OTI4ER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE POLL0WNG: 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOt ALLOW A 4' DIAMETER SPHERE TO PASS THROUGH THE OF'ENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. 3. OPERABLE WINDOWS TWAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION R31222. SAFETY GLAZING SHALL BE INSTALLED 114 THE FOLLOWING LOCATIONS OR A5 OTHERWISE REQUIRED PER IRC SECTION 8308.4 1. SIDE HINGED DOORS 2. SLIDING GLASS DOORS AND PANELS 114 SLIDING 4 BI -FOLD CLOSET DOOR ASSEMBLIES 3. STORM DOORS 4. SHOWER AND BATH TUIS, HOT TUB, WHIRLPOOL, SAUNA, STEAM ENCLOSURES 5. GLAZING W/ THE EXPOSED EDGE WITHIN A 24' ARC OF EITHER VERTICAL EDGE OF .4 D0OR 1N THE CLOSED POSITION 4 BOTTOM EDGE 18 LESS THAN 60' ABOVE THE WALKING SURFACE GLAZING GREATER THAN 9 SP. AND LESS THAN 18' ABOVE FINISHED FLOOR 6. GLAZING IN GUARDRAILS 1. GLAZING LESS 714A14 18' ABOVE FINISHED FLOOR 8. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36' ABOVE THE PLANE OF THE ADJACENT WALKING TAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL ISE CONSIDERED A HAZARDOUS LOCATION. PLANNING APPROVE No changes can be made to these Mans without approval from the Planning Division of DCD Approved By: ro W h Date' \'-kg"-\1 REVISIONS I N®ICf,3'yes 11:73l1 hi made to the scope C v'ork vlthout prior approval of uloprb Building Division. t": { '3iorswill require a new plan submittal l ad ma/ ifr;lude additional plan review fees. INWLATIM ANo P101e�,:,; �- , � CTION GENERAL MAINTAIN I' CLEARANCE ABOVE INSULATION FOR FREE AIR FLOW. INSULATION BAFFLES TO EXTEND 6' ABOVE BATT INSULATION INSULATION BAFFLES TO EXTEND 12' ABOVE LOOSE FILL INSULATION INSULATE BEHIND TUBS/SHOWERS, PARTITIONS AND CORNERS FACE -STAPLE FACED BATTS FRICTION -FIT UNPAGED 8ATTS USE 4 MIL POLY VAPOR RETARDER Al 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 NAVE A FLAME -SPREAD INDEX NOT 70 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 IN CONCEALED SPACES, THE FLAME -SPREAD AND SMOKE-DEVELOPEMENT LIMITATIONS DO NOT APPLY t0 TI -1E FACINGS, PROVIDED THAT THE FACING 15 INSTALLED) IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, FLOOR, OR WALL FINISH. 2. CELLULOSE LOOSE -FILL NSULATION, WHICH IS 1407 SPRAY APPLIED, COMPLYING WITH THE REQUIREMENTS OF IRC R316. 3. SHALL ONLY BE REQUIRED TO MEET THE SMOKE -DEVELOPED INDEX OP 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, GASKETEP OR WEATHIERSTRIPPED t0 LIMIT AIR LEAKAGE. VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED CEILING SPACES AND 47 EXTERIOR WALLS. GROUND COVER OF 6 MIL (0.006') BLACK POLYETHYLENE OR EQUIVALENT SHALL ISE LAID OVER 714E GROUND IN ALL CRAWL SPACES. THE GROUND COVER 514ALL BE OVERLAPPED 12' 47 EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. cT1 4140 POSTING OP CERTIFICATE WSEC R4013 A PERMANENT CERTIFICATE SHALL BE COMPLETED BY TI4E BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED ON A WALL 114 THE SPACE WHERE TI4E FURNACE 18 LOCATED, A UTILITY ROOM, OR AN APPROVED LOCATION INSIDE THE BUILDING. WHEN LOCATED ON AN ELECTRICAL PANEL, THE CERTIFICATE SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABELS. THE CERTIFICATES SHALL LIST THE PREDOMINANT R -VALUES OF NSULATION INSTALLED IN OR 014 CEILING/ROOF, WALLS, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND FENESTRATION AND THE SOLAR HEAT GAIN COEFFICIENT (5HGiC) OF FENESTRATION, AND TI4E RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE I8 MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATES 614ALL LIST THE VALUE COVERING THE LARGEST AREA. THE CERTIFICATES SHALL LIST THE TYPES NAND EFFICIENCIES OF HEATING, COOLING AND SERVICE WATER HEAPING EQUIPMENT. WHERE A GAS-FIRED UNVENTED ROOM HEATER, ELECTRIC FUIRNACE, OR BASEBOARD EL3ECTRIC HEATER IS NSTALLED 114 714E RESIDENCE, THE CERTIFICATES 814ALL LIST 'GAS-FIRED UNVENTED ROOM HEALER' 'ELECTRIC PURMACE' OR 'BASEBOARD ELECTRIC HEATER ' AS APPROPRIATE. AN EFFICIENCY SHALL BE NOT 8E LISTED FOR GAS-FIRED UNVENTED ROOM HEATERS, ELECTRIC FURNACES OR ELECTRIC BASEBOARD HEATERS. EXCEPTION: DUCTS OR PORTIONS THEREOF LOCATED COMPLETELY INSIDE THE BUILDING TI-IERMAL ENVELOPE. DUCTS LOCATED IN CRAWL SPACES PO 1407 QUALIFY FOR T1415 EXCEPTION. PUCT LEAKAGE TESTING: DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH WSU RS -33, USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED 114 2015 WSEC SEC. R403.3.3. A WRITTEN REPORT OF THE RESULTS SHALL BE ,'IGNED BY T14E PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. JSUUILDlNG AIR LEAKAGE TESTING 2015 WSEC SEC. R402.4 THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED 70 LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS R402.4.1 THROUGH R4024.4. HSA. • E ars 2015 UNIFORM PLUMBING CODE SEC. 312.12 STRAINER PLATES ON DRAIN INLETS SHALL BE DESIGNED AND INSTALLED SO THAT NO OPENING EXCEEDS I/2 OF AN NCH IN THE LEAST DIMENSION. 312.12.1 METER BOXES SHALL BE CONSTRUCTED IN SUCH AN MANNER THAT RATS CANNOT ENTER A BUILDING BY FOLLOWING THE SERVICE PIPES FROM THE 80X NTO THE BUILDING. 312.122 METAL COLLARS IN OR ON BUILDINGS LUI4ERE OPENING°: HAVE SEEN MADE IN WALLS, FLOORS, OR CEILINGS FOR THE PASSAGE OF PIPES, SUCH OPENINGS SHALL BE CLOSED AND PROTECTED BY 744E INSTALLATION OF APPROVED METAL COLLARS SECURELY FASTENED TO THE ADJOINING STRUCTURE. 312.123 1118 WASTE OPENINGS 114 FRAMED CONSTRUCTION TO CRAWL SPACES 47 OR BELOW THE FIRST FLOOR SHALL BE PROTECTED 8Y THE INSTALLATION OF APPROVED METAL COLLARS OR METAL SCREEN SECURELY FASTENED 10 THE ADJOINING STRUCTURE WITH 140 OPENING EXCEEDING 1/2 OF AN NCH IN THE LEAST DIMENSION. 411, V ., I. WSEC SECTION R404 8404.1 INTERIOR LIGHTING: A MINIMUM OF 15 PERCENT OF ALL LUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES. LIGHTING THAT COMPLIES WITH 714E PRESCRIPTIVE JNTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 IRC INTERIOR STAIRWAYS SHALL 8E PROVIDED WITH AN ARTIFICIAL. LIGHT SOURCE TO ILLUMINATE THE LANDNGS AND TREADS. STAIRWAY ILLUMINATION 514ALL RECEIVE PRIMARY POWER FROM TI4E, BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS t0 LEVELS NOT LESS THAN 1 FOOT-CANDLE MEASURED At THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY 1445 SIX OR MORE RISERS. EXCEPTION: A SWITCH 15 N07 REQUIIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC 8303.8 IRC EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT 114E TOP LANDING OF 744E STAIRWAY. STAIRWAY ILLUMINATION 514ALL RECEIVE PRIMARY POUTER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYSPROVIDING ACCESS TO A BASEMENT PROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED At THE 807TO1M LANDING OF THE STAIRWAY. PRILL AND NOWA 6 'a• 8 PER SEC R602.6 DRILLING AND NOTCHING OF STUDS SHALL BE 114 ACCORDANCE WITH THE FOLLOWING: 1. NOTCHING. ANY STUD 114 AN EXTERIOR WALL OR SEARING PARTITION SHALL BE PERMITTED TO BE CUT OR NOTCHED 70 A DEPTH NOT EXCEEDING 25% OF ITS WIDTH. STUDS IN NOI4SEARING PARTITIONS SHALL BE PERMITTED TO BE NOTCHED 70 A DEPTH 1407 TO EXCEED 40% OF A SINGLE STUD WIDTH. 