Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D16-0327 - MACADAM - LOT 2 - NEW SINGLE FAMILY RESIDENCE
MACADAM -LOT 2 13820 MACADAM RD S D16-0327 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 13820 MACADAM RD S Project Name: MACADAM - LOT 2 COMBOSFR PERMIT Permit Number: D16-0327 Issue Date: 3/27/2017 Permit Expires On: 9/23/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: JK MONARCH PO BOX 188 , PUYALLUP, WA, 98371 FILIPP KAPUSTIN PO BOX 188, PUYALLUP, WA, 98371 JK MONARCH LLC PO BOX 188 STE C, PUYALLUP, WA, 98371 JKMONML874NA JK MONARCH PO BOX 188 , PUYALLUP, WA, 98371 Phone: (253) 722-4864 Phone: (253) 840-5660 Expiration Date: 8/1/2017 DESCRIPTION OF WORK: CONSTRUCT A NEW 1509 SQ FT SINGLE FAMILY RESIDENCE WITH A 386 SQ FT ATTACHED GARAGE AND A 175 SQ FT UNCOVERED DECK. Project Valuation: $211,623.38 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: V -B Electrical Service Provided by: TUKWILA Fees Collected: $8,454.80 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:Y 1 Date: / , /11 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: mss 01.k. Svc, Date: -4R'2 (i'? This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 2: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 4: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 5: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. (City Ordinance #2435) 6: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 3: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 7: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 8: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 9: ***PUBLIC WORKS PERMIT CONDITIONS*** 10: Schedule and attend a Preconstruction Meeting with the Public Works Department (Dave Stuckle, Public Works Inspector and ( , Planning Division), prior to start of work under this permit. To schedule, call Public Works at (206) 433-0179. 11: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 12: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-424-5555. 13: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 14: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 15: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 16: 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. 17: 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. 18: Any material spilled onto any street shall be cleaned up immediately. 19: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 20: 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. 21: 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. 22: 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. 23: 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. 24: 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. 25: Applicant shall obtain sanitary side sewer permit from Valley View District (206-242-3236). 26: 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'. 27: 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. 28: 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. 29: Owner/Applicant shall contact the local postmaster regarding location of mailbox(es) installation. Location of mailbox(es) installation shall be coordinate with Public works. 30: 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. 31: ***BUILDING PERMIT CONDITIONS*** 32: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 33: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 34: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 35: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 36: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 37: All wood to remain in placed concrete shall be treated wood. 38: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 39: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 40: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 41: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 42: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 43: Driveways shall be as approved as part of the short plat and shall conform with recorded easements. 44: (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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5180 BACKFLOW - FIRE 1700 BUILDING FINAL** 5000 CURB, ACCESS, SDW 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0201 FOOTING 0200 FOUNDATION WALL 0409 FRAMING 0708 GAS FIREPLACE INSERT 2000 GAS PIPING FINAL 0606 GLAZING 5040 LAND ALTERING 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0608 PIPE INSULATION 1500 PLANNING FINAL 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 9002 ROUGH -IN GAS PIPING 0701 ROUGH -IN MECHANICAL 8005 ROUGH -IN PLUMBING 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 5100 STREET USE 0412 UNDERFLOOR FRAMING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKW, 1 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Combination Permit No. Project No.: b1(0-03-1-7 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 Site Address: 13620 Mac A Actvii King Co Assessor's Tax No.: 1 S 2.3v-4 ci 0+ Z_ PROPERTY OWNER Name: .R k p p ka ‘,+Jskv, Name: S k t \,p vtct.lr C,, City: Puiy.tlti,P State: W Pr Zip: cr$ 3 -ii Address: ?. D. zox tg 8 Email: c i v i? @ Jktmovtc c11. Cow, City: .v6\ 1 tv p State: ukl k Zip: 9 83-11 CONTACT PERSON — person receiving all project communication Name: .R k p p ka ‘,+Jskv, Address: P 0. gox tile City: Puiy.tlti,P State: W Pr Zip: cr$ 3 -ii Phone: Asa) 7 Z Z i etc, Fax: Email: c i v i? @ Jktmovtc c11. Cow, GENERAL CONTRACTOR INFORMATION Company Name: s K .i.k. circ Address: P. b (sox. 14i $ City: ?...1‘.ci I t v State: W hZip: ci g3-11 Phone: r g��_Jax: Contr Reg No.: lkMoNM6974IJis, Exp Date: $!1 r(? Tukwila Business License No.: $VS _ 0 4 4 3 88 tO ARCHITECT OF RECORD Company Name: L4 KG( mo r k 0-eSc►^ Architect Name: UU Address: (Z c L 1,(4.41 s+ City: So vttn L r" State: W N. Zip: 98 310 ., $2In -ttetFax: Phone:/253 Email: ENGINEER OF RECORD Name: &if ;v‘c,vt teal Address: Company Name:e�4 EK3r,{� a S Engineer Name: Eire, Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: &if ;v‘c,vt teal Address: City: State: Zip: H:\Applications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 1 of 4 PROJECT INFORMATION — Valuation of project (contractor's bid price): $ 2 6 0 , 00 Scope of work (please provide detailed information): \,j t,ti coy, s- L- - ovt S k= rZ DETAILED BUILDING INFORAMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement -- 1st floor 15 0/ 2' floor Garage IA carport ■ 3 $ (Co Deck — covered ■ uncovered VAS. Total square footage i Q1 o 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 $ ,O( e, 1 furnace <100k btu 1 thermostat emergency generator 1 appliance vent 1 wood/gas stove fuel type: ► 4 electric 3 other mechanical equipment PLUMBING: Value of plumbing/gas piping work $ 1000. 