Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D16-0328 - MACADAM - LOT 3 - NEW SINGLE FAMILY RESIDENCE
MACADAM -LOT 3 13824 MACADAM RD S D16-0328 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 13824 MACADAM RD S Project Name: MACADAM - LOT 3 COMBOSFR PERMIT Permit Number: Issue Date: Permit Expires On: D16-0328 3/27/2017 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 1509 SQ FT SINGLE FAMILY RESIDENCE WITH A 386 SQ FT ATTACHED GARAGE AND A 265 SQ FT COVERED DECK. Project Valuation: $214,543.53 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: V -B Electrical Service Provided by: TUKWILA Fees Collected: $8,498.16 Occupancy per IBC: R-3 Water District: 125 Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: 1 Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 10 Fill: 10 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: 1 Street Use: 1 Water Main Extension: Water Meter: No Permit Center Authorized Signature: Date: /i I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature. Print Name: u$LL._ JoC2.14n1c This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 2: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 4: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 5: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. (City Ordinance #2435) 6: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 3: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 7: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 8: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 9: ***BUILDING PERMIT CONDITIONS*** 10: 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. 11: 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. 12: 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. 13: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 14: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 15: All wood to remain in placed concrete shall be treated wood. 16: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 17: 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). 18: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 19: 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. 20: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 21: ***PUBLIC WORKS PERMIT CONDITIONS*** 22: 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. 23: 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. 24: 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. 25: 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. 26: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 27: 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. 28: 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. 29: 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. 30: Any material spilled onto any street shall be cleaned up immediately. 31: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 32: 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. 33: 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. 34: 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. 35: 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. 36: 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. 37: Applicant shall obtain sanitary side sewer permit from Valley View District (206-242-3236). 38: 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'. 39: 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. 40: 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. 41: 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. 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. 42: (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 5160 PUBLIC WORKS PRE -CON 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 TUKWk- 1 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 littp://www.TukwilaWA.gov Combination Permit No. \ 1 W — O ? Is Project No.: Date Application Accepted: 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 2 King Co Assessor's Tax No.: 152304 Ca*3 Site Address: 1313Zy 'Mac A dc.twt Q 01 . PROPERTY OWNER Name: F� k P p ka P,./.A_vt Name: S k MA vt.c.tr CIA City: Po tyt11 bP State: (Ai k Zip: cfe 3l 1 Address: P. D. 18 8 Email: -ct1,\1, a,k.wtovAgrcll. Cow% City: pvL 16v State: Inl it Zip: 18311 CONTACT PERSON — person receiving all project communication Name: F� k P p ka P,./.A_vt Address: P 0. $oK 1$8 City: Po tyt11 bP State: (Ai k Zip: cfe 3l 1 Phone: A S. 7 2 Z „deo Fax: Email: -ct1,\1, a,k.wtovAgrcll. Cow% GENERAL CONTRACTOR INFORMATION Company Name: J i< KAvt q,!`c h Address: P b zox. 1 Cb $ City: e,,%.3ci' (v State: W pc Zip: 9 e 3-11 Phone: () '3 ` g40_� ax: J Contr Reg No.: 3kmbov,, .974 v16, Exp Date: 2%1 (t? Tukwila Business License No.: But ...pct4 3 88 6 ARCHITECT OF RECORD Company Name: L4 Ad voci r k v-fS('►,1 Architect Name: UU Address: 12. o L 't�ct(N s -4 - City: 5ov'tnLr- State: W k Zip: gg390 Phone:(2S3) ?Z (v=t�68Fax: `l Email: ENGINEER OF RECORD Name: Company Name: &34 G.,3ti N �.e a S Address: Engineer Name: cirt,, City: Address: Zip: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: se I f c ► vt etvt c e O{ 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): $ 260,000 Scope of work (please provide detailed information): ve,,;, 6.0h S'4Tv ci-1'0vt 5 t= DETAILED BUILDING INFORAMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement 1St floor ktrj Q °l 2nd floor -- Garage 54 carport IN 3 $ 6p Deck — covered a uncovered ❑ 2 `C Total square footage 2. i` (oo 0 Per City of Tukwila Ordinance No. 2327, all new single family homes are required to have an automatic fire sprinkler system installed in the home. Please contact the Tukwila Fire Department for more information at 206-575-4407. EQUIPMENT AND FIXTURES — INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: Value of mechanical work $ furnace <100k btu thermostat emergency generator 1 appliance vent wood/gas stove PLUMBING: Value of phruibiug/gas piping work $--11000 2. bathtub (or bath/shower combo) 1 dishwasher lavatory (bathroom sink) 1 water heater (gas) fuel type: 3 other mechanical equipment bidet floor drain sink lawn sprinkler system H:\Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh "pj i electric gas ventilation fan connected to single duct water heater (electric) 1 clothes washer 1 shower water closet 2 gas piping outlets Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — Scope of work (please provide detailed information): NQ") 5 Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WATER DISTRICT ❑ ...Tukwila O....Water District # 125 ❑ ...Letter of water availability provided SEWER DISTRICT ❑ ...Tukwila ❑ ...Sewer use certificate ❑ .. Highline R...Valley View ❑ .. Renton ❑...Letter of sewer availability provided ❑ .. Renton 111.. Seattle SEPTIC SYSTEM: 0 .. On-site septic system — for on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): 0 ...Civil Plans (Maximum Paper Size — 22" X 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Hold Harmless — (SAO) ❑ ...Bond 0 .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑...Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): 0 ...Right -Of -Way Use - Potential disturbance 0 .. Construction/Excavation/Fill - Right -of -Way... 0 -or- Non Right -of -Way.. 0 0 ...Total Cut ❑ ...Total Fill ❑ ...Sanitary Side Sewer 0 ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control f'1 Cubic Yards Cubic Yards 0 .. Work In Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ...Permanent Water Meter Size 1 " WO # 0 ...Residential Fire Meter Size ❑ ...Deduct Water Meter Size ❑ ...Temporary Water Meter Size " WO # ❑ ...Sewer Main Extension Public 0 -or- Private 0 WO# ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ .. 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 ❑ ...water ❑ ...sewer MONTHLY SERVICE BILLING TO: Name: number of public fire hydrant(s) ❑ ...sewage treatment Mailing Address: Day Telephone: WATER METER REFUND/BILLING: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — APPLICABLE TO ALL PERMITS IN 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: Mailing Address: R AUTHOED GENT: Fkc�, Karvbv► HAApplications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Day Telephone: Date: l z5 5) rz z. -' 4 w+- 983? 1 State Zip Page 4 of 4 s BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME (S(p) t o (3 `PERMIT # ( G2-2.4- 24- vel er6tA knA At S • If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. b1(-o3zs" 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Sao Water/Sewer/Surface Water -75 o/iSo Road/Parking/Access / Sc E A. Total Improvements 4 3 o v 3. Calculate improvement -based fees: �o B. 2.5% of first $100,000 of A. /o`7 S— C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 1,0 o $250 (1) 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 1' 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1sT 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees (4) $ (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION gra (1+4+5) $ 357 f 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 $ /0-7 $ The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement mitigation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. (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 lst 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 01/15/16 2 RULLETIN 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 $ / 0 J3 --- I. I. Other Fees Total A through I $ /a 13 (10) 43 DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 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 -71..31.2016 Total Fee 0.75 $625 \ 7$66005 $6630 1 $1125 4.15,012.50 $16,137.50 1.5 $2425 ," $0;025 $32,450 2 $2825 /" $48,040\.,$50,865 3 $4425 / $96,080 \ $100,505 4 $7825/ $150,125 $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 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 C'=7WSYSTEMS 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 R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $1,502.38 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $107.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $107.50 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $23.50 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TECHNOLOGY FEE $151.36 TECHNOLOGY FEE R000.322.900.04.00 0.00 $151.36 D16-0329 Address: 13828 MACADAM RD 5 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 I 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 (1111-11.11,111711!111/1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $27,511.18 D16-0329 Address: 13828 MACADAM RD S Apn: 1523049072 $6,866.64 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $1,502.38 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $107.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $107.50 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $23.50 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 TECHNOLOGY FEE $149.66 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R11147 R000.322.900.04.00 0.00 $149.66 $27,511.18 Date Paid: Monday, March 27, 2017 Paid By: JK MONARCH Pay Method: CHECK 3853 Printed: Monday, March 27, 2017 10:15 AM 3 of 3 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I PermitTRAK ACCOUNT QUANTITY PAID $6,322.50 D16-0326 Address: 13816 MACADAM RD S Apn: 1523049072 $1,573.72 DEVELOPMENT $1,573.72 PLAN CHECK FEE R000.345.830.00.00 I 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 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 CAT SYSTEMS INSPECTION RECORD Retain a copy with permit Dite-O3a` INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Project: PIOCR. L -OT 1 Type of Inspection: BUI LD I KG- fl Address: E� �Ny� L?g MSI ' 1'M R Date Called: Special Instructions: Date Wanted: ll—/3. 7 a.m. p.m. Requester: Phone No: Ipproved per applicable codes. D Corrections required prior to approval. COMMENTS: c1<-801 LD 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 D/112 -03A,6 Project: nideriMt14 Type of Inspection: 44.NViC/1-1._ Tey Address: ,oe .1 Mem RD. Date Called: Special Instructions: Lot 3 Date Wanted: g Requester: Phone No: Approved per applicable codes. LCorrections required prior to approval. COMMENTS: zsfs - mattAivic tt- f avrri-- Inspector: Date: C 1 -9-1) 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 J!!9 -0,28 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: Arc /� Type of Inspection: PLvt 5/r G- f'/>'/ - Address: /3__y Date Called: Special Instructions: Le -7-3 Date Wanted: //".g.17 a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 11-2-17 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 J11,Q-O3 Project: %4/ v� 1� f 'i`` /1-06/c2 rSULA 6N Type of Inspection: ms -00-1-76A1 (moi€/4/NG- Address: /306324( /f1 ,Q�� /1" • RA Date Called: Special Instructions: ('T--3 Date Wanted: //".2.-/ 7 6.m p.m Requester: Phone No: EiApproved per applicable codes. D Corrections required prior to approval. COMMENTS: 'i`` /1-06/c2 rSULA 6N Ok - e6/4-/N//MLA-770A/ ek - pi ( iri erre a Inspector: Date: //-2—/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 D/4''b328 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: ei Type of Inspection: PrP/NG- ,AYf¢-L Address:epsjj,,r1 ,.���� i 8aL1 f•y�iC Dry'' RD Date Called: Special Instructions: /a 3 Date Wanted: //'`i 17 a.m p. Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: fripoG- Inspector: Date: //...2_ / ? 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 CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Address: z44 M(A, 6611,0 6 C Date Called: Special Instructions: CI Date Want a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Vdal Retain a copy with permit INSPECTION RECORD IN ION NO. )4-032 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: )1i C' D Type of Insp on: 6AS F !%'LOCO' % i' Address: 131.1M blmP2S Date Called: Special Instructions: b r 3 Date Way e : 23 f? m. Request : Phone No: 2S3-722- &' jApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: isr) Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: filAtAbollAl Type of Inspection: WALL Ltjg‘!% -1�c' Address: 1 'c/ J '�/ /1—''�`i a S. Date Called: Special Instructions: 7 Date W nt_ Reques r: Phone No: Zs 3— 722 — gbC4f Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: 4, Date/} 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 012-b 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: /14/444b01/1 Type spection: Address: /34 2'/ WWA 4 J' Date Called: Special Instructions:� � � Date Wt :�/ 7 .m. Reques r: Phone No: 7s3 -722- 1/66-q ,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 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 le -032-15 Project: fri~Dft11 Type of Inspection: f-11/144/ A/6 -- -11/ /1i(C- C -7e. Address: Address: /3 e,2 V Aiilegdth RD, SI: Date Called: I beneW)wt, S rr>,,AGsve y M-Ri S5 wry w Special Instructions: Z-67 3 Date Wanted: 7-26 -17 a.m. p.m. Requester: live,i Loo S 4 G r -/1•F) Phone No: ,1.DEs csp k -rcHi) (,J MDati (R4'wteiRKS RA- QihRf(3),)C ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: &)6Z -R /EC ia vs ,2.ACW, Ra — 77 -/-LT IS /LID i A C -7e. PI -t= 77E" as PAc-776/14. I beneW)wt, S rr>,,AGsve y M-Ri S5 wry w Ct1...1-- HeFG/-F - /Itifl`>I✓hlUtin 44" C`FZ'C 30,2:2) a , nAV s ; HIW€ c 1/ s771-0100 /W>V4D 7/W55 CA-LCUi.. 7\C 5 apt} 5111 �R INSfi Cn7gp live,i Loo S 4 G r -/1•F) 3; s)-1.1_412 k,4i L S°citf Di)L ' 4 fly r P /-laysg ' - ,1.DEs csp k -rcHi) (,J MDati (R4'wteiRKS RA- QihRf(3),)C 'STUDS' 47- 41_1., PP.IJ L EOG-/$t-.-SZ-&3® N+RDWARR @ NA j -SILLS ' 3 fjoCC/ »jG- Inspector: l� Date: 7-Z --/ 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Calc to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: / i Type of Inspection: /vie,4 Et vip Erie Address: /3632V ,rn c, ivi,04 / D 1 c, �, Date Called: Special Instructions: LcT Date Wanted: 7-2(p —)7 CI -5? Requester: Phone No: ®Approved per applicable codes. Corrections required prior to approval. COMMENTS: cj<- /V"- ,rporeifl JT o/JL/J .Ef, e/&`Y Inspector: Date: 72(2-)7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 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 Df e -032_8 Project: /l'/ 4 Nll, Type of Inspection: / aU * /N C 3' A Phi/6- Address: /582V iit'I RD Date Called: Special Instructions: t -Er 3 Date Wanted: 7-243-17 a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: N Q5 PIPfi LC - Inspector: Date: 7-x -/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 532s Project: Project: 41/96194 ftp Type of Inspection: ,aV--14-ik i'A -Ebi0-t- Address: /3E32,/ fil4eiliPill RD. S, Date Called: Special Instructions: 101- 3 Date Wanted: 7-24-17 p.m. Requester: Phone No: pproved per applicable codes. Corrections required prior to approval. COMMENTS: �dt, /-�- fh ,eteCH/4-AuLC/I-L Inspector: Date: 7-2—)7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Df!¢-a3ze 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: OW4-fJ Type of Inspection: ZovG4+`in j'uJM 137A16- 3fk1 -Address: Address: Date Called: Special Instructions: LOT— 3 Date Wanted: a.m: 7 -zip -17 Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: -e3i'L f i,(1,n i3 MG - Inspector: Datei_.7 !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 Di& -0328 Project: mA,c,1A 9' i Type of Inspection: 61A2M6- 7r V q ecoPecnix Wt AID©u) 5/ Lt-. ,h44/G6¢-% _' Address: /3629 MAC/DA-01 R.11 5 Date Called: Special Instructions:��,� Date Wanted: P-17 �"2! i p.m. Requester: Phone No: inApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS:,, �k - /9-7//yes`, 7r V q ecoPecnix Wt AID©u) 5/ Lt-. ,h44/G6¢-% _' r5/2 4-ntegGANCy ,eGl2AV$ fit: `i`t /, [i,e 3L0.2,(2.3 Inspector: Date: 700'/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 INSON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 2> - '32 i 6300 Southcenter Blvd., #100, Tukwila: WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 _r:V�.ect: P��14-71- Type of Inspection: 4,, L _172/3,-.1-7740 Address: /32//1'n / Sr Date Called: Special Instructions: 67 3 Date Wanted: 67-493 -17 p.m. Requester: Phone No: KApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspecto/ Date: ee e REINSPECTION FEE REQUIRED. Prior to nextinspection, 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 Dile-032.8 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: Type of Inspection: ReoF sibMiTtiN6 Address:,/ /3a2V c Date Called: Special Instructions:?-- 3 Date Wanted: (m: p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Roof- - �h J Y6— Inspector: Date: _2b _77 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' "TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 bif&_1. 2J Project: Yni4(d'4 DAFu✓1 - Type of Inspection: U i c i ,4 '4 i - Address: r 3g j itiwt ilvt- - 1J S Date Called: Special Instructions: • Date Wanted a. Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: Inspector: Date:3 d' REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD rr£I Retain a copy permit ermit IN ONNO. PERMIT NO. bi6-d32-6 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: ill4C/ThAi'✓I 1a— Type Inspection: 77Af&-./{- mr. Address: Date Called: Special Instructions: /01— 3 Date Wanted c i/7 a.m. p.m. Requester Phone No: .c3— 7. Z-'1ti67/ 4 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Dateqh7 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. -o32B CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 9818 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: CAD Type .Inspection: PetirT.AI dr A ess: /324 t114 �b�/.1�� . e� .S Date Called: Special Instructions: ter-- 3 Date Wanted: /0/17 m. Requester: Phone No: 2c3 — 722 / &el Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: z/A047 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 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: / , i_ 3 (� Type of Inspection: y` { !/L Address: Suite #: t ? 2 4- mek_efitda,v.- Contact Person: jire.... Special Instructions: Phone No.: IQApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: r. L( (( -1-1 4r ► e ) ''' ( A /- , rt 6 n " /�7y�),f UV `� v � Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: J Date: n/2, f j 7.— 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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1)1(.)-o3!-1, PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: / 47> Type of Inspection: r Address: t ��► Suite #: I .j 8 L tom-- nAct.c ct d ct._.._. Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: �n Li {! /9-4.--)D '� ve_J- i i / � /�� L' ' i2'7/ V C� ALee pec) ( 54. ( /3(i cre.f w- -? f7.2 ais 1 / .2-0 . t� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: c4 Date: VW/7_ 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 r TYPE 254' 1+14.41 39.3'L RIM=121.65 I.E. 36' S=114.26. _ __ I.E. 12W=1.18:55 22LF 120 ADS N-12 @.5.0% + 5. 180'L ND PAVING TAPER END NC. RNSEp-EDGE BEGIN C & G AND-SIDLYVAER G 0+ BEGIN PAVING TAPER BEGIN SAWCUT 6' OFF E/P BEGIN 12'x6' NC WAIbtU tLX 135 Mac Section 15, Township 23 N, nAti,�\ 1 /7 RIPRAP PAD I•.' • ` too _ �- -- �.�a-� r 7 x. - WETLAND BUFFER i 'r 1 2 TYrPE 49/ RIM=118.04 / 1.E/'=114,50 / / :m / YD/1 TYPE 40,/ RIM=117.30 X A.E.-'114.1 / lf 5LF'0 C LEADER (TYF.) I ' CaNECT ROOF AND DRIVEWAY QRAINAGE / r ;�tiT,%1; � 1 r- 2LF/36'0 CMP ITYP G i `-----108-- � -, BOLE 170 HDPE —0�1 GRADE �� �c :"' ` 10' PUBCIC — — .. — STORM-EASE.— ;12 �' ;. i a 1%TO DAYLIGHT YD'3TYPE 40- . 114 ,. — - RIM=121.62 1�-�4TYPE40. �' >t:--- I.E=117.73` u' / �'` -HIM=123.10 __'_90LF -9 ~� I.E.=117:93_ i /7- i / uA r 1' �G i /10' PINATE STORM/EASE. ., // LOT 2 // 20' PUBLIC STORM EASE. 20' PUBLIC STORM EASE. N6q as /1111 -"Werita111111.11111111.11.11111111 1 11�®� 1"1111111.11111111111351:1"11114E:7111 1 o i do(oirri/r/rl i� � i, a ri 7i aUiaiai./nirim . � z,,.mrrM/r y q RNEWAY CB 2 TYPE 1 -RS-08C 2+00 8Je-Pve_c4„ OUTLETCONTROL TYPE 204' 2+01.33 135.8'L RIM=121.97 I.E. 12' N=114:6 I.E. 3661/=114.26 NW,SE=114.26 12 STORM MAINT. ACCESS 2' CSTC OVER 6' GRAVEL BASE TYPE 254' 1+97.38 37.6 1_ RIM=124.00 I.E. 36' E,N=114. 110 8- c X5..96 10' PRIVATE STORM EASE. LOT 4 SEWER AND WATER SERVICES: SEWER AND WATER SERVICES ARE SHOWN FOR REFERENCE ONLY. WATER SERVICES SHALL BE APPLJED FOR FROM WATER DISTRICT #125 AT TIME OF BUILDING PERMIT APPUCATION. SEWER SER DISTRICT TAE OF BUILDING PfIMIT APPLJCATION. ES SHALL BE APPLIED FOR FROM VALLEY EW SEWE Prior to start! ng-construction,cbrataet ONE -CALL (1-800-424-5555) , or 811, for utility locations. d4 CB 3 TYPE 1 2+70.7617.1 1 SS SER \(SHOWI APPLY F / B ILDIP ,W „,„§0,700000/./5777,0 „,,ii/iii/iii/ia/iiir� rrriaii aam/ /r rr,ri0rmm W G �. NEW CRG /+00 - CB 1 TYPE 1 1+16.0917.1 'L IOW 1+52.25 17.11 t- S CENTERLINE CONSTRUCTION CENTERLJNE Macada Rd. 20' WIDE SHARED RESIDENTIAL DRIVEWAY APPROACH PER RS -08C - TYPICAL o * 2- - END PAVINGTAPER END`t24 • /- ------.5+0O // SAWCUT. 6 OFF EX. E/P „AND REMO E -EDGE” /PAVEMENT WIDEP AS NEEDED FO cadam Profile Ma Har. Scale: V=20' V,rL Scale. -1'=5 135 130 /4u1 0 GRAPHIC SCALE 20 RIP RAP PAD DETAIL 12 T1 30 1"1,P' 40 60 IV 1. LLegN d L �D Z mg Q 'a W D CdZ O U Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information L1-1:509-2 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. r Authorized Representative Date 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 SHGCbe n/a n/a Ceilingk 49' 0.026 Wood Frame Wall9•m'" 21 int 0.056 Mass Wall R -Value' 21/21h 0.056 Floor 30g 0.029 Below Grade Wallc,m 10/15/21 int + TB 0.042 Slabd R -Value & Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. [17.VInkf D FOR ©L f -i V,CIEPL1AZCC 'JAW 24 21)11 ©iiy o4 IuCt',ile BUILDING DIVISION Each dwelling unit in a residential building shall comply with sufficient options from Table 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 fenestration area. Additions to existing building that are greater than 500 square feet less than 1500 square feet. 22. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in #1 or #3. Exception: Dwelling units serving require 2.5 credits. 03. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. O 4. Additions less than 500 square feet: .5 credits R406.2 so as to square feet of of heated floor area but R-2 occupancies shall Table R406.2 Summary Option Description Credit(s la Efficient Building Envelope la 0.5 1 b Efficient Building Envelope 1 b 1.0 lc Efficient Building Envelope lc 2.0 ld Efficient Building Envelope 1 d 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 CAT tTIL ■ 0.5 atria© TUKWILA DIN 011096 paR 0 1.5 *1200 kwh 0.0 0.5 3.50 0 3 2 9 Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R -values are minimums. U -factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R -value of the insulation from Appendix Table A101.4 shall not be less than the R -value specified in the table. b The fenestration U -factor column excludes skylights. The SHGC column applies to all glazed fenestration. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. Reserved. g Reserved. h Reserved. The second R -value applies when more than half the insulation is on the interior of the mass wall. Reserved. k For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38. Reserved. 