2. DRILLING. ANY STUD SHALL BE PERMITTED TO BE BORED OR DRILLED, PROVIDED 74447 THE DIAMETER OF THE RESULTING HOLE IS NO MORE THAN 60% OF 714E STUD WIDTH, THE EDGE OF THE HOLE 18 NO MORE 744414 it'a NCH TO THE EDGE OF 114E STUD, AND THE HOLE IS NOT LOCATED IN 714E SAME SECTION ASA CUT OR NOTCH. STUDS "LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS DRILLED OVER 40% AND UP t0 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 5140ES 18 PERMITTED WHERE THEY ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. DRILLING AND NOTCHING OF TOP PLATE. PER SEC R602.6J WHEN PIPING OR DUCTWORK IS PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR LOAD-BEARING WALL, NECESSITATING. CUTTING, DRILLING OR NOTCHING OF THE TOP PLATE BY MORE THAN 50 PERCENT OF IT'S WIDTH, A GALVANIZED METAL TIE 1407 LESS 714414 0.054 NCH THICK AND 1-1/2' INCHES WIDE 51-1ALL BE FASTENED ACROSS AND t0 114E PLATE At EACH SIDE OF THE OPENING W1114 NOT LESS THAN EIGHT 10d NAILS HAVING A MINIMUM LENGTH OF 1-1/2' INCHES .47 EACH SIDE OR EQUIVALENT. THE METAL TIE MUST EXTEND A MINIMUM OF 6 INCHES PAST THE OPENING. SEE FIGURE 8602.6.1, EXCEPTION: W4-IEN THE ENTIRE SIDE OF THE WALL WITH 114E NOTCH OR CUT 13 COVERED BY WOOD STRUCTURAL PANEL SHEATHING. LE COPY Permit 0.1,(40- 03;1. Pian review of prov9.! is subject to errors and omissions. Approval of consiol iion documents does not au ho ize the violation of any adopted code or ordinance. Recapt of approved Field Copy and conditions is acknowled ed: Date: .454.2,24.4.?_ City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED IJAN 242017 E. City of Tukwifa BUILDING DIVISION RECEIVED CITY OF TUK WILA DEC 012016 PERMIT CENTER ALL GLAZING TO 13E IN COMPLIANCE WITH THE 22115 WASHINGTON STATE ENERGY CODE. GLAZING I-FACTQE_ VERTICAL OVERHEAD CEILING VAULTED CEILING M 028 050 R-49 R-38 R-21 R-21 R-38 R-10 2' I�1 ran z a 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 -1506-2L Date: 9 -14 -iso N-1 vr:NIII_AIk:N IREQUI1RE TJ ROOF ATTIC vENTIL4TION CALCULAT1OWS PENTiLotiON CALCULATiONS 4 REQUiREMENTS At LEAST 40%4 NOT MORE THAN 50% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (140 MORE THAN 3' PELOW 714E RIDGE OR HILI -LEST POINT) WITH TI -IE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. VENTILATION REQUIRED PER SEC. 8806.1 - ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FOR1ED 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 I/16' NCH MINIMUM AND I/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 1%16-' 11II`I I'M'1,x-11 fiI�ID 1%4' 1-'ll4v'\1M'M'1�'1. 'I 'II•rriQ7 II`1 �� rr d 1111 .N 1 1�'G =rW VP' i~ML{- CV�1 t� 1 REQUIREMENTS OF SECTION R002.1. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO 714E OUTSIDE AIR MINIMUM VENT AREA PER SEC. RS062 - 714E MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. VENT AND INSULATION CLEARANCE PER SEC. 88063 - WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. NOT LESS THAN A 1 -INCH SPACE SHALL BE PROVIDED BETWEEN 114E INSULATION AND THE ROOF SHEATHING AND At THE LOCATION OF THE VENT. UPPER ROOF: (AREA 1) 2025 SQ. FT. OF ATTIC AiZEA/300 = 615 SQ. FT. CF VENTILATION REQUIRED (912 SQ. INC -E8) UPPER VENTS a 4B6 61_ In. (10 AF50 VENTS) LOWER VENTS • 486 Sq. In. 39 EAVE VENTS x 12' PER BLOCK :465 Sq. In. 1 AF50 VENTS x50' PER VENT = 5m Sq. In. NOTE: UPPER ROOF VENTING PROVIDED BY 1'x10' AF50 ROOF VENTS. (50 4 M. PER VENT) NOTE: EAVE VENTING PROVIDED BY (4)-2 1/5' DIAMETER 'BIRD HOLES' PER EAVE BLOCK (4)-21/8' DIA HOLES m 14.16 Sq. In. w/O MESH NFA w/ MESH ■ 12' Sq. In. PER BLOCK. 40'-0'(20 EAVE VENTS) 1$'-1'(9 EAVE VENTS) t7 0 1 INTE4TE 24 1-4 UJI-4OLE 1-4OUSE VENTILATION SYSTEM flECMANICAL HEATING EQUIPMENT ALL WARM -AIR FURNACES SHALL BE LISTED AND LABELED BY 414 APPROVED AGENCY AND INSTALLED TO LISTED SPECIFICATIONS. NO WARM -AIR FURNACES SHALL BE INSTALLED INA ROOM USED OR DESIGNED TO SE USED ASA BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURIAcE, ENCLOSED PJI 4Ac"ES AN ELECTRIC 4.IEATNG FURI.4CE8. LIQUEFIED PETROLEUM GAS -BURNING APPLIANCES SHALL NOT BE INSTALLED INA PIT. BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GAS MIGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED 114 AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED GAS. HEATING AND COOLING EQUIPMENT LOCATED INA GARAGE AND WHICH GENERATES A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH T4 -IE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES At LEAST 18' ABOVE THE FLOOR LEVEL. TEMPERATURE CONTROL THE PRIMARY SPACE CONDITIONING SYSTEM WiTHIN EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE MEC SEC. 403.1.1 VENTILATION EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE BW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS CF ITS LISTING, MFR'S INSTALLATION INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. A TYPE L VENTING SYSTEM SHALL TERMINATE 1407 LESS THAN 2 FEET ABOVE THE HiGHEST POINT WHERE 744E VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' HIGHER THAN ANY PORTION OF TWE BUILDM WITHIN 10' OF THE VENT. UTILITY ROOM NOTES/MAKE UP AIR: 1. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN TI -E 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 WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR. WHERE A CLOSET IS gI=81rl l r� FOR TWE 1i.lgtA I,-A'i Int\I OF ACL OTI.IE8 r-)RrER 414 OPENNING HAVING 414 AREA OF 1407 I ESS Tu, KI 100 �r � �r LE 0A INCHES :FOR MAKE UP AIR SHALL 13E PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR MEANS. C Fi • 100 SQ NCH TRANSFER GRILL PER IRC G2439.4 (614.6) AS AMENDED BY WASHINGTON STATE VENTILATION SYSTEM. SEC. 11150-1.1 GENERAL WHERE LOCAL EXHAUST OR WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS AND EQUIPMENT SHALL BE DESIGNED IN ACCORDANCE WITH THIS SECTION. 1115012 RECIRCULATION OF AIR EXHAUST AiR FROM BATHROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT ,AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS .4142 TOILET ROOMS SHALL NOT DISCHARGE INTO AN 41110, CRAWL SPACE OR OTHER AREAS OF THE BUILDING. MI5013 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE DESIGNED iN ACCORDANCE WITH SECTIONS M15013.1 THROUGH 1150133. MI5013.1 SYSTEM DESIGN EACH DWELLING UNIT OR GUESTROOM SHALL BE EQUIPPED WITH A VENTILATION SYSTEM COMPLYING WiTH SECTION M150134, M150135,1115013.6 OR M150136.1. COMPLIANCE IS ALSO PERMI 1 l TO BE DEMONSTRATED TI4ROUGI-1 COMPLIANCE WITH THE INTERNATIONAL MECHANICAL CODE OR ASHRAE STANDARD 622. MI50132 CONTROL AND OPERATION 1. LOCATION OF CONTROLS. CONTROLS FOR ALL VENTILATION SYSTEMS SHALL BE READILY ACCESSIBLE BY THE OCCUPANT. 2. INSTRUCTIONS. OPERATING INSTRUCTIONS FOR WHOLE -HOUSE VENTILATION SYSTEMS SHALL BE PROVIDED t0 741E OCCUPANT 13Y THE INSTALLER OF THE SYSTEM. 