2. bathtub (or bath/shower combo) bidet dishwasher floor drain "1 lavatory (bathroom sink) � sink 1 water heater (gas) lawn sprinkler system H:\Applications\Porms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh ij gas ventilation fan connected to single duct water heater (electric) 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): New 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 0 .. Highline R.. Valley View ❑ .. Renton ❑...Letter of sewer availability provided ❑ .. Renton ❑ .. Seattle SEPTIC SYSTEM: ❑ .. On-site septic system — for on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): 0 ...Civil Plans (Maximum Paper Size — 22" X 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond ❑ .. Insurance ❑ .. Easement(s) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): 0 ...Right -Of -Way Use - Potential disturbance ❑ .. Construction/Excavation/Fil1- Right -of -Way. ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) 0 ...Total Cut ❑ ...Total Fill Cubic Yards Cubic Yards ❑ .. Work In Flood Zone 0 .. Storm Drainage 0... Hold Harmless — (SAO) 0... Hold Harmless — (ROW) .. ❑ -or- Non Right -of -Way.. ❑ ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Trench Excavation 0 ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Utility Undergrounding 0 ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Backflow Prevention - Fire Protection ❑ ...Traffic Control ❑ .. Looped Fire Line Irrigation Domestic Water ..▪ .Permanent Water Meter Size 1 " WO # ❑ ...Residential Fire Meter Size ❑ ...Deduct Water Meter Size ❑ ...Temporary Water Meter Size " WO # ❑ ...Sewer Main Extension Public 0 -or- Private 0 " WO# 0 ...Water Main Extension Public 0 - or - Private 0 FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line number of public fire hydrant(s) ❑ ...water ❑ ...sewer ❑ ...sewage treatment MONTHLY SERVICE BILLING TO: Name: Day Telephone: Mailing Address: WATER METER REFUND/BILLING: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications Oa Line\2011 Applications\Combination Permit Application Revised 8-9-1I.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — APPLICABLE TO ALL PERMITS IN THIS APP1,..2ATION — 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 t, 7 R AUTHO Ar Signature: Print Name: Mailing Address: ED ; GENT: Fk Kc.��vb v► t b. Gov... (&8 H:\Applications\Porms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Day Telephone: !7"1' w' Ci Date: i i/8lf6 (2;53) 7z4.--f86y w- 983'7 State Zip Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME ill Ac/ ia}yrl (SFl=) I -0-r 2- PERMIT # b 16 - 032-) Ki> s, If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization $250 (1) Erosion prevention 3ao Water/Sewer/Surface Water -75 o I 1 So // o a c Road/Parking/Access 1..5'61 A. Total Improvements 4 3 c o 3. Calculate improvement -based fees: o B. 2.5% of first $100,000 of A. /0"7 5 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) 5. Enter total excavation volume /1). cubic yards Enter total fill volume /0 cubic yards Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1sT 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1sT 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1sT 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees (4) $ (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION gra (1+4+5) $ 357 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01/15/16 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) 7. Pavement Mitigation Fee $ 107 (6) $ (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 p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. $ 2�-� (8) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 101— 1,000 $37.00 for 1St 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001— 10,000 $194.50 for 1St 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001— 100,000 $325.00 for the 1St 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1St 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5 % of 6+8) Approved 09.25.02 Last Revised 01/15/16 2 $ 6 55 (9) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ //O /3 I. Other Fees $ Total A through I $ 0 /.3 — (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)\ (inches)N''' Installation Cascade Water Alliance RCFC� 01.01.2016:71 231.2016 Total Fee 0.75 $625 '\ 005 $6630 1 $1125 415,012.50 $16,137.50 1.5 $2425 / $'30;025 $32,450 2 $2825 / $48,040-------..„$50,865 3 $4425 / $96,080 --\, $100,505 4 $7825/ $150,125 $157,950 6 $12525 $300,250 $312,775 l Approved 09.25.02 Last Revised 01/15/16 Temporary Meter 0.75" $300 2.5" $1,500 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit .)1 b O z PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 0 Type Sprinklers: Fire Alarm: Hood & Duct: Monitor: of Inspection:\ Address: �� � � Suite #: � •' L4',- C i vi te,i-t.{ 41 Kir/LA, Contact Person: /20 . Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: c? r -t �( lq.A` iVeNrc/V-e_ C.) Occupancy Type: i C i vi te,i-t.{ 41 Kir/LA, .p.c Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 4 Z Date: 1(/--2, (/ 3- Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit .?_)111-637--7- ?Jl --d7—z Sprinklers: 1f-P- Type of Inspection: S c h" PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: / to Sprinklers: Date: Type of Inspection: S c h" ue( Suite #: 3D M6J0t O ic ' CO )Contact Person: Special Instructions: Permits: Occupancy Type: Phone No.: t ,Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Date: Fire Alarm: Hood & Duct: ' , O ic ' CO c_r,/ve* / Permits: Occupancy Type: •1-5a�4,Le ,fi gy1 Oce), 4 1C.-- ue.e rl -e ( [/l ) ,PL G- ketzti.5 "41— t/ -73 c:) -v?' • Needs Shift Inspection: Sprinklers: Date: Fire Alarm: Hood & Duct: ' , Monitor: Pre -Fire: / Permits: Occupancy Type: Inspector: --j445'Lj-- Date: je:t1i — 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: P Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 y v (-0 ILA 4, •Sr I"4 L-91-1-6A4 Cash Register Receipt City of Tukwila Receipt Number R11147 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 6640.237.114 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 CSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $27,511.18 D16-0327 Address: 13820 MACADAM RD S Apn: 1523049072 $6,875.56 PUBLIC WORKS $1,502.38 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TECHNOLOGY FEE $150.08 TECHNOLOGY FEE R000.322.900.04.00 0.00 $150.08 D16-0328 Address: 13824 MACADAM RD S Apn: 1523049072 $6,902.34 DEVELOPMENT $2,459.60 PERMIT FEE R000.322.100.00.00 0.00 $2,455.10 WASHINGTON STATE SURCHARGE 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 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 1 0.00 $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 '_i L_l FJL5SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $6,322.50 D16-0326 Address: 13816 MACADAM RD S Apn: 1523049072 $1,573.72 DEVELOPMENT $1,573.72 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,573.72 D16-0327 Address: 13820 MACADAM RD S Apn: 1523049072 $1,579.24 DEVELOPMENT $1,579.24 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,579.24 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 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 CARWSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-36 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: N Address: /38'20 filiK/I-D404 R D, v , Date Called: Special Instructions: Date Wanted: 41-1.34 7 a.m. p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: OK 601 i fy Inspector: Date: //—/? '7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 6-3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Dile-D39-4 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:neAtimm Type of Inspection: 147 Address: /,362/14A -O 'fl R. 5, Date Called: -� Special Instructions: LOT Date Wanted: I� . % 7 a.my P.m. Requester: Phone No: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Z - ft& es -111 -.1 -now 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 Ditp-®-7 Project: Type of Inspection: AbOr(c' t -/NG /fiSiM 7N Address: 13323 fnirnaim RD, 5, Date Calle Special Instructions % Date Wanted: // 02 i7 Ca.m) p. .. Requester: Phone No: Approved per applicable codes. a Corrections required prior to approval. COMMENTS: 45' ixitwar-7-7ov 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 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 -0327 Project: tnifOffinigl Type of Inspection: fLoOR. /NsU r- --7on✓ Address: /3620 Mileit&Ifil RD, S: Date Called: Special Instructions: L -O % 2 Date Wanted: //- 2 / 7 a.m:. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: flootq Inspector: Date: %/ 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 pi -®32-7 Project: Mi 4'41/tY44 Type of Inspection: i4LErt/ 4NICl-- F/ Airk— Address: / 2c /4//9c1Witi iRD.s; Date Called: Special Instructions: 1..e) 7--2-..p.m. Date Wanted://`� _/� a.m Requester: Phone No: Approved per applicable codes. D Corrections required prior to approval. COMMENTS: 6 K — rv►lcci-m'Lft ,�CFief 4/ Vic/ DK r�rrr-►✓iC r�lnft c_ Inspector: Date:ft ok, i 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 to -O327 Project: /10164 -DA -04 Lor,.. Type of Inspection: me-eH, f qvi P, EFF; Address: /30,26 kurAM--wi RD, 8, Date Called: Special Instructions: Date Wanted:. p.m. Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 L v..7 Project: MAea-D Type of Inspection: PPA' AN,1-L Address:n p� /, 82-O %)//�t'i 1 Ras: Date Called: Special Instructions: n Lbroff. Date Wanted: 1/-a -17 ra.n -p.m- Requester: Phone No: LIApproved per applicable codes. D Corrections required prior to approval. COMMENTS: K- pis - Inspector: -S Inspector: Date: /7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 .Dile -03 a7 Project: 4CALVi►'N4 Type of Inspection: L)fh aiN&- A NAL Address: /38,2.0 44401tItirii RPP 5, Date Called: Special Instructions:/X01—'9—Date Wanted: �"� _, 7 (a.mm Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: e,f C - pi_ovvt.80,1Q / , L Inspector: Date: //-024 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calf 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 Did -03Z-7 Project: MACA b AIM Type of lnspe tion: AO 6/Psi,/i Address: 1 IWCAb41A4 peb Date Called: Special Instructions: j /en 2 Date Want v i p.m. Requester: Phone No: %�4 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Date: /k 1 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP0N NO. DI6,- OS 7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Project: MA-C4b}t1AA Tye of ins ion: eAS teereAce ).A.66er- Address: /3020 M4c4 a S Date CaII d: Special Instructions: 2e0 z, Date W d: 23 7 m. Reques er: Phone No: Z53--122- 4‘6q VA4 Approved per applicable codes. LJ 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. INSPECTION RECORD Retain a copy with permit INSON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION b16 03 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: Type of Inspection: OA 6L- AlSat.-4-77C11 Address: 1 JbZc miwvbArki 12t S Date Called: Special Instructions: Date Wane a.m� p.m. Request : Phone No: 2s -s-722-4' 64 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: A 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: MACA bi44'1 Typnspection: .1-M41 /A16 - Address: 13/920'1+.b.