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. Window, Skylight and Door Schedule Project Information Contact Information LS 1-1509-2 Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Component Description Ref. U -factor Ref. U -factor ENTRY DOOR 0.20 ENTRY 0.28 KITCHEN 0.28 DINING ROOM 0.28 FAMILY ROOM 0.28 FAMILY ROOM 0.28 MASTER B3EDROOM 0.28 BEDROOM 2 0.28 BEDROOM 3 0.28 GARAGE/DWELLING DOOR 0.20 Width Height Qt. Feet Inch Feet Inch Width Height Qt. Feet Inch Feet Inch 1 3 6 8 1 1 4 1 5 4 1 6 5 2 4 5 1 3 6 8 1 5 4 1 5 4 1 5 4 1 2 8 6 8 Area UA 0.0 0.00 0.0 0.00 Area UA 20.0 4.00 4.0 1.12 20.0 5.60 30.0 8.40 40.0 11.20 20.0 5.60 20.0 5.60 20.0 5.60 20.0 5.60 17.8 3.56 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 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 0.00 211.8 56.28 Area 0.27 UA 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.00 211.8 56.28 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 L51-1509-2 Heating System Type: 0 All Other Systems Contact Information 0 Hea Pump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions 4h., Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) Average Ceiling Height Instructions Average Ceiling Height (ft) Glazing and Doors Instructions Skylights Instructions Insulation Attic Instructions R-49 Single Rafter or Joist Vaulted Ceilings Instructions Above Grade Walls (see Figure 1) Instructions Floors Instructions R-21 Intermediate Below Grade Walls (see Figure1) Instructions Select R -value v Slab Below Grade (see Figure 1) Instructions Select conditioning Slab on Grade (see Figure 1) Instructions Select R -Value Location of Ducts Instructions Unconditioned Space Design Temperature Difference (AT) 46 AT = Indoor (70 degrees) - Outdoor Design Temp 1,509 9.0 U -Factor 0.30 U -Factor 0.50 Conditioned Volume 13,581 X Area 212 X Area U -Factor X 0.026 U -Factor X No selection U -Factor X 0.056 U -Factor X 0.025 U -Factor X No selection Area 1,509 Area Area 1,426,, Area 1,509 Area = UA 63.60 = UA = UA 39.23 UA UA 79.86 UA 37.73 UA F -Factor X Length UA No selection F -Factor X Length UA No selection Duct Leakage Coefficient 1.10 Sum of UA 220.42 Envelope Heat Load 10,139 Btu / Hour Sum of UA XAT Air Leakage Heat Load 6,747 Btu / Hour VolumeX 0.6XAT X.018 Building Design Heat Load 16,886 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 18,575 Btu / Hour Duds 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 26,005 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) STRUCTURAL CALCULATIONS FOR THE JK MONARCH RESIDENTIAL PROJECT REVIEWED FOR CODE COMPLIANCE .. APPROVED IJAN 242011 City of Tukwila BUILDING DIVISION Plan LS1-1509-2 August 24, 2016 Job No. : 08-067 Location: Lot 3, Macadam Tukwila, Washington Copyright 2016, SEGA Engineers RECEIVED DEC 0 5 2016 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA DEC 01 2016 PERMIT CENTER 032,0 SEGA Engineers/ /Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 STATEMENT OF WORK SEGA Engineers was asked to provide a lateral Toads 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 is manufactured trusses, the floor framing is 2x dimensional or wood I -joists, and the foundation is typical concrete strip footings with a crawl space. The application and use of these calculations is limited to a single site referenced on the cover sheet. The cover sheet should have an original signature in blue ink over the seal. The attached calculations may or may not apply to other sites and the contractor assumes all responsibility and liability for sites not expressly reviewed and approved. Please contact SEGA Engineers for use at other sites. SEGA Engineers will use that degree of care and skill ordinarily exercised under similar circumstances by members of the engineering profession in this local. No other warranty, either expressed or implied is made in connection with our rending of professional services. For any dispute, claim, or action arising out of this design, SEGA Engineers shall have liability limited to the amount of the total fee received by SEGA Engineers. Questions regarding the attached should be addressed to SEGA Engineers. Greg Thesenvitz, PE/SE SEGA Engineers - SEGA Engineers, Project LS1-1509 / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Job No. 08-067 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 (Veit) KZt 1.00 Exposure B Seismic Design Category D Sos 1.00 Response Factor 6.5 Cs= 0.154 Importance Factor 1.00 Soil Allowable Bearing 1,500 psf SEGA Engineers,, / Structural & Civil Consulting Engineers 22939 SE 292nd PI. (360) 886-1017 Black Diamond, WA 98010 Project LS1-1509 Job No. 08-067 By: GAT Checked Date: 01/30/13 Sht 2... LOADS ROOF DL Roofing (Comp) 3.5 psf 1/2" OSB 1.8 2 x @ 24" 3.5 Insulation 1.1 5/8" GWB 2.8 Misc. 1.5 142 psf LL Snow, Pf 25 psf (115% Load Duration) Reduction, Cs 0.00 (Cf = 1.1, other surfaces) 5/12 pitch = 23 deg Total Roof Load 39.2 psf FLOOR DL Flooring 0.5 psf 3/4" Plywood 2.3 2x10@16"oc 2.8 Insulation 1.1 Misc. 1.5 8.2 psf LL Residential 40 psf Total Floor Load 48.2 psf DECKS DL 2 x Decking 4.3 psf 2x10@16"oc 2.8 Misc 1.5 8.6 LL WALLS Residential 40 psf Total Deck Load 48.6 psf DL Siding 3.5 1/2" Plywood 1.5 psf 2x6@16"oc 1.7 Insul 0.6 1/2" GWB 2.2 Copyright 2013, SEGA Engineers 9.5 psf SEGA Engineers PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 / (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DAT °J I/2 SHEE13 OF JOB NO. 406 (4„1 FIGURED BY 1ji) �QU Cts ErJ 1 1'- 0,9 ,VI r • 4,S" 4-3 a .riP k,,,�z e- k [&itn.J. L E LEU ) L40 .tr\ C � - 3,3141 (V) 4, , // v"-- 114o- Copyright LCopyright 2008, SEGA Engineers 4"o St. r/ 01c Ole— t3` 7'17..07)4 Z,O7)4 SEGA Engineers / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 Project LS1-1509 Job No. 08-067 By: GAT Checked Date: 08/24/16 Sht. t` LATERAL LOADS - (Alternate ASD) SEISMIC Maximum Base Shear, V = F SDs W i 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: W root = Eq. 12.14-11 (Table 11.4-1, Ss > 1.25) (35ft) (55ft) (16psf)+(2) (35ft+ 55ft) (4.5ft) (9.5psf) = 38 kips Wtotal = Design Base Shear , V = ( .154) (38 kip) = 5.9 kip E= 5.9 kip = 4.2 kip 1.4 -- _ WIND Design Wind Pressure, ps = X Kit ps3o where, �= 1.00 0-15ft = 1.00 20 ft 38 kips Eq. 28.6-1, Sect. 28.6.3 Exposure B Figure 28.6-1 Kit = 1.00 Section 26.8 p3o = 17.7 psf 110 mph Figure 28.6-1 (ASD) Po _15 = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf (x 0.6 = 10.62 psf) P20 = (1.00) (1.00) (17.7 psf) = 17.70 psf (x 0.6 = 10.62 psf) Design Base Shear: (Wind) Vrp= (35ft) (10 ft) (17.7 psf) + (35ft) (5 ft) (17.7 psf) =9.3 x 0.6 = 5.6 kips Vsis= (64 ft) (10 ft) (17.7 psf) + (30 ft) (5 ft) (17.7 psf) =14.0 x 0.6 =8.4kips Therefore, Wind Loads Govern for Lateral Design - Front/Back Wind Loads Govern for Lateral Design - Side/Side Copyright 2016, SEGA Engineers SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY 1_41- 09 JOB NO. -0 tr,—) FIGURED BY -51)Sit!hit At" HA eCs Viku-1 Vg. 7- 70100 17. DArh, 3 SHEET c,.OF tifitipr t-'2-1:710 vgz (-14)(co'(i(),4ni- (-.54)0d)(ro14fi,) 3/n2J Copyright 2008, SEGA Engineers tt;-:/(-> pL7-1u,"? 17. 7-(07er LS-nilleAS SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-101.6 CHECKED BY DATE Pi/f36i 3 SHEET oOF JOB NO. LSI-ISo Cte'067 FIGURED BY i \ ,i. 4- C Fav, t aNk-t trior ')()t�, t 1��j- ZO ")bd)(i0,41)-') 3l(� V Y� (ELF -to 'A' 7 )Ly) Rocs- (4 ) ( i n, :41.P f.- l So t°') (, d) tl , 3, 6 9 2., k te°ci z/to, = ( S'' /Jr'+1,L` 3Ff 4 pt. f" - Copyright 2008, SEGA Engineers 2C.Sz-g sfnh*r SEGA 14ngrneeirs/ /Structural & Civil Consulting Engineers PROJECT LS1-I5®9 22939 SE 292nd Place • Black Diamond, Washington 98010 JOB NO. (360) 886-1017 • FAX 886-1016 08-061 FIGURED BY CHAT CHECKED BY DATE 01/30/13 SHEET 6 OF 6 SHEAR WALL SCHEDULE Mark Minimum Sheathing (1) Sheathing Nailing (1) Anchor Bolts (3) Remarks (4) I5/8" 1> I> 5/8" T1-11 or 1/2' OSB T1-11 or 1/2' OSB 1/2" CDX or OSB See Detail 8d @ 6" o.c. 8d @ 4" o.c. 8d @ 2" o.c. 12/S2.0 for Construction 5/8" @ 60" o.c. 5/8" @ 32" o.c. 5/8' @ 16" o.c. Qall = 230 plf Qall = 350 plf Qall = 600 plf Use minimum 3x studs at all panel edges and stagger nails. Notes: 1) All walls designated "1>" are shear walls. Exterior walls shall be sheathed with rated sheathing (24/0) and nailed at all panel edges (Blocked) per schedule (uno). Edge nailing at abutting T1-11 panels shall be through each edge of each panel. Nailing at intermediate framing to be at 12" oc. Nailing not called out shall be per IBC Table 2304.9.1. 2) Holdowns and other framing hardware by Simpson or equal to be used per plan. Ends of shear walls shall use double studs minimum (UNO). 3) Use minimum of (2) bolts per sill piece with one bolt located not more than 12" nor less than 4" from each end of the piece. Embed bolts a minimum of 7" into concrete. Washers to be minimum 3" x 3" x 1/4' and of hot -dipped zinc -coated galvanized steel. 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 D16-0328 MACADAM - LOT 3 - 13824 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. This parcel shares a common driveway and access easement with Lot 4. 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, kihtflA Rachelle Ripley Permit Technician File No. D16-0328 6300 Southcenter Boulevard Suite #100 • Tukwila Washington. 9R1RR • Phone 206-431-3670 • For 2O6-431-3661 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0328 PROJECT NAME: MACADAM - LOT 3 SITE ADDRESS: 13824 MACADAM RD S Original Plan Submittal X Response to Correction Letter # 1 DATE: 12/21/16 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division ❑ Public Works Fire Prevention Structural L_PS ktA/C 1.1.q- i7 Planning Division CPermit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 12/22/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01/19/17 Approved n Approved with Conditions Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY` PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0328 PROJECT NAME: MACADAM - LOT 3 SITE ADDRESS: 13824 MACADAM RD S X Original Plan Submittal Response to Correction Letter # DATE: 12/01/16 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: 61 Building Division gr IM Public Works Irth Fire Prevention Structural IRS Dow lAvoil Planning Division Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ri (no approval/review required) REVIEWER'S INITIALS: DATE: 12/06/16 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required n (corrections entered iin1 Reviews) Notation: r '/ L'' 1 vv -'viMAA) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 01/03/17 n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: QV Departments issued corrections: Bldg ❑ Fire ❑ P1ng PW ❑ Stafflnitials: 12/18/2013 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. Date: Plan Check/Permit Number: D16-0328 ❑ 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 3 Project Address: 13824 MACADAM RD S Contact Person: 7i Iip 1/(4/70,61r\ Phone Number: (25 3> 72--Z- —41,V1( Summary of Revision: nlasGd Ot (7e. (0/cez#01,- /d/Pc. RECEIVFn CITY OF TUKWILA DEC 21 2016 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio t Received at the City of Tukwila Permit Center by: — Entered in TRAKiT on 1")----)--t `{ T W:\Permit Center\Applications-Handouts\Templates\Forms\Word Documents\Revision Submittal Form.doc Revised: August 2015 Citi )f Tukwila CERTIFICATE OF WATER AVAILABILITY Department of Community Development 6300 Southcenter Boulevard, Suite 4100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov PERVII T NO.: Part A: To be completed by applicant Site address (attach map and legal description showing hydrant Location and size of main): 624 IA ac, a l g.octcl. S Tu lss a s ILA) k 981(08 Owner Information Agent/Contact Person Name: SK Mot/Lac-On Name: ; c i � ?Q t a<uski v► Address: P, O. %.34 186 , Pt,U,U � � C, e,14/4 Address: Q !). (� o tC 188 fly. /tip . (.1l {� X18 "j Phone: (2S3) 8cio- 5 (o foo Phone: �� S3� T Z Z Ygfo t{ This certificate is for the purposes of: at Residential Building Permit ❑ Commercial/Industrial Building Permit ❑ Preliminary Plat O Rezone Estimated number of service connections and water meter size(s): I ❑ Short Subdivision ❑ Other Vehicular distance from nearest hydrant to the closest point of structure is ft. Area is served by (Water Utility District): -4. 17S- Owner/Age 7$ Owner/Age / ignatur Date Part B: To be completed by water utility district 1. The pjoposed project is within WATER DISTRICT 125 (City/County) 2. L IJ No improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive Platt RECEIVED minimum flow requirements of the project before connection and to meet the State cross connection control require fly OF TU KWI LA DEC 01 201b PERMIT CENTER (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be rovided and will be available at the site with a flow of 1)460 ppm at 20 psi residual for a duration of 2 hours at a velocity of I- fps as documented by the attached calculations. 5. Waavailability: Acceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item B-2 are met. System is not capable of providing service to this project. n n I hereby certify that the above information is true and correct. ► c M ots-g *125 5 Agency/Phone 206_242..1547 tkIlAt-1 ViriEf By E'u 0-3 !F > b' Th8 following terms end conditions apply to U i ? at:ech t. Certificate of ("Certificate") 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the City of Tukwila ("City"). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, expressed or implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other policies and regulation then in effec Applicant's Signature District Representative Date t f /43/14, Date ' `— k4j ' wowxcwc TOWARD 4 v► rrerxw, vr 3460 S 148th Suite 100 Seattle, WA 98768 en Phone: (206) 242-3236 SEWER t'STRICT Fax: (206) 242-1527 Rec. No.6-' oa3y6 k� CERTIFICATE OF SEWER AVAILABILITY / NON AVAILABILITY Residential: $ 50.00 Commercial: $ 100.00 C:7 Certificate of Sewer Availability OR C Certificate of Sewer Non -Availability Part A: (To Be Completed By Applicant ) Purpose p of Certificate: Building Permit ❑ Preliminary Plat or PUD ■ Short Division ■ Rezone ■ Other Proposed Use: ❑ Commercial p Residential Single Family ® Residential Multi -Family ■ Other Applicants Name JK Monarch Phone Number 2537224864 Property Address 13824 MacAdam Road S, Tukwila, WA 98168 Tax Lot Number 1523049072 Legal Description (Attach Map and legal Description if Necessary ); Lot 3 P rt 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 1 feet from the site and the sewer system has the capacity to serve the proposed use. OR ■ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and/or RECEIV CITU OF TUKD WILA ■ (2) The construction of a collection system on the site and/or ■ (3) Other (describe) DEC 012016 2. Must be completed if 1. b above is checked PERMIT CENTER �, a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR 0 b. The sewer system improvement will require a sewer comprehensive amendment. 