3. LOCAL EXHAUST SYSTEMS. LOCAL EXHAUST SYSTEMS SHALL BE CONTROLLED BY MANUAL SWITCHES, PEI-IUMIOISTATS, TIMERS, OR OTHER APPROVED MEANS. 4. CONTINUOUSWHO:E■HOUSE VENTILATION SYSTEMS. CONTINUOUS WHOLE -HOUSE VENTILATIONS SYSTEMST SHALL OPERATE CON'TINUbUSLY AND BE EQUIPPED WITH AN OVERRIDE CONTROL. A 'FAN ON' SWITCH SHALL BE PERMITTED AS N OVERRIDE CONTROL. CONTROLS SHALL BE CAPABLE OF OPERATING 714E VETILATION SYSSTEM WITHOUT ENERGIZING 0714ER ENERG-CONSUMNG APPLIANCES. A CLEARLY VISIBLE LABEL SHALL BE AFFIXED TO THE CONTROLS THAT READS 'WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS).' 5. INTERMITTENT WHOLE -HOUSE VENTILATION SYSTEMS. INTERMITTENT WHOLE -HOUSE VENTILATION SYSTEMS SHALL COMPLY WITH THE FOLLOWING: 5.1 THEY SHALL BE CAPABLE OF OPERATING INTERMITTENTLY AND CONTINUOUSLY. 52 THEY SHALL HAVE CONTROLS CAPABLE OF OPERATING THE EXHAUST FANS, FORCED -AIR SYSTEM FANS, OR SUPPLY FANS WITHOUT ENERGIZING OTHER ENERGY -CONSUMING APPLIANCES. 53. 5.3 THE SYSTEM SHALL 8E DESIGNED SO THAT 17 CAN OPERATE AUTOMATICALLY BASED ON THE OF CONT .O TiIrR INSTAL -LED. 5.4 THE INTERMITTENT MECHANICAL VENTILATION SYSTEM SHALL OPERATED At LEAST ONE HOUR OUT OF EVERY FOUR 5.5 THE SYSTEM SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH ASA 24-14OUR CLOCK TIMER. 5.6 5.1 AT THE TIME OF FINAL INSPECTION, THE AUTOMATIC CONTROL SHALL 1:3E SET TO OPERATE THE WHOLE -HOUSE FAN ACCORDING TO THE SCHEDULE USED t0 CALCULATE THE WHOLE -HOUSE F44 SIZING. 5.8 A LABEL SHALL BE AFFIXED TO THE ,CONTROL 714A7 READS 'WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS).' M150132.1 OPERATING INSTRUCTIONS INSTALLERS SHALL PROVIDE THE MANUFACTURER'S INSTALLATION, OPERATING INSTRUCTIONS, ANDA WHOLE -HOUSE VENTILATION SYSTEM OPERATION DESCRIPTION. MI50133 MECHANICAL VENTILATION RATE THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM SHALL PROVIDE OUTDOOR AIR t0 EACH DWELLING UNIT 47 A CONTNUOUS RATE CF NOT LESS THAN THAT DETERMINED N ACCORDANCE WITH TABLE MI50133(1). EXCEPTION: THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM IS PERMITTED t0 OPERATE INTERMITTENTLY WHERE THE SYSTEM HAS CONTROLS THAT ENABLE OPERATION FOR 1407 LESS THAN 25 PERCENT OF EACH 4-14OUR SEGMENT AND THE VENTILATION RATE PRESCRIBED IN TABLE 11150133(1) IS MULTIPLIED BY THE FACTOR DETERMINED IN ACCORDANCE WiTH TABLE 11150133(2). M150135 WHOLE -HOUSE VENTILATION INTEGRATED WITH .4 FORCED -AIR SYSTEM. THiS SECTION ESTABLISHES MINIMUM PRESCRIPTIVE REQUIREMENTS FOR WHOLE -HOUSE VENTILATION SYSTEMS INTEGRATED WITH FORCED -AIR V N T ILA T IUM SYSTEMS. A SYSTEM LL 4iCH MEETS ALL THE REQUIREMENTS OP THIS SECTION SHALL BE DEEMED TO SATISFY THE REQUIREMENTS FOR A WHOLE -HOUSE VENTILATION SYSTEM. MI5013.5.1 INTEGRATED WHOLE -HOUSE VENTILATION SYSTEMS. INTEGRATED WHOLE -HOUSE VENTILATION SYSTEMS SHALL PROVIDE OUTDOOR AIR AT THE RATE CALCULATED USING SECTION 11150133. INTEGRATED FORCED-AiR VENTILATION SYE3TEMS SHALL DISTRIBUTE OUTDOOR AIR TO EACH HABITABLE SPACE THROUGH THE FORCED-AiR SYSTEM DUCTS. INTEGRATED FORGE-AiR VENTILATION SYSTEMS SHALL HAVE AN OUTDOOR AIR INLET DUCT CONNECTING A TERMINAL ELEMENT ON THE OUTSIDE OF THE BUILDING t0 THE RETURN AIR PLENUM OF THE FORCED-AiR SYSTEM, ATA P01147 WITHIN 4 FT UPSTREAM OF THE AIR HANDLER THE OUTDOOR AIR INLET DUCT CONNECTION t0 THE RETURN AIR STREAM SHALL SE LOCATED UPSTREAM OF THE FORCED -AIR SYSTEM BLOUER AND SHALL NOT BE CONNECTED DIRECTLY INTO A FURNACE CABINET 70 PREVENT THERMAL SHOCK t0 THE HEAT EXCHANGER THE SYSTEM WILL BE EQUIPPED WITH A MOTORIZED DAMPER CONNECTED TO 714E AUTOMATIC VENTILATION CONTROL AS SPECIFIED 114 SECTION 11150132. THE REQUIRED FLOW RATE SHALL BE VERIFIED BY FIELD TESTING WITH A FLOW 14000 OR A FLOW MEASURING STATION. 1115013.52 VENTILATION DUCT INSULATION. ALL SUPPLY DUCTS IN THE CONDITIONED SPACE SHALL BE INSULATED TOA MINIMUM R-4. M15013.53 OUTDOOR AIR INLETS. INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTI-ER MATERIAL. OUTDOOR AIR INLETS SHALL 13E LOCATED SO AS NOT TO TAKE AIR FROM T4 -4E FOLLOWING AREAS: 1. CLOSER THAN 10 FT FROM AN APPLIANCE VENT OUTLET, UNLESS SUCH VENT OUTLET IS 3FT ABOVE 714E OUTDOOR AIR INLET. 2. WHERE It WiLL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS. 3. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HAVING ANY FUEL -BURNING APPLIANCES THEREIN. 5. CLOSER THAN 10 FT FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM UNLESS THE VENT OPENING 15 AT LEAST 3 FT ABOVE THE AIR INLET. 6. ATTIC, CRAWL SPACES, OR GARAGES. MI501.4 LOCAL EXHAUST LOCAL EXHAUST SHALL BE PROVIDED IN EACH KITCHEN, BATHROOM, WATER CLOSET, LAUNDRY ROOM, NDOOR SWIMMING POOL, SPA, AND OTI4ER ROOMS WHERE WATER VAPOR OR COOKING ODOR 15 PRODUCED. LOCAL EXHAUST SYSTEMS SHALL BE DESIGNED TO HAVE A CAPACITY TO EXHAUST THE MINIMUM AIR FLOW RATE DETERMINED N ACCORDANCE WITH TABLE M1501.4. SEC. 111501 111501.4.1 LOCAL EXHAUST FANS EXHAUST FANS PROVIDING LOCAL EXHAUST SHALL HAVE A MINIMUM FAN FLOW RATING NOT LESS THAN 50 cfm AT 025 INCHES WATER GAUGE FOR BATHROOMS, LAUNDRIES, OR SIMILAR ROOMS AND 100 cfin A7 025 INCHES WATER GAUGE FOR KITCHENS. MANUFACTURERS' FAN FLOW RATINGS SHALL BE DETERMINED AS PER 14V1 916 (APRIL 1995) OR AMCA 210. EXCEPTION: WHERE A RANGE 14002 OR DOWN DRAFT EXHAUST FAN IS USED TO SATISFY THE LOCAL EXHAUST REQUIREMENTS FOR KITCHENS, THE RANGE 44002 OR DOWN DRAFT EXHAUST SHALL NO7 BE LESS THAN 100 cfln AT 0.10 INCHES WATER GAUGE. 111501.42 LOCAL EXHAUST CONTROLS LOCAL EXHAUST SYSTEMS SHALL BE CONTROLLED BY MANUAL SWITCHES, PEHUMiDISTATS, TIMERS, OR OTHER APPROVED MEANS. LOCAL EXHAUST SYSTEM CONTROLS SHALL 13E READILY ACCESSIBLE. T 133(1) CONTiNU.IOU8 Ili -TOLE HOUSE MEC$4ANiC.4L VENTILATION OYBTEM AIR PLOW RATE REQUIREMENTS. DWELLING UNIT FLOOR AREA(S.F.) NUMBER OF BEDROOMS 0-1 2-3 4-5 6-1 >1 AIRFLOW IN CFM <1,500 30 45 60 15 90 1,501-3,000 45 60 15 90 105 3,001-4,500 60 15 90 105 120 4,501-6,000 15 90 105 120 135 6,000-1,500 90 105 120 135 150 >1,500 105 120 135 I50 165 t � , M160133(2) INTERMITTENT WI4OLE 4 -IOW% P ECWANICAL VENTILATION RATE PACT • RUN-TIME % iN EACH 4-14OUR SEGMENT 25% 33% 509'0 669'0 1590 100% FACTOR 4 3 2 1.5 1.3 1.0 AREA t0 BE EXHAUSTED EXHAUST RATES KITCHENS 100 cfin INTERMITTENT OR 25 cfm CONTINUOUS BATHROOMS -TOILET RMS LAUNDRY ROOMS INDOOR SWIMMING POOLS 4 SPAS MECHANICAL EXHAUST CAPACITY OF 50 cfln INTERMITTENT OR 20 cfm CONTINUOUS 2016 2015 WSEC: Y CODE C(:AIIPLIANCE AND CNDTIC446 3.5 ENERGY CREDITS REQUIRED PER TABLE 4062 ENERGY CREDIT OPTIONS: (ia, 3a, 5a, 5c = 3.5 CREDITS) la - EFFICIENT BUILDING ENVELOPE (0.5 CREDIT) PRESCRIPTIVE COMPLIANCE IS BASE ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: - VERTICAL FENESTRATION U■026 - FLOOR R-35 - SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB - BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB OR - COMPLIANCE BASED ON SECTION R402.1.4: REDUCE THE TOTAL U.4 BY 59'0. 