- RI) & Date Called: Special Instructions: hrz Date Want: / / 7 a.m. Requester: Phone No: zs 72 - %oq Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: /11)4i1W 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 i:i ova 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: Pille4t4 Type of Inspection: /' z4 6)i" 6,'f Address: nE3ZO MAC/ b''I & )2b S Date Called: Special Instructions: 2o7 Date Wanted: bf 17 a.m. er- Requester: Phone No: 253- '77Z • y8oL/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: OittAXet.kte (.bxsT�f+�ZtY�.�S i?c-ct,lsi Inspector: 4 Date: ant REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. En"' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: MAC4041" / Type/�f Inspection: Co/A Air, Address: 112c) ti/14641), m .0b S Date Called: Special Instructions: to z Date Want: a.m. P.m. Requester: Phone No: 5"3 - 122 - I/66g ® Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: inspector:4rviv.,„‘ 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 -M.,- ' -7 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 ‘tr• Project: f?%I4CAb. Tyie of Inspection: 3J #--' J 1 Liim it - Address: �t �� 12E2 f' ,/ `4 Kr 5 Date Called: Special Instructions: ) 1 Date Wanted g ' i A 7 aim. e Requester. Phone No: ''` 25 '' 722.,'-. IY 14 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: A p�M Date:0 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 BIvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 \Ar Project: MACAIMIfri Type of Inspection: UM4- iij el -t', Viipts' Address: � /.36Z0 inArfAlit-p.4 ,/b S Date Called: Special Instructions: � �O' 2 Date Wante i I % a.m. Requester: Phone No: j �/ _25-- 7Z2- "961 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: inspector: ^ Dater `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 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project:�./ / �' N/'TCAT) �i Tempe of Inspection: /� L'01)&1,4* ' i 6-CMALOCAL, Address: n e o ,i Ai 4 i 5 Date Called: Special Instructions: 2 Date Want : V )/7 Requester: Phone No: 2s3-7 -Lilco, Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector:,, Date: e j / REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPE ION NO. 1)l&-0 32-1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: l b)ir I - IC 7— 2 Type of Inspection: C Aa.. Slf rid/ � Sly' ./ Address: /3g20 ` Pb S Date Called: Special Instructions: Date Wanted: 7 )31/7 Requester: Phone No: _ 2c1 .- 722-• z/86/4 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector:4 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Pilo —632 7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: /i'% 1i Df' Type of Inspection: /� J - .Vifig//-1/ Address: / f320 /37#(4404914 RD Date Called: Special Instructions: tor Z Date Wanted: 7-11-17 C's—a.m p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6/E' PL WS 04) s/ 77 Inspector: OS' 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 INSPE ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 2Y4'- 052 7 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Pro' . .. Ler 2 Type of Inspection: / 57 -14A -TING - Address: /382.0 / /11I RD, Date Called: Special Instructions: /4�%y 14 Lor 2 Date Wanted: y et -7-034 m. .m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: inspector: Date: 7/3A 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 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 Nee -032-7 Pr/oojjec/tt:J/�/�p6 /A.y�y 2:Ty.eQof Inspection: A { p Address: i 3 920 /444cAbAm a Date Called: Special Instructions: Date Want ed: 6'// 7 a.m. p.m. Requester. Phone No: Approved per applicable codes. [] Corrections required prior to approval. COMMENTS: Inspector:Awill. Dater/�. L REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 1b/6"- INSP .N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-935, Project: MAA b.A-M h7 2•,e Type of Inspection: - Address: /g g20 MACADAM a S Date Called: 4.Special Instructions: a' Date Wanted: / 5-- /11/7 m. Requester: Phone No: 2s - 7z'2 - Q t -i Approved per applicable codes. a Corrections required prior to approval. COMMENTS: Inspector: AtAituk Date: ,-//t/I7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: mnownfpf LOT Type of Inspection: f / 11/4-1-1- 1//4 1 - Address: Address: /38.2,0 X 4M Date Called: Special Instructions: Date Wanted: ,5--.5--1 7 n p.m. 'Requester: Phone No: 119 Approved per applicable codes. Corrections required prior to approval. CO MENTS: Inspector; Date:/JS//7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. \Kr. 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: /Wdi/M i.ar Type of Inspection: per® rhV&- Address: ©a Date Called: Special Instructions: Date Wanted: ,5*-- /7 a.m p.m. Requester: Phone No: gs3-'72Z-t/ %4 N LJ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Ar''o M Date: e, s./ REINSPECTION FEE REQUIRED. Prior to next inspdction, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ...... ..... _ Mac Section 15, Township 23 N, .... T ............ ............. ....................... ....... ............... _ ... . •. .................. . . ... 100- ' ..... ,02 04 • WETLAND BUFFER 120 FPE _ STORM.EASE_ 12 -1-E-construfiTO Nb -a -TYPE -40_ 121 ..._ 06. 62 - 31:79LF 8VPVC @An 108 _ ....... .0.9ve_e_an OU'RETCONTROL TYPE 2 2+01.33 135.8L RIM=121.97 I.E. 12' N=1,14.25- I.E. 36X=114.26 NKSE=11426 r6 ---EWER AND WATER SERVICES: SEWER AND WATER SERVICES ARE SHOWN FOR REFERENCE ONLY. ATER SERVICES SHALL BE APPLIED FOR FROM WATER DISTRICT #125 AT TIME OF BUILDING PERMIT APPLICATION. EWER SERVICES SHAZ 'STRICT AT TIME APPUED FOR FROM VALLEY VIEW SEWER G PERMIT APPLICATION Prior to starting construct-W6ntact ONE -CALL (1-800-424-5555) or 811, for utility locations. 112- 10' PRIVATE STORM EASE. LOT 3 LOT 4 TYPE 2 54' 1+14.41 39.3 1- RiM=121.65 I.E. 36 S=114.26 1.5. 