3' (, 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: /00 e'''' prior GFC: $ yd33 tro SFC: $ Unit: $ Total $ ev 2 p 7 `'cam (Subject to Change on January 1st) Either a King Count /METRO Capa 'ty Charg - SWSSD or Midway Sewer District Connection Charge may •e due upon connectio to sewers. b. Easements: I!A Required 0 328 ay be Required c. Other 1' 714 o0rcc.o✓oi,r.� 'e if I. reruarel cSS eCiSGm�r,4 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 7Z7" Title ,'� /ryiarc. off_.___- Date ////0`26/Gl 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. 1 acknowledge that 1 have received the Certificate of Sewer Availability/Non -Availability and this attachment, and fully understand the terms and conditions herein. Applicant's signature Date Nov 8, 2016 JK Monarch LLC Home Espanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries Page 1 of 2 Search L&I A -Z Index Help My LCI 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 1 HIGH COUNTRY HOMES 1 HOLDINGS NEW LIFE; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. JKMONML874NA Effective — expiration 08/01/2013— 08/01/2017 Bond Developers Surety & Indem Co Bond account no. 859962C Active. Meets current requirements. $12,000.00 Received by L&I Effective date 03/15/2016 03/09/2016 Expiration date Until Canceled Bond history Insurance Wesco Insurance Co $2,000,000.00 Policy no. WPP114946500 Received by L&I Effective date 03/29/2016 04/23/2014 Expiration date 04/23/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603088988&LIC=JKMONML874NA&SAW= 1/27/2017 JK Monarch LLC L&I Tax debts No L&I tax debts are recorded for this contra.__. license during the previous 6 year period, but some -cs may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID 280,695-00 Account is current. Doing business as JK MONARCH LLC Estimated workers reported Quarter 3 of Year 2016 "7 to 10 Workers" L&I account representative T2 / CHRISTOPHER WASSON (360)902-6331 - Email: WASQ235@lni.wa.gov Track this contractor Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Page 2 of 2 © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603088988&LIC=JKMONML874NA&SAW= 1/27/2017 6 WILDING CODE; 2015 INTERNATIONAL BLDG. CODE (IBC), AND BY REFERENCE WHERE APPLICABLE THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED BY LOCAL JURISDICTION. ROOF LiVE LOAD • 25 PBF (SNOW) ROOF DEAD LOAD • 15 PSF FLOOR LIVE LOAD • 40 PSF FLOOR DEAD LOAD • 15 PSF WIND LOAD • 110 MPH WIND SPEED, EXPOSURE 'S', RISK CAT. II TYPE: V OCCUPANCY GROUP: R-3 DESIGN CRITERIA: TABLE R3012(1) GROUND SNOWKN LOAD WIND DESIGN SEISMIC �DE$, SUBJECT TO DAMAGE FROM WINTER DESIGN TtE"DESIfP. ICE SHIELD ND - LAYMENt REQUIRED FLOOD HAZARDS AIR FREEZING INDEX MEAN A1�1UAL 7 SPEED (MPH) tOFO(sRAPHIC EFFECTS SPECIAL WiND REGION WIND-BORNE DEBRIS ZONE WF.A� FROST LINE DEPTH mein 25 110 24 8 16 DI/D2 MOP 1s MOD t- 1 NO PORAL JURISDiCTION 50n 50 ADDITIONAL REQUIRED SUBMITTAL ITEMS ITEMS TO BE SUBMITTED BY TI4E OWNER OR CONTRACTOR AT TIME OF PERMIT SUBMITTAL: - MFG. JST. DESIGN AND LAYOUT IF APPLICABLE (FROM MANUFACTURR) - MFG. TRUSS DESIGN AND LAYOUTS (FROM MANUFACTURER) SITE GENERAL UNLESS A SOILS INVESTIGATION Sr A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSP, EXTERIOR FOOTINGS SHALL BEAR 18' (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FiR" t UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACKFILL TO SE THOROUGHLY COMPACTED. MiNiMI11 COMPRESSIVE STRENGTH OF CONCRETE FER TABLE R4022 TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION MNIMUM COMPRESSIVE STRENGTH (f'c) AT 28 DAYS MODERATE WEATHERING POTENTIAL BASEMENT WALLS, FOUNDATIONS 4 OTHER CONCRETE NOT EXPOSED TO THE UEA1HER. 2,500 pal BASEMENT SLABS 4 INTERIOR SLAB ON GRADE, EXCEPT GAUa4 E FLOOR SLABS. 2'500 pal BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS 4 OTHER vERI1CAL CONCRETE WORK EXPOSED TO THE MATRER 3000 pet (5% to 1% air eatrabwd PORGIES, CARPORT SLABS 4 STEPS EXPOSED TO THE UEATHER 4 GARACIE FLOOR SLATS. 3,000 pet (5% to 1% air exltrakied) CONCRETE 'BATCH TiaKEt' SHALL BE 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 10 BE PROVIDED WITH 1/4'x3'x3' PLATE WASHERS. WOOD BEARING ON OR INSTALLED WiTHIN 1' OF MASONRY OR CONCRETE TO SE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FOUNDATION SILL BOLTS TO BE 5/8' DIAMETER AT 5'-0' O.C. UN.O. WITH MIN. 1' EMBEDMENT METAL FRAMING CONNECTORS 10 BE MANUFACTURED BY SIMPSON STRONG -TIE OR USP STRUCTURAL CONNECTORS ALL WOOD IN CONTACT WITH CONCRETE 10 BE PRESSURE TREATED. FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED LUMBER SHALL BE RETREATED IN THE FIELD 114 ACCORDANCE WITH AUJPA M4. (END CUT SOLUTION BY WOLMANIZED WOOD) PER IRC 8311.1.1, FASTENERS FOR PRESSURE PRESERVATIVE AND FiRE RETARDANT TREATED WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SiLICON BRONZE, OR COPPER 6' MIN. CLEARANCE BETWEEN WOOD AND GRADE. 12' MIN. CLEARANCE BETWEEN FLOOR BEAMS AND GRADE. 18' MIN. CLEARANCE BETWEEN FLOOR JOIST AND GRADE. PAMPPROOFING EXCEPT WHERE REQUIRED BY SEC. 84062 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER OF (a) THE TOP OF THE FOOTING OR (S) 6 INCHES BELOW THE TOP OF THE BASEMENT FLOOR, t0 THE FINISHED GRADE. MASONRY WALLS SHALL NAVE NOT LESS THAN 3/5 INCH PORTLAND CEMENT PA'ING APPLIED TO THE EXTERIOR OF TI -1E WALL. THE PARGING SHALL BE DAMPPROO1-ED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. BITUMINOUS COATING. 2, 3 POUNDS PER SQ. YD. OF ACRYLIC MODIFIED CEMENT. 3. '43' COAT OF SURFACE -BONDING CEMENT COMPLYING WITH ASTM C 881. 4. ANY MATERIAL PERMITTED FOR WATERPROOFING IN SEC. 8406.2. 5. OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED WHEN A MATERIAL IS APPROVED FOR DIRECT APPLICATION 10 THE MASONRY. CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING ANY ONE OF THE LiSTED DAMPPROOFING MATERIALS OR ANY ONE OF THE WATERPROOFING MATERIALS LISTED 114 SECTION R4062 TO THE EXTERIOR OF THE WALL. { WATERPROOFING R4062 - 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 NCI -ES 13ELOW THE TOP OF THE BASEMENT FLOOR, 10 THE FNISHEP GRADE. WALLS SHALL SE WATERPROOFED i14 ACCORDANCE WITH ONE OF THE FOLLOWING: 1. 2 -PLY HOT -MOPPED FELTS. 2.55 POUND ROLL ROOFING_ 3.6 -MIL POLYVINYL CHLORIDE. 4. 6 -MIL POLYETHYLENE 5.40 -MIL POLYMER -MODIFIED ASPHALT. 6.60 -MIL FLEXIBLE POLYMER CEMENT. 1. Ve.' CEMENT -BASED, FIBER -REINFORCED, WATERPROOF COATING. S. 60 -MIL SOLVANT-FREE, LIQUID -APPLIED SYNTHETIC RIBBER EXCEPTION: ORGANIC -SOLVENT -BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED HYDROCARBONS, KETONES AND ESTERS SHALL NOT BE USED FOR ICF WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL. USE OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND PARGiNGS TO SEAL ICF WALLS I8 PERMITTED. COLD -SETTING ASPHALT OR H0T ASPI-4ALT SHALL CONFORM t0 TYPE C OF ASTM D 449. HOT ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200°F. ALL JOINTS IN MEMBRANE WATERPROOFING 51-1ALL BE LAPPED AND SEALED WITH 414 ADHESIVE COMPATIBLE WITH THE MEMBRANE. PRAFTSTOPPING R302.12 IN COMBUSTIBLE CONSTRUCTION WHERE THERE 15 USABLE SPACE BOTH ABOVE 4 BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, ORAFrSTOPS SHALL BE INSTALLED SO THAT TI4E AREA OF TI -4E CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SMALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE TI4E ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE 4 A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1, CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING 18 CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. DRAFTSTOPPiNG SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION 8302.12.1. FIREE,L0CKING 8302.11 IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED 10 CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND t0 FORM 414 LI 1 LCTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS: 1.1. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 12. I-IORIZONTALLY At INTERi/ALS NOT EXCEEDING I0ft 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS. 3. N CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN, ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRC SECTION R302.1 (1/2' GIUB) 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL 10 RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL PILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE IRC SECTION R1003.19. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. FIREBLOCKING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION 8302.11.1 LOOSE -FILL INSULATION MATERIAL SHALL NOT BE USED ASA FiREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED. THE INTEGRITY OF ALL FIREBLOCKB SHALL 1:5E MAINTAINED. fSERVATE PEf MIT ' REQUIRED FOR: BUO chanical Electrical O Plumbing ❑ Gas Piping Cly of Tukwila PI G DIVISION WALL i GENERAL ALL NAILING 10 COMPLY WiT14 REQUIREMENTS OF IRC TABLE R6023(1) GYPSUM WALL BOARD AT INTERIOR WALLS 10 BE FASTENED ACCORDING 10 TABLE 810235 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD TABLE 810295 THIcOE88 OF GYPe6M GYWARD PSUM PANEL PRODUCTS Ar'PLICAtION ORIENTATION CO GYPSUM G.BOARD POR �EI. PRODUCTS t0 MAXIMUM 8PACNG OF FRAf'11NG hENEERe (INCHES O MAXIMUM SPACING OF FASTENERS (INCHES) SIZE OF NAiLS FOR APPLICATION TO WOOD FRAMING NAILS W/o Achoeiva SCREWS . 3/8' CEILING PERMENDICULAR 24 1 12 13 GAGE, 1-V4' L.G 43,19/64' REAM 0098' DIA, 1-V4' LONG, ANNULAR - RU4ED, OR 4d COOLER NAIL, 0080' PIA, 1-3/8' LONG, 1/32' HEAD. UA4LL EITHER DIRECTION 24 8 16 1/2'CEILING CEILING EITHER DIRECTION 16 1 12 13 GAGE, I-3/8' LC 6,19/64' I4EAD: 0.98' PIA, I -I/4' LONG, ANNULAR - bd NAIL, PERPENDICULAR 24 1 12 RINGED, OR COOLER 02+86' DIA., 1-15/8' LONG, B/64' HEAD, OR GYPMM BOARD NAIL 0098' PIA, 1-1/13' LONIG, 9/32' HEAD. WALL EITHER DIRECTt0N 24 8 t2 WALL EITHER DIRECTION 16 8 46 5/8' CEILING EITHER DIRECTION 16 1 12 13 GAGE, I-5/8' LONG, 19/64' READ, 01498' DIA, 1-3/8' LONG, ANNULAR- UM F'tp RIMEDP OR 6d COOLER NAIL, 0.92' DIA, 1-1/8' LCNG, V4' HEAD, OR GYPSt30ANAIL. 00915 DIA 1-1/8 LONG, 19/64 MAP. I-1/8' LONG 6d COATED NAILS OR EGUVALENT DRYWALL SCREWS. SCREWS SHALL COMPLY WITH eEci iaN 171023!51 CEILNG PERPENDICULAR 24 1 12 6 TYPE X AT PERPENDICULAR 24 6 BENEATH HABITABLE ROOMS WALL EITHER DIRECTION 24 8 42 13 GAGE, 4.5/8' LONG,13/64' HEAD, 0.98' DIA, 1-3/S' LONG, ANNULAR - RINGED/ OR 6d COOLER NAIL, 0082' PIA, 1-1/8' LONG, V4' HEAP, OR GYPSUM BOARD NAIL. 00915' DIA- 1-1/8' LONG, 19/64' HEAD. UA4LL EITHER DIRECTION 16 8 16 APPLICATION WITH ADHESIVE 3/S'CEILING PERPENDICULAR 16 16 16 SANE Ab ABOVE FOR 5/8' GYP8UM wan, AND GYPSUM PANEL PRODUCTS. WALL EITHER DIRECTION 16 16 24 I/2' OR 5/8' CEILINGEITHER DIRECTION 16 16 16 CEILING PERPENDICULAR 24 12 16 SANTE Ab ABOVE FOR 1/2' AND 5/8' GYPSUM BOARD AND GYPSUM PANEL PRODUCTS, RESPECTIVELY. WALL EITHER DIRECTION 24 16 24 TWO 3/8 LAYERS CEILING PERPENDICULAR 16 16 16 BABE PLY NAILED A8 ABOVE FOR }' GYPSUM BOARD AND GYPSUM PANEL PRODUCTS, FACE PLY INSTALLED WITH ADHESIVE. WALL EITHER DIRECTION 24 24 24 FASTENERS ALL NAILS SPECIFIED ON THiS PLAN SHALL BE COMMON OR GALVANIZED 150X (UNLESS NOTED OTHERWISE) OF THE DIAMETER AND LENGTH LISTED BELOW OR AS PER APPENDIX L OF TI4E NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) SCI COMMON (0.131' DIA., 2-1/2' LENGTH), 8d 50X (0.113' DIA, 2-1/2' LONG), 10d COMMON (0.148' DIA., 3' LONG) 104 BOX (0.128' DIA., 3' LENGTH), 1661 COMMON (0.162' DIA, 3-1/2' LONG), 16d SINKER (0.148 DIA, 3-1/4' LONG) Ed COOLER (0.086' DIA., 1-5/8' LONG ), 6c1 COOLER (0.092' DIA„ 1-1/8' 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 NAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: JOISTS WOOD TYPE: 2)(4 23(6 OR LARGER HF "2 - Fb■915 pet, Fv•150 p81, Fc•1300 pel, E■1300000pel HF «2 - Fb•915 pet, Fv•150 pet, Fc•1300 per, E■1300000per DEAL I 4X 6X OR LARGER DF -L "2 - Fb•900 pet, Fv■I80 pal, Fc■1350 pet, E■1600000pel DF -L "2 - Fb■815 pat, Fv■110 pal, Fc■600 pal, E•1300000pe1 81.108 2X4 2X6 OR LARGER I -IF e2 - Fb•915 pet, Fv•I50 pat, Fc•1300 pet, E■1300000pel I -IF 02 - Fb•915 pet, Fv2.150 pat, Fc■1300 pal, E•1300000p81 POSTS I -IF 02 - Fo.315 pet, Fv•150 pet, Fc•1300 per, E■1300000pe1 I -IF "2 - Fb■915 pet, Fv•150 pat, Fc•1300 pet, E•1300000pa1 DF -L 01 - Fb■1200 pat, Fv■110 pal, Fe•1000 pai, E•1600000pe1 4X4 4X6 OR LARGER 6X6 OR LARGER GLUED -LAMINATED BEAM (GLS) SHALL BE 24F -V4 FOR SINGLE SPANS 4 24F -VS FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Fb • 2,400 PSI, Fv • 165 PSI, Fc • 650 PSI (PERPENDICULAR), E • 1,800,000 P51. ENGINEERED WOOD BEAMS AND I -JOIST CONTRACTOR SHALL SUBMIT 8440P DRAWINGS AND SPECIFICATIONS FOR APPROVAL BY BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST ICC EVALUATION REPORT. SEAMS DESIGNATED AS 'PSL' SHALL HAVE THE MINIMUM PROPERTIES: Fb • 2,900 PS1, Fv ■ 2W PSI, Fc • 150 PSI (PERPENDICULAR), E • 2,000,000 PSI. BEAMS DESIGNATED AS 'LVL' SHALL HAVE THE MINIMUM PROPERTIES: Fb • 2,600 PSi, Fv • 285 PSI, Fc • 150 PSI (PERPENDICULAR), E • 1,900,000 PSI. BEAMS DESIGNATED AS 'LSU' SHALL HAVE THE MINIMUM PROPERTIES: Fb • 1,100 PSI, Fv • 400 PSI, Pc • 680 PSI (PERPENDICULAR), E • 1,300,000 PSI. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE LIMTED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUM • L/480, FLOOR TOTAL LOAD MAXIMUM • L/240. PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT, PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS A8 STATED IN THE GENERAL NOTES. TRUSSES 514ALL BE DESIGNED 4 STAMPED 13Y A LICENSED PROFESSIONAL ENGINEER AND FABRICATED ONLY FROM THOSE DESIGNS. NONBEARING WALLS SHALL BE I-IELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER (SUCH AS SIMPSON STC) TO ENSURE THAT TI4E TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. ALL PERMANENT TRUSS MEMBER BRACING 814ALL BE INSTALLED PER THE TRUSS DESIGN DRAWINGS. ROOF/WALL/FLOOR SHEATHING TYPICAL WALL 4 ROOF SHEATHING SHALL BE 1/16' RATED SHEATHING MINIMUM UNLESS CTI-IERUISE SPECIFIED. MINIMUM NAILING SHALL BE 861 COMMON d 6' O.C. w PANEL EDGES AND 12' O.C. IN FiELD UN.O. ON 844EARUJALL SCHEDULE. SPAN INDEX SHALL BE 24/0 FOR WALLS AND 24/16 FOR ROOF. FLOOR SHEATHING SHALL BE 3/4' T4G RATED (40/20) SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 861 COMMON Al 6' O.C. ® PANEL EDGES AND 12' 0.C: IN FIELD. SPAN INDEX SHALL BE 40/20 UNLESS NOTED OTHERWISE. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. I,UALL FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN 61104-I A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER 10 THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORR05ION-RESISTA14T FLASH114GS SHALL BE INSTALLED ,4T ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO SE LEAKPROOF, 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITI4 FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO OPENINGS. 3. LINDER 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 70 A WALL OR FLOOR ASSEMBLY OF WOOD CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 1. AT BUILT-IN GUTTERS. my".WINDOWS SHALL BE INSTALLED AND FINISHED i14 ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURR 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 OPENING REQUIRED. BASEMENTS, HABITABLE ATTICS ,AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE 414D RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE REQUIRED IN EACH SLEEPING R0011. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR 70 A YARD OR COURT THAT OPENS t0 A PUBLIC WAY. EXCEPTION: STORM SHELTERS AND BASEMENTS USED ONLY t0 HOUSE MECHA1410AL EQUIPMENT NOT EXCEEDING .4 TOTAL FLOOR AREA OF2008QFT. MN111UM OPENING AREA: ALL EMERGENCY ESCAPE AND RESCUE OPENINGS 81-1ALL HAVE A MIN. NET CLEAR OPENING OF 5.1 SQ. FT. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MIN. 5.0 SQ. FT. MINIMUM OPENING HEIGHT: THE MIN. NET CLEAR OPENINGS HEIGHT 814ALL BE 24 INCHES. MINIMUM OPENING WIDTH: THE MN NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. MAXIMUM SILL HEIGHT: IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERAELE WINDOW OPENING IS LOCATED LESS 744414 24' ABOVE THE FINISHED FLOOR AND GREATER THAN 121N ABOVE THE FINISHED GRADE OR 0714ER SURFACE BELOW 014 THE EXTERIOR OF THE BUILDING, THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4' DIAMETER SPHERE t0 PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. 2. OPERASLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES 14447 COMPLY WITH ASTM F 2090. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION 8312.2.2. SAFETY GLAZING SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS OR AS 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. 81-1OWER AND BATH TUB, HOT TUB, WHIRLPOOL, SAUNA, STEAM ENCLOSURES 5. GLAZING W/ THE EXPOSED EDGE WITHN A 24' ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION 4 BOTTOM EDGE IS LESS THAN 60' ABOVE THE WALKING SURFACE GLAZING GREATER 714AN 9 S.F. AND LESS THAN 18' ABOVE FINISHED FLOOR 6. GLAZING 114 GUARDRAILS 1. GLAZING LESS THAN 18' ABOVE FINISHED FLOOR RE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36' ABOVE 714E PLANE OF THE ADJACENT WALKING PLANNING APPROVEEFACE OF STAIRWAYS, LANDINGS 8ETWEEN FLIGHTS OF STAIRS ,AND RAMPS SI-IALL BE CONSIDERED A HAZARDOUS LOCATION. !► dP4 i No changes -can be made to these plans without approval from the Planning Division of DCD Approved By:_►'-- Date: REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. INSULAT P1018 '=` "_ • GENERAL MAINTAIN I' CLEARANCE ABOVE INSULATION FOR FREE AIR PLOW. INSULATION BAFFLES 70 EXTEND 6' ABOVE BATT INSULATION INSULATION BAFFLES t0 EXTEND 12' ABOVE LOOSE FILL INSULATION INSULATE BEHIND TUBS/SHOWERS, PARTITIONS AND CORNERS FACE -STAPLE FACED BATTS FRICTION -FIT UNPAGED BA778 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 HAVE A FLAME -SPREAD INDEX NOT t0 EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT 70 EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 EXCEPTIONS: 1. WHEN SUCH MATERIAL ARE INSTALLED IN CONCEALED SPACES, TI4E FLAME -SPREAD AND SMOKE-DEVELOPEMENT LIMITATIONS DO NOT APPLY 70 THE FACINGS, PROVIDED THAT THE FACING I8 INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SUACE OF THE CEILING, FLOOR, OR WALL FINISH. 2. CELLULOSE LOOSE -FILL INSULATION, WHICH IS NOT SPRAY APPLIED, COMPLYING WITH THE REQUIREMENTS OF IRC R316. 3. SHALL ONLY SE REQUIRED TO MEET THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. INFILTRATION CONTROL. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, PENETRATIONS M FLOORS, ROOFS AND WALLS AND ALL SIMILAR OPENINGS SHALL 8E SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED CEILING SPACES AND AT EXTERIOR WALLS. GROUND COVER OF 6 MIL (01006') BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER 714E GROUND IN ALL CRAWL SPACES. 744E GROUND COVER SHALL BE OVERLAPPED 12' AT EACH JOiNT AND SHALL EXTEND t0 THE FOUNDATION WALL. INSFECTICNS POSTING OF CERTIFICATE WSEC R4013 A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE GUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED, A UTILITY ROOM, OR AN APPROVED LOCATION INSIDE THE BUILDING. WHEN LOCATED ON AN ELECTRICAL PANEL, THE CERTIFICATE SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABELS. THE CERTIFICATES 8144LL LIST 71-1E PREDOMINANT R -VALUER OF INSULATION INSTALLED 114 OR ON CEILING/ROOF, WALLS, FOUNDATION (5LA8, BELOW -GRADE WALL, AND/OR FLOOR) AND FENESTRATION AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENES7r 4TION, AND 714E RESULTS FROM ANY REQUIRED DUCT SYSTEM A140 BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATES SHALL LIST 144E VALUE COVERING THE LARGEST AREA. THE CERTIFICATES SHALL LIST THE TYPES NAND EFFICIENCIES OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. WHERE A GAS-FIRED UNVENTEO ROOM HEATER, ELECTRIC FURNACE, OR BASEBOARD EL3ECTRIC HEATER IS INSTALLED 114 THE RESIDENCE, 71-1E CERTIFICATES SHALL LIST 'GAS-FIRED UNVENTED ROOM HEATER' 'ELECTRIC FURNACE' OR 'BASEBOARD ELECTRIC HEATER ' 48 APPROPRIATE. AN EFFICIENCY SHALL 8E NOT BE LiSTED FOR GAS-FIRED 'INVENTED ROOM HEATERS, ELECTRIC FURNACES OR ELECTRIC BASEBOARD HEATERS. EXCEPTION: DUCTS OR PORTIONS THEREOF LOCATED COMPLETELY INSIDE 714E BUILDING THERMAL ENVELOPE. DUCTS LOCATED IN CRAWL SPACES DO NOT QUALIFY FOR THIS EXCEPTION. pUCT LEAKAGE TESTING: DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH WSU R3-33, USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED IN 2015 WSEC SEC, R40333. A WRITTEN REPORT OF 71-1E RESULTS SHALL 8E SIGNED BY 714E PARTY CONDUCTING THE TEST AND PROVIDED t0 THE CODE OFFICIAL. BUILDING AIR LEAKAGE TESTING 2015 WSEC SEC. 8402.4 TI4E BUILDING TI-EIR1'1AL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH 714E REQUIREMENTS OF SECTIONS R402,4.1 THROUGH 8402.4.4. 41,° rr D ,,.o.• 2015 UNIFORM PLUMBING CODE SEC. 312.12 STRAINER PLATES ON DRAIN INLETS SHALL BE DESIGNED AND INSTALLED 80 THAT 140 OPENING EXCEEDS 11 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 8Y FOLLOWING THE SERVICE PIPES FROM 714E BOX NTO THE BUILDING. 312.122 METAL COLLARS IN OR ON BUILDINGS WHERE OPENINGS WAVE BEEN MADE 114 WALLS, FLOORS, OR CEILINGS FOR THE PASSAGE OF PiPES, SUCH OPENINGS SHALL BE CLOSED AND PROTECTED `'BY • 714E INSTALLATION OF APPROVED METAL COLLARS SECURELY FASTENED t0 THE ADJOINING STRUCTURE. 312123 TUB WASTE OPENINGS IN FRAMED CONSTRICTION TO CRAWL ;SPACES AT OR BELOW THE FIRST FLOOR. SHALL BE PROTECTED SY 714E INSTALLATION OF APPROVED METAL COLLARS OR METAL. SCREEN SECURELY FASTENED 70 THE ADJOINING STRUCTURE WITI4 NO OPENING EXCEEDING 1/2 OF 414 NCH 114 THE LEAST DIMENSION. IUSEC SECTION R404 8404.1 INTERIOR LIGHTING: A MINIMUM OF 15 PERCENT OF ALL LUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES. LIGHTING 71447 COMPLIES W1714 714E PRESCRIPTIVE INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 IRC INTERIOR STAIRWAYS SHALL BE PROVIDED WITH A14 ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE DldWLDNG WIRING. 714E LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 F007 -CHOLE MEASURED AT 744E CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL t0 CONTROL THE.LIGHT SOURCE WHERE 714E STAIRWAY 14A5 SIX OR MORE RISERS. EXCEPTION: A SWITCH I8 NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGI4TING IS PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC R303.8 iRC EXTERIOR STAIRWAYS 814ALL BE PROVIDED WITH AN ARTIFICIAL LiGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED 41 THE 8077011 LANDING OF 714E STAIRWAY. AND TCI -I inuos PER SEC 8602.6 DRILLING AND NOTCHING OF STUDS SHALL BE 114 ACCORDANCE WITH THE FOLLOWING: 1. NOTCHING. ANY STUD IN 414 EXTERIOR WALL OR BEARING PARTITION SHALL BE PERMITTED 70 BE CUT OR NOTCHED TOA DEPTH NOT EXCEEDING 25% OF ITS WIDTH. STUDS IN NONBEARING PARTITIONS SHALL BE PERMITTED TO BE NOTCHED TO DEPTH 1407 TO EXCEED 40% OF A SINGLE STUD WIDTH. 2. DRILLING. ANY STUD SHALL BE PERMITTED TO BE BORED OR DRILLED, PROVIDED THAT THE DIAMETER OF 714E RESULTING HOLE IS NO MORE THAN 60% OF THE STUD W10714, THE EDGE OF THE HOLE IS 140 MORE THAN °J'e NCH TO THE EDGE OF 744E STUD, AND THE HOLE IS NOT LOCATED IN THE SAME SECTION ASA CUT OR NOTCH. STUDS LOCATED 114 EXTERIOR WALLS OR BEARING PARTITIONS DRILLED OVER 40% AND UP TO 60% SHALL ALSO SE DOUBLED WITH 140 MORE THAN TWO SUCCESSIVE DOUBLED STUDS BORED. SEE FIGURES R602.6(1) AND R6023(2). EXCEPTION: USE OF APPROVED STUD SHOES iS PERMITTED WHERE THEY ARE INSTALLED 114 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATiONS. DRILLING AND NOTCHING OF TOP PLATE. PER SEC 8602.61 WHEN PIPING OR DUCTWORK IS PLACED 114 OR PARTLY IN AN EXTERIOR WALL OR INTERIOR LOAD-BEARING WALL, NECESSITATING CUTTING, DRILLING OR NOTCHING OF TI4E TOP PLATE BY MORE THAN 50 PERCENT OF IT'S WIDTH, A GALVANIZED METAL TIE NOT LESS THAN 0.064 NCH THiCK AND 1-1/2' INCHES WIDE SHALL BE FASTENED ACROSS AND 70 THE PLATE AT EACH SIDE OF THE OPENNG WITI4 NOT LESS 714AN EIGHT 10d NAILS HAVING A MINIi'1UM LENGTH OF 1-1/2' INCHES AT EACH SIDE OR EQUIVALENT. THE METAL TIE MUST EXTEND A MINIMUM OF 6 INCHES PAST THE OPENING. SEE FIGURE R602b.1, EXCEPTION: WHEN 714E ENTIRE SIDE OF 71-1E WALL WITH 714E 1407CI4 OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING. LE COPY Per m� ; , Tb (0- 03-9 Pian nview c.p prova! is subject to errors and omissions. Approval of cons'iruction documents does not authorize the violation of any adopted code or ordinance. Recc!pt of approved Field Copy and conditions is acknowlode d: y Date: .5/z24.4. City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JAN 242011 \LCA w>2 City of Tukwila BUILDING DIVISION bl RECEIVED CITY CSF TUKWILA DEC 01 2016 PERMIT CENTER ALL GLAZING TO 13E IN COMPLIANCE WITH THE 2015 WASHINGTON SLATE ENERGY CODE. GLAZING ti -FACTO._ VERTICAL OVERREAD CEILING VAULTED CEILING FLOOR 028 0.50 R-49 R-38 R-21 R -2I R-38 R-10 z con • z • x U 44 C4 0 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: LS1-1509.2R Date: 10-11-16 N-1 NIH_,AIIO\ fREQUIRE TJ ROOF ATTIC VENT 1 L AT 1 ON CALCULATIONS INTEGRATED 24 1-11R WHOLE 140U5E VENTILATION SThTEM VENTILATION CALCULATIONS 4 REQUIREMENTS AT LEAST 40%4 NOT MORE THAN 50% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. VENTILATION REQUIRED PER SEC. R806.1 - ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSIONS OF 1/16' INCH MINIMUM AND 1/4' INCH MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4' SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16' MINIMUM AND 1/4' MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.1. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR MINIMUM VENT AREA PER SEC. RS062 - THE MINIMUM NET PEE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. VENT AND INSULATION CLEARANCE PER SEC. R806.3 - 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 THE INSULATION AND THE ROOF SHEATHING AND At THE LOCATION OF THE VENT. UPPER ROOF: (AREA 1) 1,994 SQ. FT. OF ATTIC AREA/300 = 6.64 SQ. FT. OF VENTILATION REQUIRED (551 SQ. INCHES) UPPER VENTS : 419 Sq. In. (10 AF50 VENTS) LOWER VENTS ■ 419 Sq. In. 31 EAVE VENTS x 12' PER BLOCK : 312 Sq. In. 3 AF50 VENTS x 50' PER VENT ■ 150 Sq. In. NOTE: UPPER ROOF VENTING PROVIDED BY 1'x10' AF50 ROOF VENTS. (50 $ IN. PER VENT) NOTE: EAVE VENTING PROVIDED BY (4)-2 1/8' DIAMETER 'BIRD HOLES' PER EAVE BLOCK (4)-2 I/8' DIA HOLES : 14.16 Sq. In. w/O MESH NF.A. w/ MESH • 12' Sq. In. PER BLOCK 15'-6' (1 EAVE VENTS) (AREA 1) lee':': AN I CAL HEATING EQUIPMENT, ALL WARM -AIR FURNACES SHALL EE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED TO LISTED SPECIFICATIONS. NO WARM -AIR FURNACES SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURVACE, ENCLOSED FURNACES AN ELECTRIC HEATING FURNACES. LIQUEFIED PETROLEUM GAS -BURNING APPLIANCES SHALL NOT 8E INSTALLED IN A PIT. BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GAS MIGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED IN 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 IN A GARAGE AND WHICH GENERATES A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18' 4.80VE THE FLOOR LEVEL. TEMPERATURE CONTROL THE PRIMARY SPACE CONDITIONING SYSTEM WITHIN EACH DWELLING UNIT SHALL SE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE WSEC SEC. 403.11 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 OP ITS LISTING, MFR'S INSTALLATION INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. A TYPE L VENTNG SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE THE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' OF THE VENT. UTILITY ROOM NOTES/MAKE UP AIR 1. WHEN THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF TI -4E 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 DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER AN OPENING HAVING 414 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. a 100661 INCH 'TRANSFER GRILL PER IRC G2439A (614.6) TED 24 = , w VENTILATION SYSTEM. BEC. AS AMENDED BY WASHINGTON STATE L. r/ MI501.1 GENERAL WHERE LOCAL EXHAUST OR WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS ,AND EQUIPMENT SHALL BE DESIGNED N ACCORDANCE WITH THIS SECTION. 1115012 RECIRCULATION OF AIR, EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WTI -11N A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL 8E EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO 414 ATTIC, CRAWL SPACE OR OTHER AREAS OF THE BUILDING. 1115013 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS MI5013.1 THROUGH MI50133. MI5013.1 SYSTEM DESIGN EACH DWELLING UNIT OR GUESTROOM SHALL BE EQUIPPED WITH A VENTILATION SYSTEM COMPLYING WITH SECTION M15013.4, M150135, MI5013.6 OR M150136.1. COMPLIANCE IS ALSO PERMITTED TO BE DEMONSTRATED TI4ROUGH COMPLIANCE WITH THE INTERNATIONAL MECHANICAL CODE OR ASHRAE STANDARD 622. M150132 CONTROL AND OPERATION 1. LOCATION OF CONTROLS. CONTROLS FOR ALL VENTILATION SYSTEMS SHALL BE READILY ACCESSIBLE BY THE OCCUPANT. 2. INSTRUCTIONS. OPERATING INSTRUCTIONS FOR WHOLE -HOUSE VENTILATION SYSTEMS SHALL BE PROVIDED TO THE OCCUPANT SY THE INSTALLER OF THE SYSTEM. 3. LOCAL EXHAUST SYSTEMS. LOCAL EXHAUST SYSTEMS SHALL BE CONTROLLED SY MANUAL SWITCHES, DEI-IUMIDISTATS, TIMERS, OR OTHER APPROVED MEANS. 4. CONTINU:OUSWHIOLE■HOUSE VENTILATION SYSTEMS. CONTINUOUS WHOLE -HOUSE VENTILATIONS SYSTEMS? SHALL OPERATE CONTINUOUSLY AND SE EQUIPPED WITH AN OVERRIDE CONTROL. A 'FAN ON' SWITCH SHALL BE PERMITTED AS AN OVERRIDE CONTROL. CONTROLS SHALL SE CAPABLE OF OPERATING THE VETILATION SYSSTEM WITHOUT ENERGIZING OTHER ENERG-CONSUMING APPLIANCES. A CLEARLY VISIBLE LABEL SHALL SE 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 SHA -L HAVE CONTROLS CAPABLE OF OPERATING THE EXHAUST FA145, FORCED -AIR SYSTEM FANS, OR SUPPLY FANS WITHOUT ENERGIZING OTHER ENERGY -CONSUMING APPLIANCES. 53. 5.3 THE .SYSTEM SHALL 15E DESIGNED SO THAT IT CAN OPERATE AUTOMATICALLY BASED ON THE TYPE OF CONTROL TIMER INSTALLED. 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 BE SET TO OPERATE THE WHOLE -HOUSE FAN ACCORDING TO THE SCHEDULE USED TO CALCULATE THE WHOLE -HOUSE FAN SIZING. 5.8 A LABEL SHALL ME AFFIXED TO THE CONTROL THAT READS 'WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS).' 1115013.21 OPERATING INSTRUCTIONS INSTALLERS SHALL PROVIDE THE MANUFACTURER'S INSTALLATION, OPERATING INSTRUCTIONS, AND A WHOLE -HOUSE VENTILATION SYSTEM OPERATION DESCRIPTION. MI50133 MECHANICAL VENTILATION RATE THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM SHALL PROVIDE OUTDOOR AIR TO EACH DWELLING UNIT AT A CONTINUOUS RATE OF NOT LESS THAN THAT DETERMINED IN ACCORDANCE WITH TABLE MI50133(1). EXCEPTION: THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM IS PERMITTED TO OPERATE INTERMITTENTLY WHERE THE SYSTEM HAS CONTROLS THAT ENABLE OPERATION FOR NOT LESS THAN 25 PERCENT OF EACH 4-14OUR SEGMENT AND THE VENTILATION RATE PRESCRIBED IN TABLE M150133(1) IS MULTIPLIED BY THE FACTOR DETERMINED IN ACCORDANCE WITH TABLE M1501.33(2). MI501.3.5 WHOLE -HOUSE VENTILATION INTEGRATED WITH A FORGED -AIR SYSTEM. THIS SECTION ESTABLISHES MINIMUM PRESCRIPTIVE REQUIREMENTS FOR WHOLE -HOUSE VENTILATION SYSTEMS INTEGRATED WITH FORCED -AIR VENTILATION SYSTEMS. A SYSTEM WHICH MEETS ALL THE REQUIREMENTS OF 11415 SECTION SHALL SE DEEMED TO SATISFY THE REQUIREMENTS FOR A WHOLE -HOUSE VENTILATION SYSTEM. 1115013.5.1 INTEGRATED WHOLE -HOUSE VENTILATION SYSTEMS. INTEGRATED WHOLE -HOUSE VENTILATION SYSTEMS SHALL PROVIDE OUTDOOR AIR At THE RATE CALCULATED USING SECTION M150133. INTEGRATED FORCED -AIR VENTILATION SYSTEMS SHALL DISTRIBUTE OUTDOOR AIR TO EACH HABITABLE SPACE THROUGH THE FORCED -AIR SYSTEM DUCTS. INTEGRATED FORCE -AIR VENTILATION SYSTEMS SHALL HAVE AN OUTDOOR AIR INLET DUCT CONNECTING A TERMINAL ELEMENT 014 THE OUTSIDE OF THE BUILDING TO THE RETURN AIR PLENUM OF THE FORCED -AIR SYSTEM, AT A POINT WITHIN 4 Ft UPSTREAM OF THE AIR HANDLER THE OUTDOOR AIR INLET DUCT CONNECTION TO THE RETURN AIR STREAM SHALL BE LOCATED UPSTREAM OF TI4E FORGED -AIR SYSTEM BLOWER AND SHALL NOT BE CONNECTED DIRECTLY INTO A FURNACE CABINET TO PREVENT THERMAL SHOCK TO THE HEAT EXCHANGER THE SYSTEM WILL BE EQUIPPED WITH A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC VENTILATION CONTROL AS SPECIFIED IN SECTION M1501.32. THE REQUIRED FLOW RATE SHALL BE VERIFIED BY FIELD TESTING WITH A FLOW 14000 OR A FLOW MEASURING STATION. MI5013,52 VENTILATION DUCT INSULATION. ALL SUPPLY DUCTS IN THE CONDITIONED SPACE SHALL BE INSULATED TO A MINIMUM R-4. MI5013.53 OUTDOOR AIR INLETS. INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR 01 -ER MATERIAL. OUTDOOR AIR INLETS SHALL EE LOCATED SO AS NOT TO TAKE AIR PROM THE FOLLOWING AFEA8: 1 CLOSER THAN 10 FT FROM AN APPLIANCE VENT OUTLET, UNLESS SUCH VENT OUTLET IS 3Ft ABOVE THE OUTDOOR AIR INLET. 2. WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS. 3..A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROCM OR SPACE HAVING ANY FUEL-BU1R4ING APPLIANCES THEREN. 5. CLOSER THAN 10 FT FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM UNLESS THE VENT OPENING IS AT LEAST 3 FT ABOVE THE AIR INLET. 6. ATTIC, CRAWL SPACES, OR GARAGES. 111501.4 LOCAL EXHAUST LOCAL EXHAUST 514ALL BE PROVIDED IN EACH KITCHEN, BATHROOM, WATER CLOSET, LAUNDRY ROOM, INDOOR SWIMMING POOL, SPA, AND OTHER ROOMS WHERE WATER VAPOR OR COOKING ODOR I8 PRODUCED. LOCAL EXHAUST SYSTEMS SHALL SE DESIGNED TO HAVE A CAPACITY TO EXHAUST THE MINIMUM AIR FLOW RATE DETERMINED N ACCORDANCE WITH TABLE M1501.4. T SEC. M1501 M1501.4.1 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 cfm At 025 INCHES WATER GAUGE FOR KITCHENS. MANUFACTURERS' FAN FLOW RATINGS SHALL BE DETERMINED AS PER 44V1 516 (APRIL 1555) OR AMCA 210. EXCEPTION: WHERE A RANGE HOOD OR DOWN DRAFT EXHAUST FAN 15 USED TO SATISFY TI -IE LOCAL EXHAUST REQUIREMENTS FOR KITCHENS, THE RANGE 14000 OR DOWN DRAFT EXHAUST SHALL 140? BE LESS THAN 100 cf ii AT 0.10 INCHES WATER GAUGE. 111501.42 LOCAL EXHAUST CONTROLS LOCAL EXHAUST SYSTEMS SHALL 8E CONTROLLED BY MANUAL SWITCHES, DEHUMIDISTATS, TIMERS, OR OTHER APPROVED MEANS. LOCAL EXHAUST SYSTEM CONTROLS SHALL SE READILY ACCESSIBLE. _ ,83(1) COW MOLE VENTILATICN SYSTEM AIRPLali RATE MECC"L&NICAL IREMENTS. 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 50 105 120 4,501-6,000 15 90 105 120 135 6,000-1,500 90 105 120 135 150 >1,500 105 120 135 150 165 133(2) INTEMIITTENT 010LE WCXI8E MECI-MICAL AENT FACTORS RUN-TIME % IN EACH 4 -HOUR SEGMENT 28% 33% 50% 66% 15% I00% FACTOR 4 3 2 1.5 1.3 10 .4 MIN Pe2.11 -; L.OCAL EX4ALIST RATE8 AND -FAMILY Duminsrse AREA TO BE EXHAUSTED EXHAUST RATES KITCHENS 100 cfm INTERMITTENT OR 25 din CONTINUOUS BATHROOMS -TOILET RMSMECHANICAL LAUNDRY ROOMS INDOOR SWIMMING POOLS 4 SPAS EXHAUST CAPACITY OF 50 cfm INTERMITTENT OR 20 cfm CONTINUOUS 20181 =... ''Y CODE CalPLIANZE 2015 WSEC: 3.5 ENERGY CREDITS REQUIRED PER TABLE 406.2 ENERGY CREDIT OPTIONS: (la, 3a, 5a, 5c ■ 35 CREDITS) la - EFFICIENT BUILDING ENVELOPE (05 CREDIT) PRESCRIPTIVE COMPLIANCE IS BASE ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: - VERTICAL FENESTRATION U=0.28 - FLOOR R-38 - 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 R402.14: REDUCE THE TOTAL UA SY 5%. 3a - HIGH EFFICIENCY HVAC EQUIPMENT (1.0 CREDIT) - GAS, PROPANE OR OIL -FIRED FURNACE WITH MINIMUM AFUE OF 54%, 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 TI -IE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. 5a - EFFICIENT WATER HEATING (0.5 CREDIT) - ALL Sl-IOWERI-EAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE 514ALL BE RATED AT 1.15 GPM OR LESS. - ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 10 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 SHOWERI4EADS, KITCHEN SINK FAUCETS, AND OTHER LAVATORY FAUCETS. 5c - EFFICIENT WATER HEATING (15 CREDITS) WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: - GAS, PROPANE OR OIL WATER HEATER WITH MINIMUM EF OF 091 OR - SOLAR WATER HEATING SUPPLEMENTING A MINIMUM STANDARD WATER HEATER SOLAR WATER HEATING WILL PROVIDE A RATED MINIMUM SAVINGS OF 85 THERMS OR 2000 kWh BASED ON THE SOLAR RATING AND CERTIFICATION CORPORATION (SRCC) ANNUAL PERFORMANCE OF 0G-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 THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND 11-4E MINIMUM EQUIPMENT EFFICIENCY AND, FOR SOLAR WATER HEATING SYSTEMS, THE CALCULATION OF THE MINIMUM ENERGY SAVINGS. REVIEWED FOR CODE COMPLIANCE APPROVED 'JAN 2 4 2017 City of Tukwila BUILDING DIVISION DI RECEIVED CITY OF TUKWILA DEC 012016 PERMIT CENTER z on w •-44 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: LS1-1509-2R Date: 10-11-16 N-2 MATHER RE ISTANT SSHEATHIN6 ORRSUBS RATE FINISH SIDIN6 SSM TRIM FLASHING WITH 3" MIN. VERTICAL. LEE, HORIZONTAL. 1•4000 TRIM OR I Z. TRIM ATT NCS/UJOOL7 STUDS N.T.S. 2x6 EXTERIOR WALL 1/I6' PLY OR OSB SHEATHING, TYP. SIDING PER ELEVATIONS OVER VAPOR BARRIER, PRE -FINISHED CONTINUOUS SINEETMETAL FLASHING, TYP. COMP. ROOFING OVER VAPOR BARRIER ATOP 1/I6' PLY OR OSB SHEATHING, TYP. TRUSS OR RAFTER PER PLAN x o: TO UJAI-1. Pi -AST -f ING N.T3. • MASONRY VENEER - GENERAL NOTES PER SEC. 8103.8 ANCHORED STONE AND MASONRY VENEER SHALL SE INSTALLED IN ACCORDANCE WITH THIS CHAPTER, TABLE R1033(1) AND FIGURE 5103.8. MAXIMUM THICKNESS 4 INCHE6 4 20 FEET HIGH SDC D0 4 D1 MAXIMUM 4 INCHES THICK 4 MUST HAVE WALL BRACING SDC D2 MAXIMUM 3 INCHES THICK 4 MUST HAVE WALL BRACING MASONRY VENEER SHALL NOT SUPPORT AMY 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 INCHES 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 R103.1. .' \\\\\\\\\\\�\\ �\\\, \\\m \% \\\\\\\IIIIMM \\ \\\\\\\\� _ ii i\\\\�"\ . o\ \\\\�% . AV \\\\�� % lik % \\��\\\\\ \\\\\\\\ \\\\\\tee\\\\\\\ \\\\ / \\\\\�\\\\� \\\�\ REAR ELE\IATION LT ELEVATION 1i4°=1,—o.. ROOF DRIP EDGES PER SEC. 89052.85 PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MIN. 2' OVERLAP 12 RIGHT ELEVATION 12X24 VENT SHAKE SIDING 5/4x8 BARGE BOARD 1x3 RAKE TRIM COMPOSITION ROOFING 5/4x8 FASCIA W/ CONT. GUTTER 6' EXP. LAP SIDING ALL SIDES 8' SQ. COL. ON 18' SQ. BOX BASE GRADE TO SLOPE AMY FROM FOUNDATION A MIN. OF 6" WITHIN THE FIRST 10' FRONT ELEVATION REVIEWED FOR CODE COMPLIANCE APPROVED JAN 24 2017 • City of Tukwila BUILDING DIVISION TYP PER SIDE IF SITE REQUIRES RECEIVED CITY OF TUKWILA DEC 01 2016 PERMIT CENTER HOUSE NUMBERS TO BE VISIBLE 4 EGIBLE WITTRASTING A • s,>•� -iMETHE STREET D t ,^R SHALL BE MIN. HI��'TROKE WIDTH OF /2' a,. SE19.1 °` -cin 6ai w'. 0. w°° sr - P v.y ; co =Ell z is 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: LS1-1509-2R Date: 10-11-16 1 4' 0 SCHED. 40 STL. BOLLARD 4-3/8'X3' ANCHOR BOLTS (SIMPSON TITAN HD OR EQ) 4' CONCRETE SLAB 35'-0' /1'-10' 14'-1 20'-4' 3'-9 4'-6' 5'-11' 1'-101' 12'-1' 5'-0' 2'- 6'-4 6'-2i' - LA DING - 5/0x4/0 XO 9 \-\ NAT. UB HOSE BIBS DECK COMPOSITE DECKIN( P ANEL-S -FOR-LANK ACCESS Zitv Sl Crl 0 i i 5/0-X 0x66/0 -XO SG PAM ILY ROOM HARD WOOD MFG. NAT. GAS METAL FIREPLACE INSTALL PER MFR SPECS. PROVIDE 6' SQ. IN. OUTSIDE AIR 14'-9 2' - ta EGRESS MASTER 13EDROOI" I CARPET 3'-10' PLANT //%//i) !/i/,%/ili/7 is ii//7 /Viii%/:/ / /i/ t - m MASTER 13ATH VINYL 6'-2' 110V S.D. 8'-1' J 1 Alit- IN CLOSET J NI A an LEDGE - ABOVE ;i DINING ROOM HARD WOOD 10'-2' BAA VAULTED ', CEILING- LINE ) Wt\v SI p/W cn • SIDE VIEW VEWICLE IMPACT 13ARRIER DETAIL • 1tITCHEN HARD WOOD 0RAdsl 100C i Felt Int 0001 /i 4 V,1' .0 - PANTRY 5'-6' 5/0x4 0 XO COVERED PORCH 11'-0' S.G. /1/0x 4/0 FX N i i .:. :11'.:ef,;i1;Z;i1.54/// HAW. •XHARD \ 3'-4 10 8D. 2'-9' BEDROOM 2 CARPET 4'-9, 6'-9' 1- il • VIN is i W W.HF E.