3a - 1-11G1-1 EFFICIENCY HVAC EQUIPMENT (1.0 CREDIT) - GAS, PROPANE OR OIL -FIRED FURNACE WITH MINIMUM AFUE OF 94%, OR - GAS, PROPANE OR OIL -FIRED BOILER WITH MINIMUM AFUE OF 92% TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. 5a - EFFICIENT WATER HEATING (0.5 CREDIT) - ALL SHOWERHEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED AT 1.15 GPM OR LESS. - ALL OTHER LAVATORY FAUCETS SHALL RAE RATED AT 1.0 GPM OR LESS. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE MAXIMUM FLOW RATES FOR ALL SHOWERHEADS, KITCHEN SINK FAUCETS, AND OTHER LAVATORY FAUCETS. 5c - EFFICIENT WATER HEATING (1.5 CREDITS) WATER HEATING SYSTEM 51-1ALL INCLUDE ONE OF THE FOLLOWING: - G.46, PROPANE OR OIL WATER HEATER WITH MINIMUM EF OF 0.91 OR - SOLAR WATER HEATING SUPPLEMENTING A MINIMUM STANDARD WATER HEATER SOLAR WATER HEATING WILL PROVIDE .4 RATED MINIMUM SAVINGS OF 55 THERMS OR 2000 ldlkl BASED ON T1 -4E SOLAR RATING AND CERTIFICATION CORPORATION (SRCC) ANNUAL PERFORMANCE OF OG -300 CERTIFIED SOLAR WATER HEATING SYSTEMS OR - ELECTRIC HEAT PUMP WATER HEATER WITH MINIMUM EF OF 2.0 AND MEETING THE STANDARDS OF NEEA'S NORTHERN CLIMATE SPECIFICATIONS FOR HEAT PUMP WATER HEATERS TO QUALIFY TO CLAIM 71415 CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY AND, FOR SOLAR WATER HEATING SYSTEMS, THE CALCULATION OF THE MINIMUM ENERGY SAVINGS. blo3z? REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 4 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 012016 PERMIT CENTER . ♦ `1 r F� ,o� 0•004 12 RZ oto w W « En ' A�.�xM P• lq 044 NI 4144 !moi :e:: y 00 A =x V. r..a♦ 0 1 Contractor or builder musts 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 WEATHER RESISTANT BARRIERVER A4THIN6 f4OR SUBSTRATE FINISH SIDING 6SM TRIM PLASHING WITH 5" MIN. VERTICAL- LE6 HORIZONTAL WOOD TRIM HOR I Z. TRIM p4T SHO 4TH INIG/UJOO1 STUDS N.T. . 2x6 EXTERIOR WALL 1A6' PLY OR 058 SHEATHING, TYP. SIDING PER ELEVATIONS OVER VAPOR BARRIER, PRE -FINISHED CONTINUOUS SHEETMETAL FLASHING, TYP. COMP. ROOFING OVER VAPOR BARRIER ATOP 1/16' PLY OR 058 SHEATHING, TYP. TRUSS OR RAFTER PER PLAN ROOF TO LU LLI- P1- 4S INCA DET141 1. NT.S. MASONRY VENEER - GENERAL NOTES PER SEC. R103.8 ANCHORED STONE AND MASONRY VENEER SHALL BE INSTALLED IN ACCORDANCE WITH THIS CHAPTER, TABLE R1033(1) AND FIGURE R103.5 - MAXIMUM THICKNESS 4 INCHES 4 20 FEET HIGH - SDC D0 4 D1 MAXIMUM 4 INCHES THICK 4 MUST NAVE WALL BRACING - SDC D2 MAXIMUM 3 INCHES THICK 4 MUST HAVE WALL BRACING - MASONRY VENEER SHALL NOT SUPPORT ANY VERTICAL LOAD OTHER THAN THE DEAD LOAD OF THE VENEER ABOVE. - MINIMUM 3/4 GAP BETWEEN TOP OF VENEER 4 STRUCTURAL FRAME INCLUDING ROOF RAFTERS. - METAL TIES MAXIMUM 24 NCHES HORIZONTAL 4 VERTICAL SPACING. - TIES IN SDC D0, 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 8103.1. RIGHT ELEVATION I/4. s 1 '_0" ROOF DRIP EDGES PER SEC. 89052.8.5 PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MIN. 2' OVERLAP BAND ;,; A\ DECO BRACES 5/4x10 BARGE W/ X6 4 1X3 RAKE TRIM 5/4x8 BAND BD W/ PLASHING BOARD * BATT 5/4x6 WINDOW , DOOR 4 CORNER TRIM @ PROW 5/4x5 BAND BD. 5/4x4 DR. 4 WNDW. TRIM ATOP SLAB ® FRONT COVERED PORCH ONLY 4 REAR PORCHES W/ PLASHING REAR ELEVATION TYP PER SIDE IF SITE REQUIRES 5/4x8 BAND W/ PLASHING 12 CONT. &UTTER • 5/4x4 CORNER BD'S 6" EXP. HORlZ. SIDING STONE VENEER (ADHERED) 5/4x5 BAND BD. W/ PLASHING FRONT ELEVATION va•=r-o^ COPYRIGHT 2009 Landmark Design Inc. ALL RIGHTS weeR'EP 5/4x8 SAND BD. ATOP SLAB ® FRONT * REAR PORCHES W/ PLASHING GRADE TO SLOPE AWAY PROM POUNOATION A MIN. OP 6" WITHIN THE FIRST 10' LEFT ELEVATION va.•po. REVIEWED FOR CODE COMPLIANCE /APPROVED JAN 2 4 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 012016 PERMIT CENTER bI 03.29 HOUSE NUMBERS TO BE VISIBLE 4 LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET FRONTING THE HOUSE. ADDRESS NUMBER SHALL BE MIN. 4' HIGH 4 A MIN. STROKE WIDTH OF 1/2' PER SEC. 8319.1 0 Sa� w« 78 V4 344 w� utin 7.3 1g L o .. 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 -1506-2L Date: 9-14-16 1 12 12 6� �6 I II H1 y. II II L I Ell \ �r RIGHT ELEVATION I/4. s 1 '_0" ROOF DRIP EDGES PER SEC. 89052.8.5 PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MIN. 2' OVERLAP BAND ;,; A\ DECO BRACES 5/4x10 BARGE W/ X6 4 1X3 RAKE TRIM 5/4x8 BAND BD W/ PLASHING BOARD * BATT 5/4x6 WINDOW , DOOR 4 CORNER TRIM @ PROW 5/4x5 BAND BD. 5/4x4 DR. 4 WNDW. TRIM ATOP SLAB ® FRONT COVERED PORCH ONLY 4 REAR PORCHES W/ PLASHING REAR ELEVATION TYP PER SIDE IF SITE REQUIRES 5/4x8 BAND W/ PLASHING 12 CONT. &UTTER • 5/4x4 CORNER BD'S 6" EXP. HORlZ. SIDING STONE VENEER (ADHERED) 5/4x5 BAND BD. W/ PLASHING FRONT ELEVATION va•=r-o^ COPYRIGHT 2009 Landmark Design Inc. ALL RIGHTS weeR'EP 5/4x8 SAND BD. ATOP SLAB ® FRONT * REAR PORCHES W/ PLASHING GRADE TO SLOPE AWAY PROM POUNOATION A MIN. OP 6" WITHIN THE FIRST 10' LEFT ELEVATION va.•po. REVIEWED FOR CODE COMPLIANCE /APPROVED JAN 2 4 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 012016 PERMIT CENTER bI 03.29 HOUSE NUMBERS TO BE VISIBLE 4 LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET FRONTING THE HOUSE. ADDRESS NUMBER SHALL BE MIN. 4' HIGH 4 A MIN. STROKE WIDTH OF 1/2' PER SEC. 8319.1 0 Sa� w« 78 V4 344 w� utin 7.3 1g L o .. 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 -1506-2L Date: 9-14-16 1 1 40'-0' i 29'-0' 11'-0' 4x6 P.T. POST W/ PS SASE ON 24'x24'x12' CONCRETE FTG. in EGRESS , in i L COVERED O I , EL I`Il 9P'! I e \ MASTER !ORM IF/P11 kr Y 9' CLG. \\\,- \\\ 1 L i 6/0X8/0 =- -- tt1 Fn PLACE INSTALL IETAL PER MFR 2'-0' =' 4' CONC. SLAB I- OVER 4' COMPACT SAND AND GRAVEL BASE " 4 BARS 61 `Q - SPECS. PROVIDE 6' - SQ. IN. OUTSIDE AIR D.V." 5'-1' r 0 q8 '/�o GR AT r 5' -1' 1 5'-1' 5'- 9@ r VAUL ' 1- PINING ROOM 5'-1' 1'- ` 1 S.D. <t 9' CLG. f6'-8' 2'-1' 11' 4'-1' 3._6. L �[S'h wq 20�_ � u- 21_ b r II L_I I le' 0.C. I I I •O A All, LIN.; S.D.k in - �� WAL%L �_ `t1 STAR BA -- ' .' �4 8' HI OPNG. --t in 1 9 CLG. i \� 36) r 17,3 2X10 1.4F2 JST. 8 16' 0.0.I W/ R-36 HIGW !DENSITY INSULATION in I D/UJ �� itf 5'-2 ' (- 5'-2 ' v��������y.,..,��..vv,������vvv�,v_���EATING I'_ ? � \,z) i. X \ \'--.. - 0 F. -� COUNTER X - C� '-�- ®\\\ CV ® SINK , 5 �'_;;' CLOS. 1 -9' I 5'_2i' IEF. UTILI r,�' 5'-2 ' Q 5'-2' ' '$2 ice' 5'-2i' 1 cn I 9' CLG. I 9' CLG. II in 1 22'x3•�� �= I .‘C:7) f� KITGt�EN 100 CFM . L-- d - ; .. D � 9' CLCD. E.F. ������\ rt•.A VTOS �9 gift Gx b . Re0 • X10 \ _ilk - 124'X3' I- O PADS 51-10' (TYP) s 2X10 1-1F2 JST. 8 16' O.C. i4 W/ R-38 1-41 4- DENSITY Z ;��\-O \\\�\ 1' -in J - - �``i '? _ - U O 1 ,,,kif WOOD TEEL DOOR �:,- - - -� 570x4r6 XO L 5'-9' 5_3• �� �������� V VENICE , MPACT 20 MIN. _ _ ��.- TER W�Se j ouNTED RINNAI RL751 NAT. GAS RATED o f�Y' 111 CLG. ,�, \\ L 1 J I/�' I I �` ; ® in Nr L HOT WATER SYSTEM (ENERGY FACTOR■091) Sc)BED -1 2s. L \ G,�IRGE N 10' HI )341°N.ROOM II,/ 9' CLG. `n cA /j 0- pii.w_SPJCa \ \ i 5-4 '. n 2'- ' 2- r ` ' 'V 101-1' 0 ' LAYER 5/8'TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' TYPE 'X' \ I -' 4' ENTRY 1 6 ML 51-6i' Vt 11 -IR _AP QU: SP EN • ICES T vAPOR CRAWLSj'ACS 12'. BARRIER (BLACK: ® 110Y I NO DUCT OPENINGS L - PAIR Qo J / k\ \ / . SG S.D. DUCTS THROUGH CLG OR \ - - - \ \ \\\\\"\\„\.