12W-118.55 22LFI2e ADS N-12 AND AVI G T PER p+-3-149 • _ BEGINECND& "'ill'it1271:1" '..7111117::2/11/4/ 1171/7/ A/GCAN"RAISEDI/mix______2< EDGE 18.01— 111101P-' 1+52.25 17.1 :I BEGIN AVING TAPER BEGIN SAWCUT 6" OFF E/P BEGIN 12"x6- A/C 11AISEU tOG 1 CB 1 TYPE 1 1+16.0917.1 I _ - 12 STORM MAINT. ACCESS 2" CSTC OVER 6GRAVEL BASE TYPE 254' 1+97.38 37.61_ RIM=124.00 I.E. 36E,N=114. RIVENVAN - a+oo CB 3 TYPE 1 [ 2+70.7617.1 'L 0# 40: 00:10: 707 3+00 120 2 4+78.96_15.41. END PAVINGTAPER- END 124 7 0 / SAWCUT 'OFF EX. E/P AND REMOr EDGE /PAVEMENT WIDD AS NEEDED FO Macada CENTERLINE CONSTRUCTION CENTERLINE 20' WIDE SHARED RESIDENTIAL DRIVEWAY APPROACH PER RS -080 - TYPICAL 135 GRAPHIC SCALE 20 RIP RAP PAD DETAIL 12 40 10 1,16' 60 0 a 0 0 0) 0 0 0 t0 Rob Trivitt (00( phone 253.7703144 far 253.770.3142 M cadam Profile V r. Scale: 1=20' Scale: V-5 rt. 135 GRAPHIC SCALE 20 RIP RAP PAD DETAIL 12 40 10 1,16' 60 0 a 0 0 0) 0 0 0 t0 Rob Trivitt (00( phone 253.7703144 far 253.770.3142 Prescriptive Energy Code Compliance for All Climate Zones in Washington Project ljnformation Contact Information LS 1-1509-2 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. 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 SHGCb a n/a n/a Ceilingk 49i 0.026 Wood Frame Wall9'n" 21 int 0.056 Mass Wall R -Value' 21/21'' 0.056 Floor 30g 0.029 Below Grade Wall"' 10/15/21 int + TB 0.042 Slabd R -Value & Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. REVIEWED FOR APPROVFO - JAN242011 Ttgr Ic BUILDING DIVISIO Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits ❑ Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but Tess than 1500 square feet. [12. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. 03. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 04. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option Description Credit(s la Efficient Building Envelope la 0.5 1 b Efficient Building Envelope 1 b 1.0 lc Efficient Building Envelope lc 2.0 ld Efficient Building Envelope 1d 0.5 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 1.0 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 1.5 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 5a 0.5 5b Efficient Water Heating 5b 1.0 5c Efficient Water Heating 5c 1.5 5d Efficient Water Heating 5d 0.5 6 Renewable Electric Energy 0.5 Total Credits *Please refer to Table R406.2 for complete option descriptions a 0 *1200 kwh 0.5 DECEIVED Chi f OL: INAWILA DE 012015 QIP- 0 32 0.5 1.5 Table R402.1.1 Footnotes For SI; 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R -values are minimums. U -factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R -value of the insulation from Appendix Table A101.4 shall not be less than the R -value specified in the table. b The fenestration U -factor column excludes skylights. The SHGC column applies to all glazed fenestration. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. Reserved. g Reserved. h Reserved. The second R -value applies when more than half the insulation is on the interior of the mass wall. Reserved. k For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38. Reserved. 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 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 Contact Information 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 FJeating 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 051509-2' Heating System Type: Q 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 Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) Average Ceiling Height Instructions Average Ceiling Height (ft) Glazing and Doors Instructions Skylights Instructions Insulation Attic Instructions Single Rafter or Joist Vaulted Ceilings -W Select R -Value Instructions Above Grade Walls (see Figure 1) .......................................................... Instructions.............r,..ti.�.,_.,.._,...,........- Floors Instructions Below Grade Walls (see Figure 1) Instructions Select R -value Slab Below Grade (see Figure 1) Instructions Select conditioning Slab on Grade (see Figure 1) Instructions Location of Ducts Instructions Unconditioned Space Design Temperature Difference (AT) 46 AT = Indoor (70 degrees) - Outdoor Design Temp 9:0' U -Factor 0.30 U -Factor 0.50 Conditioned Volume 13,581 X Area = UA ;212 63.60 X Area = UA 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 Area .1509'i = UA 39.23 UA UA 79.86 UA 37.73 Area UA F -Factor X Length UA No selection 'I F -Factor X Length UA No selection Duct Leakage Coefficient 1.10 Sum of UA • Envelope Heat Load Sum of UA X AT Air Leakage Heat Load VolumeX 0.6XATX.018 Building Design Heat Load Air Leakage + Envelope Heat Loss Building and Duct Heat Load 18,575 Btu / Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 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 220.42 10,139 Btu / Hour 6,747 Btu / Hour 16,886 Btu / Hour (07/01/13) LEL STRUCTURAL CALCULATIONS FOR THE JK MONARCH RESIDENTIAL PROJECT REVIEWED FOR CODE CMIPLIANCE KPPRO1 !JAN 242017_ City of Tuk vlla BUILDING DIVISION Plan LS1-1509-2 August 24, 2016 Job No.: 08-067 Location: Lot 2, Macadam Tukwila, Washington Copyright 2016, SEGA Engineers RECEIVED DEC 05 2016 TUKWILA PUBLIC WORKS 03.Z7 RECEIVED CITY OF TUKWILA DEC 01 2016 PERMIT CENTER SEGA Engineers/ /Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886-1017 Black Diamond, WA 98010 STATEMENT OF WORK SEGA Engineers was asked to provide a lateral loads analysis, shear wall design, review of major framing members and foundation, and drawing red -lines for a 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 / 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 1 Design Criteria International Building Code (IBC), 2015 LOADS Roof DL 15 psf LL 25 psf Floor DL 12 psf LL 40 psf Wind Risk Category II Design Wind Speed 110 mph KZt 1.00 Exposure B Seismic Design Category D SDS 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 PL (360) 886-1017 Black Diamond, WA 98010 Project LS1-1509 Job No. 08-067 By: GAT Checked Date: 01/30/13 Sht t LOADS ROOF DL Roofing (Comp) 3.5 psf 1/2" OSB 1.8 2x @24" 3.5 Insulation 1.1 5/$" GWB 2.8 Misc. 1.5 14.2 psf LL Snow, Pf 25 psf (115% Load Duration) Reduction, Cs 0.00 (Ct = 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 ennvrivht 7011_ SEGA Engineers 9.5 psf SEGA Engineers / PROJECT / Structural & Civil Consulting Engineers ) so 61 JOB NO. (c6 (3(6-1 FIGURED BY 64T- 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DATENL 4tatSHEE14130 OF F Q -- 6t/ge-reiN 5siik/ cel.g_ki 4' I 1- to (• 9142`11 12-1"Frbir: 1014 kix, ( 4,Sk 417 r 0. 