- i i i x BEDROOM 3 CARPET i/iiiiiiiiii/-iiiaiiiaiiiiii/iii%„/ r�/ii//aiai�ii Zim 60'X36' STEP/ LANDING 0h' 2'-3' 134:' MIN. SOLID CORE SELF CLOSING DOOR WOOD,STEEL OR 20 MIN. RATED 5 AHIC IEERIMP4CT 1 "�/ I 12'-1' 1 �22' x 30' ATTIC ACCESS HR asses USE 1/2' TYPE 'X' GM ON ALL WARM AND STS .ICTURAL WALLS. (1) LAYER 5/8' TYPE 'X' ON CEILINGS. WRAP ALL EXPOSED POSTS AND BEAMS IN 1/2' TYPE 'X' GWB NO DUCT OPENINGS IN GARAGE. DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. 9'-6' 16/0x//0 O.H. DOOR 9'-6' WALL MOUNTED AEOTATRSYSTEM (ENERGY FACTOR=0.91) HOSE 8155 PLUE 18 AWG TRACER METAL W4UTER SERVICE PIPING PER UPC 6049 5'-0' 19'-0' 351-0' MAIN FLOOR PLAN /4" = I'-0" MAIN FLOOR FRONT PORCH 1,EGK IO41 S. T. 556 50. FT. tItO 50. T. I-5 S. T. N GENERAL NOTES: 1. ALL WORK TO BE IN CONFORMANCE WITH 2015 IRC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER WALLS TO BE WATERPROOF TO MINIMUM 12' ABOVE DRAIN. 6. SHOWERHEADS 4 KITCHEN FAUCET TO BE LIMITED TO MAXIMUM 1.15 G.P.M. FLOW. ALL OTHER LAVATORY FAUCETS TO BE LIMITED t0 MAXIMUM 1.0 GPM 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 5E SAFETY GLASS S. SMOKE ALARMS - TO SE INSTALLED PER SEC R314.3 IN THE FOLLOWING LOCATIONS: IN EACH SLEEPING ROOMS, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS, AND ALARMS TO BE INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY FROM A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER ALARMS TO BE INTERCONNECTED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. ARM -CARBON MONOXIDE COMBO. VED CARBON MONOXIDE ALARM SHALL LLED ON E OOR 4 OUTSIDE OF EPING Abp A I THE IMMEDIATE VICINITY 1,31 S. PER 2015 IRC 4 WA. STATE �C 8315. 11. Imo' ,BATE ALL WATER PIPES PER UPC SEC 312.6 MINIMUM R-4 INSULATION 12. ALL DUCTS 4 EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL SE INSULATED TO A MINIMUM OF R-8 PER WSEC 84033.1. DUCTS WITHIN A CONCRETE SLAB OR IN THE GROUND SHALL 5E INSULATED TO R-10 WITH INSULATION DESIGNED TO BE USED BELOW GRADE. 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. PER 830352. 14. GAS PIPING IS TO BE PROTECTED PER 62415.1. WHERE PIPING IS INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING IS LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMING MEMBER FACE TO WHICH WALL, CEILING OR FLOOR MEMBRANES WILL BE ATTACHED, THE PIPE SHALL BE PROTECTED BY SHIELD PLATES TI -IAT COVER THE WIDTH OF THE PIPE AND THE FRAMING MEMBER AND THAT EXTEND NOT LESS THAN 4 INCHES TO EACH SIDE OF THE FRAMING MEMBER. WHERE THE FRAMING MEMBER THAT THE PIPING PASSES THROUGH IS A BOTTOM PLATE, BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE SHIELD PLATES SHALL COVER THE FRAMING MEMBER AND EXTEND NOT LESS THAN 4 INCHES ABOVE THE BOTTOM FRAMING MEMBER AND NOT LE66 THAN 4 INCHES BELOW THE TOP FRAMING MEMBER 15. ATTIC 4 CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATI-IERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 16. WHOLE HOUSE VENTILATION 24 44R TIMER, READILY ACCESSIBLE 4 WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE 1 -LOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) 11. PRYER DUCT SPECIFIED LENGTH PER SEC M1502,4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET(10.668mm) FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL 5E REDUCED IN ACCORDANCE WITH THE TABLE M15024.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 18. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SHALL 5E INSULATED 5Y COMPLETELY FILLING THE CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE OF R-3 PER INCH MINIMUM PER 2015 WSEC TABLE R402.4.1.1. 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 SHALL 8E IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FEET OF TI -IE EXHAUST DUCT CONNECTION. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL SE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR MEANS. • 100 SQ INCH TRANSFER GRILL WI -TOLE 1-1OUSE VENTILATION: INTEGRATED: INTEGRATED WITH FURNACE SEE SHEET 14-2 FOR REQUIREMENTS. *REFER TO SHEET 14-2 TABLE I50133(1) 4 150133(2) FOR FAN SIZING AND RJN TIMES FURNACE TO NAVE A DUCT FOR OUTSIDE AIR, MOTORIZED DAMPER WITH TIMER AND CONTROLS ARE TO BE ADDED FOR THE REQUIRED FRESH' AIR EXCHANGE., REVIEWED FOR CODE COMPLIANCE a PPROVED 1 JAN 2 4 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 012015 PERMIT CENTER z' w •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: LS1-1509-2R'' Date: 10-11-16 2X8 PT LEDGER UJ/ 3 ROWS 16d08'0C. LUS210 HANGERS LSTA24 RIM TO RIM FOUNDATION NOTES: 1. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. 35'-0' 14'-'i CANTILEVER 20'-4 2. ALL WOOD IN CONTACT WITH CONCRETE TO SE PRESSURE TREATED. 3. ALL BEAMS TO BE 4x10 DFL 02 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA. x S' CONC. PADS UNLESS NOTED OTHERWISE. 4. ALL POSTS TO BE ANCHORED AGAINST LATERAL MOVEMENT. 5. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. 6. FLOOR JOISTS SHOULD 8E SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKING OR 8Y ANOTHER APPROVED METHOD. 1. PROVIDE MINIMUM 18'-24' CRAWL ACCESS. *CRAWL ACCESS HATCHER OR DOORS SHALL BE WEATNERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 8. PROVIDE CRAWL SPACE VENTILATION PER IRC SECTION R408. =FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. 9. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER 10.PREVENT WOOD TO CONC. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. INDICATES 'SIMPSON' HOLDDOU 4. SEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE 4 SPACING (SHT 81.0). T X8 1 4X 1=1 8 X18OX13 ANK • S SS ,__ n 2X10 WF2 JST. a 16' O.C. UJ/ R-3 HIGH DENSITY 11'-8' INSULA ION - 111 -8' - DBL JST DBL JST In 2.0 2X10 1-1F2 JST. * 16' 0C. W/ R-38 HIGH DENSITY INSULATION 1 CCE -58 DBL JST IDSL JST LUR210 HANGERS 1 CRAWL -SPACE 6 MIL VISQUEEN VAPOR BARRI THROUGHOUT CRAWLSPACE LAP SPLICES 12'. (BLACK) 11'-8' 11'-8' 11'-8' 1 7 2X10 14F2 JST. 0 16' 0.C. W/ R-38 NIGH DENSITY INSULATION ONC. SLAB OVER 4' COMPACT AND AND GRAVEL BASE SLOPE 3' TO DOORS w �pOHC. 8 'o_ O<�"'4 G A 7 p a B ACT L CONT. PM. TOP PLATE �i�6x6 P.T. POST W/ PB BASE ON 24'x24'x12' CONCRETE FTG. 11'-0' 5'-0' SIM 8' STEM WALL AT GARAGE FRONT WALL CONT. FTG. 16'-3' ROOF FRAMING NOTES: 1. ALL HEADERS TO BE 4x8 DP M2, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED W/R-I0 RIGID INSULATION. 2. ALL OTHER TRUSSES: • SHALL CARRY MANUFACTURERS STAMP. • SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON SITE FOR FRAME INSPECTION. = SHALL 8E INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS. 3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS AT A MINIMUM OF 22'x30' PER IRC SEC. RS01.1. •ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 5. PROVIDE ATTIC VENTILATION PER IRC SEC. R806. ALL FRAMING TO COMPLY WITH IRC SEC R802. 6. REFER TO SHEAR WALL SCHEDULE. ROOF OVERFRAME NOTES: IRC SEC 88023 1. RAFTERS SHALL 8E FRAMED TO 2x RIDGE BOARD PER PLAN. RIDGE BOARD SHALL NOT 8E LESS IN DEPTH THAN THE CUT END OF THE RAFTER. AT ALL VALLEYS AND HIPS THERE SHALL 8E A 2x VALLEY OR 1 -HP RAFTER AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER (FULL COVERAGE AT RIDGE, HIPS AND VALLEYS). 4X12 (4) 2xG MFG TRUSSES 5/12 24' O.C. 5/12 DSC2 GIRDER TO TOP PLATE 2X8 ATOP 8' WALL POR PLANT LEDGE (SHADED AREA) °` rso q O 191-0' 35'-0' R -I0 RIGIP INSULATION 40 IO(SHAPEDARE� L OP WALL KING STUD EXTERIOR PLYWOOD TRIMMER AS/INSULATION 17ETAIL NTS OUNT ON FLAN RTHD EDGE DISTANCE 1-1/2' MIN BUILDER TO DETERMINE IF STHD OR STI4D/RJ IS APPROPRIATE. VENTILATION CRAWL SPACE VENTILATION TOTAL NET FREE AREA REQ'D 1509/150 = 10.06 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION 21 VENTS REQt LANDING AT 'EXIT' DOOR NOT TO 8E LOWER THAN 15 INCHES FROM TOP OF THRESHOLD. (R311.4.3) USE 3'x3'x1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS LSTA30 - HDR 4 SILL TO 3x BLOCKING: (TYP. 2 PLACES) 6X6 PT POST W/ EPC CAP 4P8 EASE Nl TART OF VAULT 4X10 r- 5 5 , X9 8 6X6 PT POST W/ PC CAP 4195 BASE 14T520 GIRDER TO BEAM ROOF VENTILATION CALCULATIONS 4 REQUIREMENTS AT LEAST 40%4 NOT MORE THAN 50% OF REQUIRED VENTS SHALL 8E IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. VENTILATION REQUIRED PER SEC. 8806.1 - ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS 514ALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE SY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSIONS OF 1/16' INCH MINIMUM AND 1/4' INCH MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4' SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16' MINIMUM AND 1/4' MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS 914ALL CONFORM TO THE REQUIREMENTS OF SECTION R802.1. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR MINIMUM VENT AREA FER SEC. 88062 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 OF THE AREA OF 114E 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 8E PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. SEE SWEET N2 FOR ROOF VENTILATION CALCULATIONS AND LOCATIONS IM 5) 2x4 x/12 REVIEVVtU r'0 CODE COMPLIAN E APPROVED �1 JAN 2 4 2017 City of Tukwila BUILDING DIVISN 4X12 MFG TRUSSES • 24' 0C. ROOF FRAMING PLAN va•,rw• RECEIVED CITY OF TUKWILA 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 L_ . ' OR AL ', ESSIVE STUDS. OTCH z w •z a 162 - a1• ❖ z; g 4. E ' O 0: c• l cz b- 0 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: LS1-1509-2R Date: 10-11-1(0 3 MAIN FLOOR LTRAL PLAN REVIEWED FOR CODE COMPLIANCE APPROVED ,JAN 24 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 012016 PERMIT CENTER ELECTRICAL KEY OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VTOS) 4 LIGHT `iIJ r COMBO SMOKE ALARM - CARSON MONO. DET. 110 V U!/ BATTERY BACKUP CABLE T.V. JACK PHONE UNDER COUNTER LIGHTS GAS OUTLET HOSE 51 Z - o04 Cel 14 co imk • z 6-1 <14 to 0.1 zzy� a 0 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: LS1-1509-2R Date: I0-11-16 FIRE BLOCKING AND DRAFTSTOPPING: PER SECTION 8302.11 * R302.12 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: A. VERTICALLY AT THE CEILING 4 FLOOR LEVELS B. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0' 2. AT ALL INTERCONNCECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR At SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES AT STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOASED SPACES UNDER STAIRS SHALL COMPLY WITH SEC. R302.1. 4. A'1' 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. APPROVED TRUSSES e 24' O.C. GIRDER TRUSS 2x6 OVERFRAMING 0 24' O.C. UJ/ IN 36" AF50 ROOF VENTS (50 5Q. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING 2xS FASCIA BOARD t/16" LP FLAMEBLOCK FIRE - RATED O55 SHEATHING WATER BARRIER 2x6 STUDS a 16' O.C. UJ/ R-21 FIBERGLASS INS. EXTERIOR EXTERIOR FACING 5/S' TYPE "X' GWB APPLIED VERTICALLY AND NAILED TO STUDS W/ MIN. 1 1/S' DRYWALL NAILS OR CODE COMPLIANT SCREWS. SPACED S" O.C. WALLBOARD JOINTS MUST SE COVERED UJ/ TAPE AND JOINT COMPOUND, AND FASTENER 1-1EADS COVERED UJ/ JOINT COMPOUND. 51/2" THICK, NOMINAL 2.5 PCF DENSITY UNPAGED MINERAL FIBER !BATT INSULATION, FRICTION FIT BETWEEN WOOD STUDS INTERIOR 16' 2x6 STUDS ' 16" O.C. 5/83" TYPE "X" GWB APPLIED VERTICALLY AND NAILED TO STUDS W/ MIN. 1 1/S" DRYWALL NAILS OR CODE COMPLIANT SCREWS. SPACED S' O.C. WALLBOARD JOINTS MUST BE COVERED UJ/ TAPE AND JOINT COMPOUND, AND FASTENER HEADS COVERED W/ JOINT COMPOUND. DESIGN: INTERTEK LPB/WA 60-01 EAVES 4 WALL WITHIN 5'-0" OF PROPERTY LINE PER IRC 302 4 TABLE R302.1 DOUR MIN. 1/16" CATAGORY LP FLAMEBLOCK W/ PYROTITE SURFACE FACING OUT EXTERIOR FACING 1. FUSER BER 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 5ID LNG NO SCALE MIN. 6.Xe. PT POST 1/16' LP FLAMEBLOCK FIRE - RATED 055 SHEATHING 545' TYPE 'O X'' GYP 5HT'G SIDING OR TRIM PER PLAN POST DETAILgFOR STRUCTURES FROM 5' LINE W/ IN 36' NO 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 -0' OF PROPERTY L INE 2x8 RIDGE ATTIC VENTILATION AT LEAST 40% 4 NOT MORE THAN 50% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATE ROOF SPACE (NO MORE THAN 3' BELOW THE RI HIGHEST POINT) WITH THE BALANCE OFjf IRED VENTILATION PROVIDED BY EAVES et \\\ SITION 24/0 PL ALL eat FLATO BE MIN. 26 GA GALV. ROOF,DRIP EDGES PER SEC. 89052.8,5 PROVIDE. DRIP EDGE AT EAVES 4 GABLES W/ A MIN. 2' OV!RLAP. 12 2x8 RIDGE 2x6 OVERFRAMING 0 24' O.C. GIRDER TRUSS APPROVED TRUSSES 24' 0.C. APPROVED TRUSSES 0 24' O.C. GASAGE 5EDIROOM i3EPROOM MASTER BEC)ROON1 4' CONC. SLAB W/ 6 MIL. VAPOR BARRIER OVER 4' COMPACT SAND AND GRAVEL BASE SLOPE. 3' TO DOORS FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) TYP. INT. WALL (2)2x4 TOP IE 2x4 STUD 0 16' O.C. 1/2' GM EA. SIDE 2x4 BOT. E 2x SCREENED EAVE VENT BLOCKS W/(4) 21/8' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE 1' MIN. AIR SPACE. STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IP DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/S INCH TO FACE OF STUD. FINISHED GRADE TYPICAL EXTERIOR WALL: (2)2x6 TOP PLATES 2x6 STUDS 0 16' O.C. 2x6 BOTTOM PLATE 1/2' SHT'G (APA RATED 24/0) AIR BARRIER EXTERIOR SIDING PER ELEV. R-21 INSULATION W/ CONT. VAPOR BARRIER (WARM SIDE) 1/2' GYP. BD C,RAIN-SPACE II R-38 NIGH DENSITY INSULATION 0 FLOOR 6 MIL VISQUEEN VAPOR BARRIER THROUGHOUT LSPACE. SPLICES 12' 111 TIGHTLINE FOUNDATION DRAIN: 4' DIA. PERF. PIPE PEA GRAVEL FILL WRAP W/ FILTER FABRIC 51.)11.1:3)1N6 SECTION! REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 4 2017 RECEIVED CITY OF TUKWILA DEC 012015 PERMIT CENTER 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: LS1-1509-2R Date: 10-11-16 5 .