\\\\."\-\\\,\": ...\.�,y„ 1 = NI OPNG. WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. 4 . in - /01-X ` BATH �� I .e 9' CLG. • ♦♦ 1 g, - 5, " BLOCKOUT FOR RN. 0 o m '� li �1\ 1 4X10. 1' GOYS ��� 1'7 PO- • � --1 0 S2.0 6 1 ® 110V \ I .1 III ' RAWL MIN. U 18'X24' ACChSS %10 .H. DOOR in 4. 1 1 in 82.0 SD. BLUE 18 AWG TRACER ill tan -REQUIRED AT NON- METAL WATER SERVICE I 1 I $ i7ROOM - PIPING PER UPC 604.9 9' CLG. ' 4' CONC. SLAB OVER 4' COMPACT X t 1 N CI1'-9 Mn M m (1 '^'-8' 5'-8' • in 0 I1 SAND AND GRAVEL BASE SLOPE 3' TO DOORS 5 M 1 N M 'llk 1 EGRESS 4X10 DF2 d `� _ L Yr sr+c4. '�i9, yl �'_8� 1 1 Li), /,11 - X. \\ .\_ % i QBAR SOC.. _ I \ A� 4,6 ,ci 1,Pilk� d - CONT. FTG. km. 17 ♦ ♦ NIP \l'i mIU .%- 4111, 36} i� �� N i- � ,� -' = 4 6111 m 0 3Z N a - d Vic. a ' 4' CONC. SLAB -� OVER 4' COMPACT �"��`\ 7 �� a 6� � 32.0 •'t- SAND AND GRAVEL 13,..--,( 1SBi8 x 8 SHEAR BRAG -.� ".E WEYERHAEUSER PRODUC '� GUIDE FOR INSTALLATION. :� (TYP. OF 2) �� 4 Ij • 477....--.4cTE .. 'i' P`��kv PB B /" 24'x24' FTG. \ - �- 16'-3' 19'-6' 5'-8' i 40'-0' FOUNDATION NOTES: 1. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO 8E 4x10 DPL "2 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA. x 8' CONC. PADS UNLESS NOTED OTHERWISE. 4. ALL POSTS t0 BE ANCHORED AGAINST LATERAL MOVEMENT. 5. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. 6. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. OUNt'AiION PLAN 1. PROVIDE MINIMUM 18'-24' CRAWL ACCESS. *CRAWL ACCESS HATCHES OR DOORS SHALL 8E 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 8E SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER 10.PREVENT WOOD TO CONC. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. 11. INDICATES 'SIMPSON' HOLDDOUJN. 12. / SEE 814EARWALL SCHEDULE FOR ANCHOR BOLT SIZE 4 SPACING (814T 61.0). i GENERAL NOTES: 1. ALL UJORK TO SE IN CONFORMANCE WITH 2015 IRC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER WALLS TO BE WATERPROOF TO MINIMUM 12' ABOVE DRAIN. 6. SHOWERHEADS 4 KITCHEN FAUCET TO BE LIMITED TO MAXIMUM 1.15 G.PM. FLOW. ALL OTHER LAVATORY FAUCETS TO BE LIMITED TO MAXIMUM 1.0 G.PM FLOW. 1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF FLOOR TO BE SAFETY GLASS 9. SMOKE ALARMS - TO BE INSTALLED PER SEC R3I43 IN THE FOLLOWING LOCATIONS: IN EACH SLEEPING ROOMS, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS, AND ALARMS TO SE INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY FROM A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER ALARMS TO 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 COMBO. 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. R3I5 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED ON EACH FLOOR 4 OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2015 IRC 4 WA STATE AMENDMENTS SEC 8315. 11. INSULATE ALL WATER PIPES PER UPC SEC 312.6 MINIMUM R-4 INSULATION 12. ALL PUCtS 4 EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO ,4 MINIMUM OF R-8 PER WSEC R4033.I. DUCTS WITHIN A CONCRETE SLAB OR IN THE GROUND SHALL 8E INSULATED TO R-10 WITH INSULATION DESIGNED TO EE USED BELOW GRADE. 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. PER 830332. 14. GAS PIPING IS TO BE PROTECTED PER G2415.1. WHERE PIPING IS INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING IS LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMING MEMBER FACE TO WHICH WALL, CE9, OR FLOOR MEMBRANES WILL BE ATTACHEI'Ij PIPE SHALL BE PROTECTED BY SHIELD PLA THAT COVER THE WIDTH OF TH FRAMING MEMBER AND T THAN 4 INCHES TO EACH SI MEMBER WHERE THE FRAM( PIPING Pfi4.8.E5 THROUGH IS BOTT Cly, TOP PLATE . IEL • -LATES SHALL COVER MSS AND EXTEND NOT LESSV N ACHES i THE BOTTOM FRAMING M R A.ND NOT HAN 4 INCHES BELOW T OP FRAIING 61 iQ u� 8'w/ WAY S8 HATCHES OR DOORS TRIPPED AND INSULATED TO EQU ALENT TO THE INSULATION ON THE ING SURFACES E HOUSE VENTILATION 24 HR TIMER, READILY ACCESSIBLE 4 WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) 11. DRYER DUCT SPECIFIED LENGTH PER SEC M1502.45.1, THE MAXIMUM LENGTH 01= T4 -IE EXHAUST DUCT SHALL BE 35 FEET(10.668mm) FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH THE TABLE M1502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 18. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SHALL BE INSULATED 8Y COMPLETELY FILLING TI -4E CAVITY WITH A MATERIAL HAVING 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'P 1506/150 = 10.04 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION 15 VENTS 1REQ'I) 40'-0' i i r 29'-0' 11'-0' i 13'-9' 6'-11' 6/0><5/0 XO 1 s 15'-3' 1'-5' 1'-10' 8/0X6/0 XOX i r i 5'-11' i f1 X6 61 yr 1/4 EGRESS , in 1 `' COVERED O I , EL I`Il 9P'! I e \ MASTER !ORM IF/P11 kr Y 9' CLG. \\\,- \\\ 6/0X8/0 SCID tt1 Fn PLACE INSTALL IETAL PER MFR 2'-0' SPECS. PROVIDE 6' - SQ. IN. OUTSIDE AIR D.V." r 0 q8 '/�o GR AT INT. VAULT LN. ROOM I10V 1 5 u� 1 � 9@ r VAUL ED 0 1- PINING ROOM 1 Ara ` 1 S.D. <t 9' CLG. f6'-8' 2'-1' 11' 4'-1' 3._6. L �[S'h wq 20�_ � u- 21_ b II •O A LIN.; S.D.k in �� WAL%L `t1 STAR BA ' ' .' �4 8' HI OPNG. in 9 CLG. , _ �• r•' • ' \� - in I D/UJ �� itf ♦ i (- v��������y.,..,��..vv,������vvv�,v_���EATING � \,z) i. X \ \'--.. - F. -� COUNTER X - '-�- ®\\\ CV ® SINK �'_;;' CLOS. - -� A / I IEF. UTILI Q 1 cn I 9' CLG. I 9' CLG. in 1 22'x3•�� �= I .‘C:7) KITGt�EN 100 CFM . L-- d - ; .. D � 9' CLCD. E.F. ������\ VTOS �9 8' HI Gx b . Re0 1 \ O ;��\-O \\\�\ ANKLE l�,k MIN. SOLID CORE �,, - U O 1 ,,,kif WOOD TEEL DOOR �:,- - - -� 570x4r6 XO L 5'-9' 5_3• �� �������� V VENICE , MPACT 20 MIN. _ _ ��.- TER W�Se j ouNTED RINNAI RL751 NAT. GAS RATED o f�Y' 111 CLG. ,�, \\ L 1 J I/�' I I �` ; ® in Nr HOT WATER SYSTEM (ENERGY FACTOR■091) Sc)BED -1 2s. \ G,�IRGE N 10' HI )341°N.ROOM 9' CLG. `n cA /j USE 1/2' TYPE 'X' GWB ON ALL WARM AND STRUCTURAL WALLS. (1) \ \ i 5-4 '. 2'- ' 2- r ` ' 'V 101-1' 0 ' LAYER 5/8'TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' TYPE 'X' \ I -' 4' ENTRY 1 -.C91 GWB 1 �f' C G.C:M. ® 110Y I NO DUCT OPENINGS L - PAIR Qo J / k\ \ IN GARAGE. . SG S.D. DUCTS THROUGH CLG OR \ - - - \ \ \\\\\"\\„\.\\\\."\-\\\,\": ...\.�,y„ 1 = NI OPNG. WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. 4 . in - /01-X ` BATH �� 9' CLG. i - I. \X 0 o m 1' GOYS ��� 1'7 PO- • � 0 1 ® 110V \ .H. DOOR 16'-3' R.O. 1 1 in SD. BLUE 18 AWG TRACER tan -REQUIRED AT NON- METAL WATER SERVICE I 1 I $ i7ROOM - PIPING PER UPC 604.9 9' CLG. ' A 0 I1 5 r 1 EGRESS 9' -9' i 9'-9' 19'-6' 5'-8' i 40-0' 2'-10' 6/0X6/0 XO 41-1' i'-5' 12'-0' 14'-10' MAIN FLOOR PLAN 1506 SQ. T. MAIN FLOOR: 384 S. FT. GARAGE: 11J1 -TOLE HOUSE VENTILATION: INTEGRATED: INTEGRATED WITH FURNACE SEE SHEET N-2 FOR REQUIREMENTS. •REFER TO SHEET N-2 TABLE 1501.3.3(1) 4 1501.33(2) FOR FAN SIZING AND RUN TIMES FURNACE TO HAVE A DUCT FOR OUTSIDE AIR, MOTORIZED PAMPER IUITH TIMER AND CONTROLS ARE TO BE ADDED FOR THE REQUIRED FRESH AIR EXCHANGE. UTILITY ROOM NOTES/MAKE UP AIR: PER IRC G2439 1. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE EXHAUST DUCT 814ALL BE 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 CPM SHALL BE PROVIDED WITH MAKE UP AIR WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR. MEANS. Is 100 SQ INCH TRANSFER GRILL COPYRIGHT 2009 Landmark Design Inc. ALL RIGHTS RESERVED LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN 1.5 INCHES FROM TOP OF THRESHOLD. (R311.3.1) REVIEWED FOR COnAE � ROVED N� JAN 2 4 2017 City of Tukwila BUILDING DIVISION 3201 Y OF TUKW CITILA DEC 01 2016 PERMIT CENTER z • .44 z 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: L1 -1506-2L Date: 9-14-16 2 LSTA30 - HDR 4 SILL TO 3x BLOCKING. (TYP. 2 PLACES) 4/52.0 LSTA1S- BEAM TO TOP PLATE 40 MIMI el 01.11111.11111. IMMO OP 011111.11110 A --W/7/ TRUSS BEARING WALL / i i 1- - TRUSS BEARING WALL 4) 2x6 GIRDER TRUSS MANF. TRUSSES • 24' O.C. 18818 x S SHEAR BRACE. SEE WEYERHAEUSER PRODUCT GUIDE FOR INSTALLATION. (TYP. OF 2) MANP. TRUSSES •241O.C. ROOF FRAMING PLAN 1/4"=I'-0" ROOF VENTILATION CALCULATIONS 4 REQUIREMENTS AT LEAST 40%4 NOT MORE THAN 50% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW T1 -4E RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. VENTILATION REQUIRED PER SEC. 8806.1 - ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES 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 WAVING A LEAST DIMENSION OF 1/16' MINIMUM AND 1/4' MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS 51-1ALL CONFORM TO THE REQUIREMENTS OF SECTION 8802.1. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR. MINIMUM VENT AREA PER SEC. 88062 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OP THE AREA OF THE VENTED SPACE. VENT AND INSULATION CLEARANCE PER SEC. R806.3 - WI -ERE 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 THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. SEE SHEET N2 FOR ROOF VENTILATION CALCULATIONS AND LOCATIONS REVIEWED FOR CODE COMPLIANCE APPROVED JAN .2 4 2011 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, 14IP5 AND VALLEYS). ROOF FRAMING NOTES: 1. ALL HEADERS TO BE 4x8 DF *2, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED W/R-10 RIGID INSULATION. 2. ALL OTHER TRUSSES: • SHALL CARRY MANUFACTURERS STAMP. • SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON SITE FOR FRAME INSPECTION. • SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS. 3. NO TRUSS SHALL 8E 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. 8801.1. •ACCESS WATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 5. PROVIDE ATTIC VENTILATION PER IRC SEC. R806. ALL FRAMING TO COMPLY WITH IRC SEC RS02. 6. REFER TO SHEAR WALL SCHEDULE. CITY OF TUKWILA ((oO32 i DEC 01 2016 PERMIT CENTER NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. z lei w -44 z • 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L1 -1506-2L Date: 9-14-16 3 •• •1 1 J • • • • 1 1 110V O S.D. 1 1 1 • • / T O 1 / 1 /--- ------- _ / - 1` !/ ..---__-- 100 CFM ��� VTOe \O �(\ Itili 1 fO 1 i \ 1 \Q -----, h 1111 ��.A�\i��ndl�Rll " �"�°v�� ELEGTRIGAL LAN ELECTRICAL KEY OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (YTO&) 4 LIGHT COMBO SMOKE ALARM - CARBON MONO. DET. 110 v W/ BATTERY BACKUP CABLE T.Y. JACK PHONE UNDER COUNTER LIGHTS GAS OUTLET H0SE BIBS EXT. FAN VTOS REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 4 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 01 2016 PERMIT CENTER z • A z a 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: L1 -1506-2L Date: 9-14-1�0 4 W/ IN 36" • AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) SOLID TIC( -IT FITTING TRUSS BLOCKING 2x8 FASCIA BOARD 1/16" LP FLAMEBLOCK FIRE - RATED 055 SHEAT( -ZING WATER BARRIER 2x6 STUDS 6 16 " O.C. W/ R-21 FIBERGLASS INS. EXTERIOR EXTERIOR FACING 16" 5/8" TYPE "X" GLIJ5 APPLIED VERTICALLY AND NAILED TO STUDS W/ MIN. 1 1/8" DRYWALL NAILS OR CODE COMPLIANT SCREWS. SPACED 8' O.C. WALLBOARD JOINTS MUST BE COVERED UJ/ TAE AND JOINT COMPOUND, AND FASTENER HEADS COVERED W/ JOINT COMPOUND. 512' THICK, NOMINAL 2.5 PCF DENSITY UNFACED MINERAL FIBER BATT INSULATION, FRICTION FIT BETWEEN WOOD STUDS INTERIOR • AWE ' 1=N 2x6 STUDS 6 16' O.C. ea r i . w.rr rw.rrcu nxZWR.R.V.M. rt i e e..NAGYMM.W212ralic.N.e..� rW.l.r rex .20.22 v z xzza.7 5/8" TYPE "X" GWB APPLIED VERTICALLY AND NAILED TO STUDS W/ MIN. 1 1/8' DRYWALL NAILS OR CODE COMPLIANT SCREWS. SPACED 8" O.C. WALLBOARD JOINTS MUST BE COVERED W/ TAPE AND JOINT COMPOUND, AND FASTENER 1-1EADS COVERED W/ JOINT COMPOUND. DESIGN: INTERTEK LPB/WA 60-01 MIN. 1/16' CATAGORY LP FLAMEBLOCK W/ PYROTITE SURFACE FACING OUT EXTERIOR? FACING 1. FIBER CEMENT BOARD 2. T-1-11 SIDING 3. WOOD STRAND OR FIBER PANEL 4. CEMENT I T I OUS STUCCO 5. DIAMOND WALL INSULATING STUCCO 6. STEEL SIDING NO SCALE MIN. 6,X6 PT POST 1/16' LP FLAMEBLOCK FIRE - RATED 085R RSHEATHING O E'Ya' TYPE 'X' GYP SH1'G SIDING OR TRIM PER PLAN POST DETL�IS tNRANt5i�UCTURES FROM PROPERTY LINE NO SCALE W/ IN 36" AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING )(<---- FASCIA BOARD 2x STUDS PER PLAN 1/16" SHEATHING SIDING PER PLAN NO SCALE EAVES 4 WALL WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 TABLE R302.1 EAVES WITHIN 5'-0" OF PROPERTY LINE PER IRC 302 4 TABLE 1302.1 HFO gR ATTIC VENTILATION AT LEAST 40% 4 NOT MORE THAN 505 OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. RESIS COMPOSITION ROOF W/ 30+' INTERWOVEN FELT ON 1/2' 24/0 PLYWOOD SHEATHING ALL ROOF FLASHING TO BE MIN. 26 GA GALV. STEEL. ROOF DRIP EDGES PER SEC. RS052.8.5 PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MIN. 2' OVERLAP. FIRE BLOCKING AND DRAFTSTOPPING: PER SECTION 8302.11 f 8302.12 1. IN CONCEALED SPACES CV 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 INTERCONNCEGTIONS 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. 