4-.C(otc10"( 16)1' 4-3 Z arro-1 t,t4)"L /tic, e_ kire*EA). LLEV 3' pc- r; L"L)1-40?32-\ (z) (1.0.7.- 4, 41"Fr Copyright 2008, SEGA Engineers 514}(4/ 6r1,3 014-- 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.4- LATERAL LOADS - (Alternate ASD) SEISMIC Maximum Base Shear, V = F SOS W R where, F = 1.0 One -Story Building SOS =1.00 SS = 1.5 Fa = 1.00 R = 6.5 Table 12.14-1 W = Seismic Weight For W: Eq. 12.14-11 (Table 11.4-1, SS > 1.25) W,i= (35ft) (55ft) (16psf)+ (2) (35ft+ 55ft) (4.5ft) (9.5psf) = 38 kips Wtotai _ Design Base Shear , V = ( .154) (38 kip) = 5.9.kip E= 5.9 kip = 4.2 kip WIND Design Wind Pressure, ps = \ K p530 where, A = 1.00 1.4 0-15ft = 1.00 20ft 38 kips Eq. 28.6-1, Sect. 28.6.3 Exposure B Figure 28.6-1 act = 1.00 Section 26.8 P30 = 17.7 psf 110 mph Figure 28.6-1 (ASD) PO -15= (1.00) (1.00) (17.7 psf) = 17.70 psf (x0.6= 10.62 psf) P20 = ( 1.00) ( 1.00) (17.7 psf) = 17.70 psf (x 0.6 = 10.62 psf) Design Base Shear: (Wind) Vub (35ft) (10 ft) (17.7 psf) + (35ft) (5 ft) (17.7 psf) =9.3 x 0.6 = 5.6 kips VSrs= (64 ft) (10 ft) (17.7 psf) + (30ft) (5 ft) (17.7 psf) =14.0 x 0.6 = 8.4 kips Therefore, Wind Loads Govern for Lateral Design - Front/Back Wind Loads Govern for Lateral Design - Side/Side -,......:re}.f 1A1C ern A r-..:__...... SEGA Engineers / PROJECT Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY DATE 7/3 SHEET 10F 09 JOB NO. FIGURED BY ci....ykr iLA WILL )hEs/(7,./ s'Y'ri 'f. 8' )7P /\: fecs i-V1)t1 I I ' 7' VALLI 7- gracl. VIC-. 771d 17- I- 1.• = 51.S.P e;130/1. WALL. If 3 Xti R')*; 11gz 1)(')(10,47nf- 1,"Ert)(fd)(A/ 4 »72-11 ilk= 311-12-1 ±co. Copyright 2008, SEGA Engineers 7-r-2,-1,1. LSrw SGA Engineers PROJECT Structural & Civil Consulting Engineers SJ j Sol JOB NO. 0 0(0-7 FIGURED BY 6 47-- 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • Fax (360) 886-1016 CHECKED BY u.5)(1C car -sH DAT l3 143 SHEET 4OF (Ct_ v. `1 c)(J q" ve.- ))tioic)-i'i-(a°+:14-)(p)(),,4ig z tfr r -s, Gi-tr t i. S t*,Ly y ) (-4.)(C)(-) Goo tia'1°) 3/0Zk cos -1' t,n 1> SH1t�- \A1 1 L V92 LZ�,) )(fro 4-1i1' - 1, b3 Ft- 404 PL Copyright 2008, SEGA Engineers .S 7 GA Engineers/ /Structural & Civil Consulting Engineers PROJECT L51-1509 22939 SE 292nd Place • Black Diamond, Washington 98010 JOB NO. (360) 886-1017 • FAX 886-1016 08-061 FIGURED BY GAT 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) P> 5/8' T1-11 or 8d @ 6" o.c. 5/8" @ 60" o.c. QaII = 230 plf 1/2" OSB lE>' 5/8' T1-11 or 8d @ 4" o.c. 5/8" @ 32" o.c. QaII = 350 plf '/2" OSB >•• 1/2" CDX or 8d @ 2" o.c. 5/8" @ 16" o.c. QaII = 600 plf OSB Use minimum 3x studs at all panel edges and stagger nails. I>. See Detail 12/S2.0 for Construction 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'/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 D16-0327 MACADAM - LOT 2 - 13820 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 1. Revise the plans to reflect a shared driveway and show the easement on revised plans. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)-433-7165. Sincerely, (///1(A\ Rachelle Ripley Y Permit Technician File No. D16-0327 6300 Southcenter Boulevard Suite #100 • Tukwila Washinatnn. 9R18R • Phone 206-431-3670 • Far 7n6-431-3645 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0327 DATE: 12/21/16 PROJECT NAME: MACADAM - LOT 2 SITE ADDRESS: 13820 MACADAM RD S Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division n Public Works n Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 12/22/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 01/19/17 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0327 DATE: 12/01/16 PROJECT NAME: MACADAM - LOT 2 SITE ADDRESS: 13820 MACADAM RD S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: po Building ivision IN VN, KNV Public Works MA V Pf. Fire Prevention Planning Division Structural Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 12/06/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation:1 tiw bida� DUE DATE: 01/03/17 Approved with Conditions ❑ Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 P1ng ' PW 0 Staff Initials 12/18/2013 Date: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. rzit /i(1 Plan Check/Permit Number: D16_0327 ❑ 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 2 Project Address: 13820 MACADAM RD S Contact Person: T fl p I et pint N - Phone Number: (253) 72- Z---11,369 Summary of Revision: Jeviscd Sj PiatA. pet C&rrcai2v. . (.&1*" RECEIVED CITY OF TIJI ILS: DEC 21 2010 PERMIT CENTE ' Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision c—Wc r" -V Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 1)---3A-up W:\Permit Center\Applications-Handouts\Templates\Forms\Word Documents\Revision Submittal Form.doc Revised: August 2015 Cid >f Tukwila CERTIFICATE OF WATER AVAILABILITY Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov PERMIT NO.: Part A: To be completed by applicant Site address (attach map and legal description showing hydrant location and size of main): 820 Mac, kdat..l g-Ocscl 3 a o IcA.v [ ck Wit 98/(08 Owner Information 1 Agent/Contact Person Name: SK Mov�,a rc4, N ;ame: c i �� �P �u�'ivti Address: P, ©. Qo K (8 1 Pt � (ye ,1.4% Address: Q p 604. (88 f f utak l(�p , (.tl� 483'j ( Phone: S3) 8c10- 5' (e) foo J Phone: C2 S Z Z _Lilo. C{ This certificate is for the purposes of: E. Residential Building Permit ❑ Commercial/Industrial Building Permit ❑ Preliminary Plat ❑ Rezone Estimated number of service connections and water meter size(s): t D Short Subdivision ❑ Other Vehicular distance from nearest hydrant to the closest point of structure is ft. Area is served by (Water Utility District): -412, S Owner/Age !n ignatur Date Part B: To be completed by water utility district I. The pjoposed project is within WATER DISTRICT 125 2. LQ No improvements required. (City/County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: RECEIVED CITY OF TUKWILA DEC 012016 (Use separate sheet if more room is needed) pper�- 4. Based upon the improvements listed above, water c b provided and will be available at the site with a flow of 1)11C0 apin at 20 psi residual for a duration of 2 hours at a velocity of . fps as documented by the attached calculations. 