•..• •4' . • t••.. : •. • .. : ♦ \ ,A • : : / ... ,, ,:; ; MIN. 6.Xe. PT POST 1/16' LP FLAMEBLOCK FIRE - RATED 055 SHEATHING 545' TYPE 'O X'' GYP 5HT'G SIDING OR TRIM PER PLAN POST DETAILgFOR STRUCTURES FROM 5' LINE W/ IN 36' NO 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 -0' OF PROPERTY L INE 2x8 RIDGE ATTIC VENTILATION AT LEAST 40% 4 NOT MORE THAN 50% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATE ROOF SPACE (NO MORE THAN 3' BELOW THE RI HIGHEST POINT) WITH THE BALANCE OFjf IRED VENTILATION PROVIDED BY EAVES et \\\ SITION 24/0 PL ALL eat FLATO BE MIN. 26 GA GALV. ROOF,DRIP EDGES PER SEC. 89052.8,5 PROVIDE. DRIP EDGE AT EAVES 4 GABLES W/ A MIN. 2' OV!RLAP. 12 2x8 RIDGE 2x6 OVERFRAMING 0 24' O.C. GIRDER TRUSS APPROVED TRUSSES 24' 0.C. APPROVED TRUSSES 0 24' O.C. GASAGE 5EDIROOM i3EPROOM MASTER BEC)ROON1 4' CONC. SLAB W/ 6 MIL. VAPOR BARRIER OVER 4' COMPACT SAND AND GRAVEL BASE SLOPE. 3' TO DOORS FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUB-FLR GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) TYP. INT. WALL (2)2x4 TOP IE 2x4 STUD 0 16' O.C. 1/2' GM EA. SIDE 2x4 BOT. E 2x SCREENED EAVE VENT BLOCKS W/(4) 21/8' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE 1' MIN. AIR SPACE. STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IP DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/S INCH TO FACE OF STUD. FINISHED GRADE TYPICAL EXTERIOR WALL: (2)2x6 TOP PLATES 2x6 STUDS 0 16' O.C. 2x6 BOTTOM PLATE 1/2' SHT'G (APA RATED 24/0) AIR BARRIER EXTERIOR SIDING PER ELEV. R-21 INSULATION W/ CONT. VAPOR BARRIER (WARM SIDE) 1/2' GYP. BD C,RAIN-SPACE II R-38 NIGH DENSITY INSULATION 0 FLOOR 6 MIL VISQUEEN VAPOR BARRIER THROUGHOUT LSPACE. SPLICES 12' 111 TIGHTLINE FOUNDATION DRAIN: 4' DIA. PERF. PIPE PEA GRAVEL FILL WRAP W/ FILTER FABRIC 51.)11.1:3)1N6 SECTION! REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 4 2017 RECEIVED CITY OF TUKWILA DEC 012015 PERMIT CENTER 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: LS1-1509-2R Date: 10-11-16 5 G=N=RAL STIRUGTURAL NOT S ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, WITH WASHINGTON STATE AMENDMENTS. DESIGN LOADS: ROOF LIVE LOAD 25 P5F (SNOW) DEAD LOAD 15 P5F FLOOR LIVE LOAD 40 P5F (RESIDENTIAL) DEAD LOAD 10 PSF WIND BASIC WIND SPEED 110 MPH (3 SECOND GUST, ULTIMATE LOAD) RISK CATAGORY II, EXPOSURE 8, Kn = 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D 58 = 1.5 - IBC FIGURE 1613.3(1) Sof, =1.0,JE=1.0,1 =6.5 Co = 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 PSF BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 1'-6" BELOW OUTSIDE FINISHED GRADE. BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. CONCRETE: THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2015 EDITION. MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER USE MINIMUM F'c = 3,000 P51 WITH 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 52 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 41/2% ±1.5% BY VOLUME. MAXIMUM SIZE OF AGGREGATE I5 11/2". ALL CONCRETE 51-IALL 8E POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR BUILDING INSPECTOR VERIFICATION. REINFORCING STEEL: ALL REINFORCING STEEL 514ALL BE MINIMUM GRADE 60 (Fy = 60,000 P5I) 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 SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CHAIRS, SPACERS, OR TIES AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT. MINIMUM CONCRETE COVER FOR REINFORCING STEEL: LAMINATED VENEER LUMBER (LVL): LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST WEYERHAEUSER (NlCROLAM - Fb = 2,600 PSI, E = 1,900,000 PSI). MATERIAL SHALL 8E DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481 OR CCMC REPORT NO. 08615-R BEARING LENGTH SHALL NOT BE LESS THAN 11/2". DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 4x8 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TUJO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5'-0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d 6 12" 0C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAIL WITH 16d e 8" O.C. SHEAR WALLS: ALL SHEAR WALL SHEATHING NAILING AND ANCHORS 51-IALL 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 6 6" O.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING 51-IALL BE COMMON WIRE OR GALVANIZED BOX NAILS. FASTENERS IN PRESERVATIVE -TREATED WOOD 51-IALL BE OF 110T -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. DESIGNATED 3x FRAMING MAY 8E (2) 2x MEMBERS FACE -NAILED WITH 16d 6 12" OC. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' L5TA24 CONNECTOR UN.O. USE PROTECTION SLAB AND WALL BARS: INTERIOR FACES EXPOSED TO WEATHER OR EARTH 11/2" 11/2" (65 AND SMALLER) 2" (06 AND LARGER) FLOOR AND ROOF FRAMING: DIMENSIONAL FRAMING MEMBERS SHALL 8E FREE OF SPLITS, CHECKS, AND SHAKES. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS UN.O. PROVIDE SOLID BLOCKING AT RIM JOISTS BELOW CONCENTRATED LOADS FROM ABOVE. APPLY 3/4" RATED 51-EATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH Sd COMMON OR GALVANIZED BOX NAILS AT 6" OC. AT ALL SUPPORTED EDGES AND 8d COMMON OR GALVANIZED BOX NAILS AT 12" 0.C. AT INTERIOR SUPPORTS. APPLY r2" 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" O.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES. FLOOR AND ROOF TRUSSES: TRUSSES TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI/TPI 1-2014. THE TRUSS CALCULATION PACKAGE SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT 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 8E ICC APPROVED AND LOADS SHALL BE IN ACCORDANCE WITH 11 -IE RECOMMENDED ALLOWABLE LOADS. MANUFACTURER SHALL PROVIDE ALL TRU55-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 LENGTI-S PRIOR TO FABRICATION. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS AND INDIVIDUAL TRUSS DRAWINGS. GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION SHALL CONFORI 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 J013 SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERIANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH NE 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 SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER STEPPED FOOTING DETAIL 6CALEs 341 • 11-0' MSTC40 HOLDCUN. ALIGN WITH EMBEDDED STHD TYPE HOLDOILN BELOW. S1-1EATI4 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING. 16d o 16' O.C. SOLE PLATE NAILING. 7-34" SUBFLOOR (3) Sd JOIST -TO -TOP PLATE U.W. MAINTAIN MIN Ili" END DISTANCE. FINISH GRADE 10':0' 2x NAILER AND Ft SILL w/ %'MAX.A ANCHOR BOLT s 3" x 3' x WASHER AT 8'-0" O.C. UN.O. (ALT. MIM a 48' O.C.) THD TYPE I4OLDOU.N APER PLAN. i-04 BAR a 10" O.C. - HORIZ. 2'-0" —«4LBAR 016' OC. - VERT. MAXIMUM FINISH GRADE *4 BAR CONTINUOUS MINIMUM (TVP OF 2) CRIPPLE WALL WITIH BACKFILL FOUNDATION 7\5/� FOOTING BARS 3" TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: l BEAMS DM OR BETTER POSTS DP2 OR BETTER 2x FRAMING HF°2 OR BETTER ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE 514ALL 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 SHALL 8E OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC 2304.10.5. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304.10.1 UN.O. MACHINE BOLTS TO BE A-301. BOLT HEADS AND NUTS BEARING AGAINST WOOD 51-IALL BE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO 8E 'SIMF'SON' OR ICC APPROVED EQUAL. ALL HANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL 8E NAILED. GLUED LAMINATED UJOOD MEMBERS: GLUED LAMINATED WOOD BEAMS (GLIB) TO BE IN ACCORDANCE WITH ANSI/RITC STANDARD 4190.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER USE STRESS GRADE COMBINATION 24F -V4 (Fb = 2,400 PSI) FOR SIMPLE SPANS AND 24F -Y8 FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS UN.O. GLUE SHALL 8E CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER AITC STAMP AND CERTIFICATION REQUIRED. PREFABRICATED JOISTS: JOISTS SHALL BE A5 NOTED ON THE PLANS AND A5 MANUFACTURED BY TRUSS JOIST WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL 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. SNEAK WALL 50 FULE MARK MINIMUM SHEATHING (U SHEATHING NAILING (1) ANCHOR BOLTS (3) REMARKS (4, 5) 1/2" CDX Sd e 6" O.C. 5/8" 6 60" 0.0. Qall = 230 PLF > OR 0513 1/2" CDX Sd a 4" OC. 5/8" 6 32" 0.C. Qa I I = 350 PLF 5> OR 058 1/2" CDX Sd a 2" 0.C. 5/8" 6 16" OC. Qall = 600 PLF © OR 0513 USE 3x STUDS AT ALL PANEL EDGES 4 STAGER NAILS SEE DETAIL 12 / S2.0 FOR CONSTRUCTION 103Gt - GIFDER —LTO TOP ftVcIE Il MAIN FLOOR A = 1509 5Q FT REVIEWED FOR CODE COMPLIANCE APPROVED NOTES 1) ALL WALLS DESIGNATED" D" ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH RATED 51-EATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. NAILING AT TI -11 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT INTER' EDIATE FRAMING TO BE AT 12" 0: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 45TM A153. 2) NOLDOU.NS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR ICC APPROVED EQUAL TO BE USED PER PLAN. ENDS OF SI -EAR WALLS SHALL USE DOUBLE STUDS MINIMUM. 3) USE MINIMUM OF TUJO (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 1/4" PER IBC SECTION 230832 AND OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153. 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" 0C. STAGGERED. A - JAN 2 4 2017 A = 386 SQ FT City of Tukwila BUILDING DIVISION rt LSTA30 - HDRSILL TO 3x BLOCKING. (TVP. 2 PLACES) 5112 14820 - GIRDER `TO TOP PLATE RECEIVED CITY OF TUKWILA 4 x 12 DEC 01 2016 PERMIT CENTER (TYP. OF 2) JOB 0a-06-1 Y�l= 230 PLF NOTE: TRUSS TO DEVELOP CAPACITY OF CONNECTOR. HI FRAMING ANCHOR EACH TRUSS. USE 14104-2 AT DBL TRUSS. A35 FRAMING ANCHOR - BLOCKING TO TRUSS 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" MN. 4 NAIL w/ I6d 6 6" OC. STAGGERED DBL 2x TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ 16d 6 6" O.C. STAGGERED. A35 9 48" O.C. (USE 24" O.C. AT SIM) 2x BRACE PER TRUSS SUPPLIER OR a 48" OC. SECURE w/ 434 EACH END. An FRAMING ANCHOR AT 24" OC. (UNO) SHEATHING 4 NAILING PER PLAN OR 51 -EAR WALL SCHEDULE. MANUFACTURED BLOCKING PANEL 141 TRUSS TIE DBL 2x TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ 16d e 6" O.C. STAGGERED. TYPICAL ROOF FRAMING CONNECTION SCALE: I E: P' • 11-011 2 ROOF FRAMING 6 GABLE END 52.0 SCALE: 1" • 11-/1111 3 ROOF FRAMING CONNECTION p/" RATED 51-IEATHING. SEE SHEAR WALL SCHEDULE FOR NAIL SIZE AND SPACING 2x STUD (NOT 6 51M) NOTE: INSTALL CONNECTOR PRIOR TO PLACING COMMON TRUSSES DRAG STRUT CONNECTION SCALE: 1" = P-0" 8d66"O.C. SUBFLOOR PER PLAN 2x BLOCKING w/ (3) 8d TOE -NAIL TO 4x BEAM 4 (2) Sd TO JOISTS. JOIST PER PLAN SHEATHING 4 NAILING FER PLAN OR SCHEDULE 16d a 16" O.C. SOLE PLATE NAIING MANUFACTURED OR 2x BLOCKING PANEL. 'SIMPSON' A35 FRAMING ANCHOR e 24" 0.C. 2x STUD PER PLAN. USE MINIMUM DBL STUD a ENDS OF SHEAR /—WALLS AND HOLDOWNS. SEE SHEAR / WALL SCHEDULE FOR 3x STUDS. 34" SUBFLOOR JOIST PER PLAN DBL 2x TOP PLATE AC POST CAP 'SIMPSON' 1-11 FRAMING ANCHOR TRUSS PER PLAN. I0d 6 6" 0.C. SHEATHING AND NAILING PER PLAN OR SCHEDULE. TRUSS PER PLAN DBL 2x TOP PLATE. LAP SPLICE 4'-0" MINIMUM 2x FRAMING 4x4 PT POST (4x6 At SPLICE) MAB ANCHOR (ALT. 434 ANCHOR TWO SIDES)� FTG PER PLAN FINISH GRADE $4 BAR - HORIZONTAL 6".MIN. (NOT 9 S.00.) FINISH GRADE 12" MAX (S.Of . 6 SIM.) 04 LBAR 9 24" OC. 1'-6" MIN. - VERTICAL i:., 4'-0" MAX. 2x PT SILL ANCHOR BOLT w/ 3"x3"x14" GALV WASHER SEE SCHEDULE FOR SIZE 4 SPACING. USE 3/8" 6 60" O.C. MIN. STHD HOEDOWN PER PLAN. TRIMMER STUD(S) KING STUD INTERIOR SHEAR WALL 6 TRUSS FLOOR FRAMING AT CRAWL SPACE SCALE: 111 = 11-0" •� 1'-0" ,r FOUNDATION AT CRAUJL SPACE SCALE: 111 1'-0" LSTA STRAP PER PLAN. CENTER ON TRIMMER OR KING STUD. (TYP) 2x SILL PLATE 3x BLOCKING (TYP) SHEATHING 4 NAILING PER PLAN OR SCHEDULE 2x PT SILL w/ ANCHOR BOLT 4 3" x 3" x 14" GALV. WASHER SEE SCHEDULE FOR SIZE AND SPACING. USE 3434 9 60" OC. UN.O. SHEAR WALL FORCE TRANSFER DETAIL • $4 BAR - HORIZONTAL STHD HOLDOWN SLAB ON GRADE PER PLAN OVER 6 MIL VAPOR BARRIER ON COMPACT BASE. 4 LBAR 9 24" OC. - VERTICAL (8" 0 SIM.) e 1'-0 FOUNDATION AT SLAB ON GRADE SCALE: NONE REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 4 2017 LSTA24 STRAP (FAR SIDE) 2x TOP PLATE HDR PER PLAN. EXTEND OVER PANEL TO KING STUD. • 10'-0" MAXIMUM MINIMUM NAIL SHEATHING TO HDR w/ ad a 3" 06. EACH WAY. FASTEN TOP PLATE TO HEADER w/ (2) ROWS 16d AT 3" 06. TOP OF STEM WALL ` ELEV. VARIES ST1-1D14 HOLDOWN UNO. RECEIVED CITY OF TUKWILA DEC 01 2016 PERMIT CENTER 4x BLOCKING 9 MIDDLE 24" IF REQUIRED. • • pis" RATED SHEATHING (24/0 EXP 1). �:—NAIL w/ (2) ROWS 8d 6 3" 0.C. AT 10/ PANEL EDGES. I. (2) 2x PLATE. (NAIL SHT'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 1-10R11 TOP 4 BOTTOM. PORTAL FRAME PANEL SCALE: 1" • JOB 08-0 61 J