12 LIE • 12 2x SCREENED EAVE VENT BLOCKS W/(4) 218' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE 1' MIN. AIR SPACE. R-49 INSULATION 0 ATTIC 0 0 TVP. NT. WALL (2)2x4 TOP tE 2x4 STUD 0 16' O.C. 1/2' GWB EA. SIDE 2x4 80T. E J ( FLOOR JOIST PER PLAN FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR. GLUED 4 NAILED TO tr- (SEE FRAMING PLAN FOR SIZE AND SPACING) 8888888888888t 8888888888 FINISHED GRADE FLOOR JOIST PER PLAN R-38 HIGH DENSITY INSULATION 0 FLOOR 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 m 16' O.C. 2x6 BOTTOM PLATE 1/2' SHT'G (APA RATED 24/0) AIR BARRIER EXTERIOR SIDING PER ELEV. R-21 INSULATION UJ/ CONT. VAPOR BARRIER (WARM SIDE) 1/2' GYP. BD TIGWTLINE FOUNDATION DRAIN: 4' DIA. PERF. PIPE PEA GRAVEL FILL WRAP W/ FILTER FABRIC SUIL.DING SECTION -A FINISHED GRADE b up, REVIEWED FOR CODE COMPLIANCE PPROVED JAN 2 4 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 01 2016 PERMIT CENTER 3 z 9 z W z (^ll 8 col 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 -1506-2L Date: 9-14-16 5 I. :.1 fit. / . •.1 *. >•t ••\ MIN. 6,X6 PT POST 1/16' LP FLAMEBLOCK FIRE - RATED 085R RSHEATHING O E'Ya' TYPE 'X' GYP SH1'G SIDING OR TRIM PER PLAN POST DETL�IS tNRANt5i�UCTURES FROM PROPERTY LINE NO SCALE W/ IN 36" AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING )(<---- FASCIA BOARD 2x STUDS PER PLAN 1/16" SHEATHING SIDING PER PLAN NO SCALE EAVES 4 WALL WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 TABLE R302.1 EAVES WITHIN 5'-0" OF PROPERTY LINE PER IRC 302 4 TABLE 1302.1 HFO gR ATTIC VENTILATION AT LEAST 40% 4 NOT MORE THAN 505 OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. RESIS COMPOSITION ROOF W/ 30+' INTERWOVEN FELT ON 1/2' 24/0 PLYWOOD SHEATHING ALL ROOF FLASHING TO BE MIN. 26 GA GALV. STEEL. ROOF DRIP EDGES PER SEC. RS052.8.5 PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MIN. 2' OVERLAP. FIRE BLOCKING AND DRAFTSTOPPING: PER SECTION 8302.11 f 8302.12 1. IN CONCEALED SPACES CV 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 INTERCONNCEGTIONS 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. 12 LIE • 12 2x SCREENED EAVE VENT BLOCKS W/(4) 218' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE 1' MIN. AIR SPACE. R-49 INSULATION 0 ATTIC 0 0 TVP. NT. WALL (2)2x4 TOP tE 2x4 STUD 0 16' O.C. 1/2' GWB EA. SIDE 2x4 80T. E J ( FLOOR JOIST PER PLAN FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR. GLUED 4 NAILED TO tr- (SEE FRAMING PLAN FOR SIZE AND SPACING) 8888888888888t 8888888888 FINISHED GRADE FLOOR JOIST PER PLAN R-38 HIGH DENSITY INSULATION 0 FLOOR 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 m 16' O.C. 2x6 BOTTOM PLATE 1/2' SHT'G (APA RATED 24/0) AIR BARRIER EXTERIOR SIDING PER ELEV. R-21 INSULATION UJ/ CONT. VAPOR BARRIER (WARM SIDE) 1/2' GYP. BD TIGWTLINE FOUNDATION DRAIN: 4' DIA. PERF. PIPE PEA GRAVEL FILL WRAP W/ FILTER FABRIC SUIL.DING SECTION -A FINISHED GRADE b up, REVIEWED FOR CODE COMPLIANCE PPROVED JAN 2 4 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 01 2016 PERMIT CENTER 3 z 9 z W z (^ll 8 col 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 -1506-2L Date: 9-14-16 5 ENEAL STRUCTU,4L NOTES ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, WIT( -I WASHINGTON STATE AMENDMENTS. DESIGN LOADS: ROOF LIVE LOAD 25 PSF (SNOW) DEAD LOAD 15 P5F FLOOR LIVE LOAD 40 P5F (RESIDENTIAL) DEAD LOAD 10 P5F WIND BASIC WIND SPEED 110 MPH (3 SECOND GUST, ULTIMATE LOAD) RISK CATAGORY 11, EXPOSURE B, K�, : 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D 56 = 15 - IBC FIGURE 16133(1) Sri = 10, Ie = 1.0, R=6.5 Cs:0.154 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SURFACES SHALL BE INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. FOUNDATIONS: PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1,200 P5F BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 1'-6" BELOW OUTSIDE FINISHED GRADE. BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. CONCRETE: THE SELECTION OF MATERIAL5 FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF 114E INTERNATIONAL BUILDING CODE, 2015 EDITION. MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER USE MINIMUM F'c : 3,000 PSI WITH 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 52 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 41/2% t1.5% BY VOLUME. MAXIMUM SIZE OF AGGREGATE 18 11/2". ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON J05 SITE FOR BUILDING INSPECTOR VERIFICATION. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 60 (Fy = 60,000 PSI) DEFORMED BARS IN ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1'-6" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT 514ALL 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 112" 11/2" 05 AND SMALLER) 2" (% AND LARGER) 3" TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DP2 OR BETTER POSTS DK OR BETTER 2x FRAMING I - P2 OR BETTER ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. RE -TREAT ALL CUT ENDS, NOTCHES, AND DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM 6" CLEAR BETWEEN WOOD AND EXPOSED EARTH. MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND NON -TREATED WOOD AT EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD 51-1ALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC 230410.5. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 230410.111X°. MACHINE BOLTS TO BE A-301. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICC APPROVED EQUAL. ALL HANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED. GLUED LAMINATED WOOD MEMBERS: GLUED LAMINATED WOOD BEAMS (GLB) TO BE IN ACCORDANCE WITH ANSI/RITC STANDARD AI90.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER USE STRESS GRADE COMBINATION 24F -V4 (Fb = 2,400 PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS UN.O. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER AITC STAMP AND CERTIFICATION REQUIRED. PREFABRICATED JOISTS: JOISTS 5HALL BE A5 NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH NE PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL HAS BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER LAMINATED VENEER LUMBER (LVL): LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST WEYERHAEUSER (MICROLAM - Fb = 2,600 P51, E 1,900,000 P5I). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481 OR CCM REPORT NO. 08615-R. BEARING LENGTH SHALL NOT BE LESS THAN 11/2". DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER. HEEL CUTS SHALL NOT OVER -(ANG INSIDE FACE OF SUPPORTING MEMBER BEARING UJALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 4x8 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5'-0" WIDE. ALL COLUMNS NOT CALLED OUT ON NE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d 0 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAIL WITH 16d 6 8" O.C. SHEAR WALLS: ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND NOTED IN THE SHEAR WALL SCHEDULE. USE APA RATED SHEATHING (24/16) WITH A MINIMUM PANEL EDGE NAILING OF Sd a 6" OC. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED BOX NAILS. FASTENERS IN PRESERVATIVE -TREATED UJOOD SHALL BE OF 140T -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 e 12" OC. 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 U,N.O. FLOOR AND ROOF FRAMING: DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SHAKES. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF NE LENGTH AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS UNA. PROVIDE SOLID BLOCKING AT RIM JOISTS BELOW CONCENTRATED LOADS FROM ABOVE. APPLY 34" RATED 51-IEATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND Sd COMMON OR GALVANIZED 50X NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY 1/2" RATED SHEATHING (24/16) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT 6" OC. AT SUPPORTED EDGES AND 8d COMMON OR GALVANIZED BOX NAILS AT 12" OC. AT INTERIOR SUPPORTS. LAY 514EATHING 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 TINE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS. EACH TRUSS SHALL BE PLANT FABRICATED AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICC APPROVED AND LOADS SHALL BE IN ACCORDANCE WITH THE RECOMMENDED ALLOWABLE LOADS. MANUFACTURER SHALL PROVIDE ALL TRUSS -TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION AND VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH NE CONSTRUCTION DRAWINGS AND INDIVIDUAL TRUSS DRAWINGS. GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS NAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT 514OWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER. SH -AR WALL SCN=DUL_ MARK MINIMUM SI -EA -MING (1) SHEATHING NAILING (1) ANCHOR BOLT5 (3) REMARKS (4, 5) A> IV " CDX OR 055 Sd 0 6" O.C. 5i8" e 60" O.C. Qa l I = 230 PLF NOTES 1) ALL WALLS DESIGNATED" D" ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE 51-EATHED WITH RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. NAILING AT T1-11 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT INTERMEDIATE FRAMING TO BE AT 12" O.C. NAILING NOT CALLED OUT SHALL BE PER IBC 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) HOEDOWNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR ICC APPROVED EQUAL TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM. 3) USE MINIMUM OF TUJD (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 1" INTO CONCRETE. WASHERS TO BE 3" x 3" x 14" PER IBC SECTION 2308.32 AND OF 140T -DIPPED ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM 4153. 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" O.C. STAGGERED. LSTA30 - HDR 4 SILL TO 3x BLOCKING: (TYP. 2 PLACES) 4x10 \A7 4x(0 A = 384 SQ FT DSG2 - GIRDER TO TOP ELATE 3 x 135 GLS LSTAIS - BEAM TO TOP FLA1E x 10.5 GLB_� MAIN FLOOR A : 1,506 SQ FT 4x10 SW31318 x 8 STRONGUL4LL SB. SEE SIMPSON PRODUCT GUISE FOR PORtAL INSTALLATION. (TYP. OF 2) i STEM WALL 2'-0' 811 4 CONTINUOUS FTG. REINFORCEMENT f- 11-0" MINIMUM •d 2 ' 4 MAX I STEPPED FOOTING DETAIL SCALE: )4• • 11-01 MSTC40 HOLDOUN. ALIGN WITH EMBEDDED STHD TYPE HOEDOWN BELOW. SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING SHEATHING 4 NAILING PER PLAN. MATCH WALL ABOVE UNA. 6'-0' MAX. 16d • 16' O.C. SOLE PLATE NAILING. 34" SUBFLOOR (3) Sd JOIST -TO -TOP PLATE UNA. MAINTAIN MN. IIS' END DISTANCE. 2 x 6 STUD 0 16" 0.C. USE DBL STUD ENDS OF SHEAR WALLS 4 HOLDOWN88. FINISH GRADE 101-0' 2x NAILER AND PT SILL w/ 0i314.11Ak. ANCHOR BOLT 4 3' x 3' x '4" WASHER AT 5'-0" O,C. UN.O. (ALT. MASA • 48' 0.C.) STHD TYPE HOLDOLIN PER PLAN. 04 BAR • 10' 0.C. - 140RIZ 2'-0' 04 LBAR ®16' 0.C. - VERT. MAXIMUM FNISH GRADE MN sr A • �u 04 BAR CONTINUOUS M 8' (TYP OF 2) i' 1-4' CRIPPLE WALL WITIH BACKFILL FOUNDATION b16• 63z61 REVIEWED FOR �iLiODE COM( LIAN6g APPROVED IJAN 2 4 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 01 2016 PERMIT CENTER COPYRIGHT 2016, SECxA ENGINEERS X1 II II 11 II Q <lc _it n z 0 0 0 m 0 a• 292nd Place (360) 886-1017 cD 1�1 fr— z Z 1u 51 JOS 09-019 tosi 1/2" RATED SHEATHING ad 6"0C. (4" 0.C. 9 SIM.)—\ viz" RATED SHEATHING ad 6 6" O.C. HI FRAMING ANCHOR EACH TRUSS. USE 1410,4-2 AT DBL TRUSS. GABLE END TRUSS. 2x VENTED BLOCKING. ENDNAIL TO TRUSS �► EACH END w/ (2) 8d. 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/ 16d a 6" 0.C. STAGGERED 2x FRAMING PER PLAN. (BEAM AT SIM) TYPICAL ROOF FRAMING CONNECTION 82.0/ SCALE: I" ■ 1'-0" DBL 2x TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ 16d 6 6" O.C. STAGGERED. SHEATHING 4 NAILING PER PLAN OR 51-IEAR WALL SCHEDULE. rrjt 1 A35 a 48" 0.C. (USE 24" 0.C. AT SIM.) 2x BRACE PER TRUSS SUPPLIER OR 0 48" 0.C. SECURE w/ 434 EACH END. ihogriti ►�Eil 2x FRAMING PER PLAN. (HEADER 6 SIM) ROOF FRAMING 6 GABLE END 514EATHING 4 NAILING PER PLAN OR SCHEDULE 2x STUD PER PLAN. USE DBL OR 3x 5111D e HOEDOWN. 2x PT SILL w/ ANCHOR 130LT 4 3" x 3" x I/" G4LV WASHER. SEE SCHEDULE FOR SIZE AND SPACING. USE Sia" 4 9 60" 0.C. IMO. 6" MIN. 12" MAX. #4 BAR - HORIZONTAL 1'-6" MIN. 16" 5TH1) HOLDOWN PER PLAN SLAB ON GRADE PER PLAN OVER 6 MIL VAPOR BARRIER ON COMPACT BASE. 04LBAR * 24" 0C. - VERTICAL NOTE: SEE SIMPSON PRODUCT GUIDE FOR CURB HEIGHT, ANCHOR LOCATION 4 SWSB PANEL INSTALLATION. FINISH GRADE PORTED COUPLER COMPATIBLE w/ A193 51 ROD AS REQ'D. SWSB SHEAR BRACE PER PLAN HEX NUT BELOW ANCHOR BOLT SPACER (TYP) 3 c TIE VERIFY CURB HEIGHT Va"� THREADED ROD ANCHOR, GRADE ,4449 OR A193 51 1 6" MIN. .4L5AR 6 24" 0C. - VERTICAL CONTINUOUS FTG BEYOND. R OVER DBL ER ASSEMBLIES FOUNDATION AT SUJSB SHEAR PANEL SCALE: NONE (8" 6 SIM.) 1'-0" / *4 BAR CONT. FOUNDATION AT SLAB ON GRADE SCALE: 1" ■ 1'-0" 1/2" RATED SHEATHING w/ 8d e 4" 0C. TO FRAMING NOTE: TRUSS TO DEVELOP CAPACITY OF CONNECTOR DBL 2x TOP PLATE. (BEAM AT SIM) 2x STUD (NOT SIM) CONNECTOR STRAP PER PLAN. NOTE: INSTALL CONNECTOR PRIOR TO PLACING COMMON TRUSSES DRAG STRUT CONNECTION SCALE: I" = 1'-0" SHEATHING 4 NAILING_ PER PLAN OR SCHEDULE 16d 6 16" 0.C. SOLE PLATE NAIING 2x STUD PER PLAN. USE MINIMUM w^ D8L STUD 9 ENDS OF SHEAR WALLS AND HOLDOWNS. SEE SHEAR / WALL SCHEDULE FOR 3x STUDS. /� 34" SUBFLOOR ,,, , ,,, ,,, \ JOIST PER PLAN 4b4 BAR - HORIZONTAL 6" MIN. (NOT 6 5.0.G.) FINISH GRADE 12" MAX (SA:G. SIM.) a4 L BAR 6 24" 0.C. 1'-6" MIN. - VERTICAL 4'-0" MAX. II 2x PT SILL ANCHOR 130LT w/ 3"x3"x'4" GALV. -WASHER. SEE SCHEDULE FOR SIZE 4 SPACING. USE 54,4 6 60" 0.C. MIN. SNP I-IOLDOWN PER PLAN. 04 BAR CONT. FOUNDATION AT CRAWL SPACE SCALE: I" = 1'-0" DBL 2x TOP PLATE HDR PER PLAN. TRIMMER STUDS) KING STUD LSTA STRAP PER PLAN. CENTER ON TRIMMER OR KING STUD. (TYP) 2x SILL PLATE • 1/2" RATED SHEATHING 4 NAILING PER SCHEDULE. 3x BLOCKING (TYP) SMEAR WALL FORCE TRANSFER DETAIL SCALE: I" ■ 1'-0" LSTA24 STRAP (FAR SIDE) 2x TOP PLATE HDR PER PLAN. EXTEND OVER PANEL TO KING STUD. 10'-0" MAXIMUM yi 16" MINIMUM -7/ NAIL SHEATHING TO HDR 7- w/ ad 6 3" 0C. EACH WAY. FASTEN TOP PLATE TO HEADER TOP OF STEM WALL ELEV. VARIES STHP14 HOLDOWN UNO. + + t w/ (2) ROW516d AT 3" 0.C. t (2) 2x STUDS (TYP.) r� • 4x BLOCKING g MIDDLE t . 24" IF REQUIRED. . . . ;; 1/2" RATED SHEATHING (24/0 EXP 1). +NAIL w/ (2) ROWS 8d 6 3" 0.C. AT 7.- T PANEL EDGES. + r • • t (2) 2x PLATE. (NAIL 51-1T'G TO EA PLATE) 2x PT SILL (2) 5/8" 4 ANCHOR BOLT w/ MIN. 1" EMBEDMENT 4 3" x 3" x 1/4" GALVANIZED 1E WASHER FOUNDATION PER PLAN. MIN. 8" THICK STEM WALL w/ 04 BAR HORIZ. TOP 4 BOTTOM. PORTAL FRAME PANEL SCALE: NONE REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 4 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 012016 PERMIT CENTER bVoO3 COPYRIGHT 2016, SEGA ENGINEERS rn a) .q o �o 0 b coco w a a CDo b U a CO 1-0 g 6 41 74 ■ r.{ 41 v coo tZ0ao aa-... g CI01v CI) a b CN2 m W 03 0 c/CiD c/ SfiucTuAI_ 520 JOB 09-f019 J