5. Wat availability: Acceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item B-2 are met. illSystem is not capable of providing service to this project. b b- 0 37 I hereby certify that the above information is true and correct. ENTER IV -K7 avArY14NTER tis C #125 N otrl Etc -Le( Agency/Phone _ 2 -iz- 0 C.11T By i;a::E:5c Kin 1 i1it y t No. 12 The following terms er,cl conditions apply to the attached Certificate of Availabiii ("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 SignatureAIWA District Representative Date L t %$/!lo Date �' p , 1 ivF7tt1" 3460 5 748th Suite 100 Seattle, 98168 -16007;7-. Phone: (2020 6) 242-3236 SFW R oI TRICT Fax: (206) 242-1527 Rec. No. o CERTIFICATE OF SEWER AVAILABILITY / NON AVAILABILITY Residential: $ 50.00 Commercial: $ 100.00 C?; Certificate of Sewer Availability OR C Certificate of Sewer Non -Availability Part A: (To Be Completed By Applicant ) Purpose x of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Short Division ❑ Rezone ❑ Other Proposed Use: ❑ Commercial x Residential Single Family 1 Residential Multi -Family ❑ Other Applicant's Name JK Monarch Phone Number 2537224864 Property Address 13820 MacAdam Road S, Tukwila, WA 98168 Tax Lot Number 1523049072 Legal Description (Attach Map and legal Description if Necessary ); Le * G.. P rt B: (To be Completed by Sewer Agency ) a. A Sewer Service will be provided by side sewer connection only to an existing c� ,,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) RECEIVED feet of sewer trunk or lateral to reach the site; and/or CITY OF TUKWILA ■ (2) The construction of a collection system on the site and/or ❑ (3) Other (describe) DEC 01 2016 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 C b. The sewer system improvement will require a sewer comprehensive amendment. 3' C., a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District. OR C a. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following; District Connection Charges due to connection: SS Permit $ /00 e'''a. prior GFC: $ e/0 33 ba ' SFC: $ Unit: $ Total $ L/ z o 7 c.� (Subject to Change on January 1st) Either aJng County/METRO Capacity Charge SWSSD or Midway Charge may be due upon connection to sewers. b. Easements: Required Sewer $ District Connection May be Required c. Other 741 pec-n,,.r',,,9 7Cc s 74v/ re v11Aci SS eeare' ."-er-, 1 hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of signature. By /2'7" Title $',s' /,h 5n. c,3,,,,„34.0, , ATTACHMENT TO VALLEY VIEW SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY The following terms and conditions apply to the attached Valley View Sewer District ("District") Certificate of Sewer Availability/Non Availability ("Certificate") 1. This certificate is valid only for the real property referenced herein ("Property") which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This certificate is between the District and the applicant only and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of Seatac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that I have received the Certificate of SewerAvailability/Non -Availability and this attachment, and fully understand the terms and conditions herein. Applicant's signature Date Nov 8, 2016 JK Monarch LLC Horne Espanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries Page 1 of 2 Search L&1 A -Z Lidex Help My L&I Workplace Rights Trades & Licensing JK Monarch LLC Owner or tradesperson Principals Bartels, Jonathan Kirk, PARTNER/MEMBER Doing business as JK Monarch LLC WA UBI No. 603 088 988 PO BOX 188 PUYALLUP, WA 98371 253-840-5660 PIERCE County Business type Limited Liability Company Governing persons 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 Active. Meets current requirements. License specialties GENERAL License no. JKMONML874NA Effective — expiration 08/01/2013— 08/01/2017 Bond Developers Surety & Indem Co Bond account no. 859962C $12,000.00 Received by L&I Effective date 03/15/2016 03/09/2016 Expiration date Until Canceled Bond history Insurance Wesco Insurance Co $2,000,000.00 Policy no. WPP114946500 Received by L&I Effective date 03/29/2016 04/23/2014 Expiration date 04/23/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603088988&LIC=JKMONML874NA&SAW= 1/27/2017 JK Monarch LLC L&I Tax debts No L&I tax debts are recorded for this contrat,_ license during the previous 6 year period, but some 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 1 CHRISTOPHER WASSON (360)902-6331 - Email: WASQ235@Ini.wa.gov Track this contractor Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Page 2 of 2 <� Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603088988&LIC=JKMONML874NA&SAW= 1/27/2017 S BUILDING CODE: 2015 INTERNATIONAL BLDG. CODE (i13C), AND BY REFERENCE WHERE APPLICABLE THE 2015 NTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED BY LOCAL JURISDICTION. ROOF LIVE LOAD ■ 25 P8F (SNOW) ROOF DEAD LOAD • 15 PSF FLOOR LIVE LOAD ■ 40 P8F FLOOR DEAD LOAD • 15 PSF WIND LOAD • 110 MPH WIND SPEED, EXPOSURE 'B', RiSK CAT. II TYPE: V OCCUPANCY GROUP: R-3 DESIGN CRITERIA: TABLE R30L2(1)` SNOW LOAD IUND DESIGN SEISMIC DESKN �tERGORi' SUBJECT t0 DAMAGE FROM WINTER DESIGN TI9"'. ICE WIELDGRt7tND SER- LAYM REQIAf ED FLOOD HAZARDS AiR FREEX�ks INDEX MEAN ANNUAL TENS' SPEED (MR14) TOPOGRAPHIC EI;ECTS SPECIAL WIND REGION WIND-BORNE DEBRIS ZONE uiE,4TH1ERrwr., FROST LINE DEPTH TERMITE 25 110 EITHER DIRECTION 24 8 DI/P2 MOD 18 MOD n 7 PER- O JURISDICTION 50 50 ,ADDITIONAL REQUIRED SUBMITTAL ITEMS ITEMS TO BE SUBMITTED BY THE OWNER OR CONTRACTOR At TIME OF PERMIT SUBMITTAL: - MFG. JST. DESIGN AND LAYOUT IF APPLICABLE (FROM MANUFACTURER) - MFG. TRUSS DESIGN AND LAYOUTS (FROM MANUFACTURER) I GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER I8 PROVIDED, FOUNDATION DESIGN iS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PRF, EXTERIOR FOOTINGS SHALL BEAR 18' (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACKFILL TO BE THOROUGHLY COMPACTED. MINIMUM COMPRESSIVE STRENGTH OP CG14 1 TE PER tASLE 84022 TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION MINIMUM COMPRESSIVE STRENGTH (F'c) AT 2S DAYS MODERATE WEATHERING POTEPL7IAI. BASEMENT EXPOSED TWALLS, 'IONS 4 OTHER CONCRETE NOT NE WEA1I4ER 2500 pet BASEMENT SLABS 4 INTERIOR SLAB ON GRADE, EXCEPT GARAGEFLOOR SLABS. 2,500 pal BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS 4 OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER. 3000 per (5% to 1% alr entrained PORCHES, CARPORT SLABS 4 STEPS EXPOSED THE UEATHER 4 GARAGE FLOOR SLAB. 3000 r (8% to 1% air entrained) i� CONCRETE 'BATCH TICKET' SHALL BE AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL REINFORCING STEEL TO COMPLY WITH ASTM A615 GRADE 40. UN.O. (SEE STRUCTURAL) ATICH BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 1/4'x3'x3' PLATE WASHERS. WOOD BEARING ON OR INSTALLED.:WITHIN 1' OF MASONRY OR CONCRETE TO BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FOUNDATION SILL BOLTS TO SE 5/8' DIAMETER At 5'-0' O.C. UN.O. WITI4 MN. 1' EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR USP STRUCTURAL CONNECTORS. ALL WOO iN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED LUMBER SHALL BE RETREATED N THE FIELD IN ACCORDANCE WITH AWPA M4. (END CUT SOLUTION BY WOLMANIZED WOOD) PER IRC 8311.1.1, FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD 614ALL 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 SY SEC. R4062 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER OF (a) THE TOP OF THE FOOTING OR (8) 6 INCHES BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8 INCH PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF 714E WALL. THE PARGitN'G. SHALL !BE DAMPPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. BITUMINOUS COATING. 2.3 POUNDS PER 8Q. YD. OF ACRYLIC MODIFIED CEMENT. 3. fie' COAT OF SURFACE -BONDING CEMENT COMPLYING WITH ASTM C 881. 4. ANY MATERIAL PERMITTED FOR WATERPROOFING IN SEC. R4062. 5. OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARGNG OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY. CONCRETE WALLS SHALL SE DAMPPROOFED BY APPLYING ANY ONE OF THE LISTED DAMPPROCk ING_MATERIALS OR ANY ONE OF THE WATERPROOFING MATERIALS LISTED IN 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 t LL A RETAIN EARTH AND ENCLOSE ANTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM THE HIGHER OF (a) THE TOP OF THE FOOTING, OR (b) 6 INCHES BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. WALLS SHALL BE WATERPROOFED i14 ACCORDANCE WITH ONE OF THE FOLLOWING: 1. 2 -PLY 140T -MOPPED FELTS. 2.55 POUND ROLL ROOFING.. 3. 6 -MIL POLYVINYL CHLORIDE. 4. 6 -MIL POLYETHYLENE 5.40 -MIL POLYMER -MODIFIED ASPHALT. 6.60 -MIL FLEXIBLE POLYMER CEMENT. 1. Le' CEMENT -BASED, FIBER -REINFORCED, WATERPROOF COATING. 8. 60 -MIL SOLVANT-FREE, LIQUID -APPLIED SYNTHETIC RUBBER EXCEPTION: ORGANIC -SOLVENT -BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED HYDROCARBONS, KETONES AND ESTERS SHALL NOT BE USED FOR ICF WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL. USE OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND PARGINGS TO SEAL ICF WALLS I8 PER" 1ITtED. COLD -SETTING ASPHALT OR HOT ASPHALT SHALL CONFORM t0 TYPE C OF ASTM D 449. HOT ASPHALT SHALL EE APPLIED AT A TEMPERATURE OF LESS THAN 200'F. ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. BT PIM BL DRAFTSTOPPING R302.12 IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE 130TH ABOVE 4 BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, PR4FT8TOP8 SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY 15 ENCLOSED BY A FLOOR MEMBRANE ABOVE 4 A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1 CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. DRAFTSTOPPING SHALL CONSIST OF MATERIALS LISTED 114 IRC SECTION 8302.12.1 FIREBLOCKING R302.11 IN COMBUSTIBLE CONSTRUCTION, FIRESLOCKiNG SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION iN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF silos OR STAGGERED StUPB AS FOLLOWS: 1.1. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 12. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10f't 2. AT NTERCONNECTIONB BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILING$, AND COVE CEILINGS. 3. N CONCEALED SPACES !BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH iRC SECTION R302.1 02' GWS) 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES At CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING 11-116 ANNULAR SPACE SHALL NOT BE REQUIRED t0 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 I8 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 NTENDED. 714E INTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTAINED. SEPARATE PERMIT REQUIRED FOR: Oylochanical ectrical Ll Plumbing d Gas Piping City of Tukwila BUILD/NG DIVISION 1 GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE R6023(I).GYPSUM WALL BOARD AT INTERIOR WALLS TO BE FASTENED ACCORDING TO TABLE 81023.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD TABLE R102.3» T14ICKNEe6 OP GYPeUM BOARD OR G L PRODUCTS APPI.ICAtION ORIENTATION OF GYPSUM GYPSUMOL PRODUCTS To FRAMING MAXIMUM SPACING OF "IIs MEMBERS (INCHES 0.W MAXIMUM SPACING GF FASTENERS (INCI496) SIZE OF NAILS FCR NAILS tub" edh®etw SCREW. .4PFLICATi0N TO WOOD FRAMING(140403) gam, CEILING PERPENDICULAR 24 1 12 13 GAGE 1-1/4' LONG, 19/64' HEAD, COW DIA, 1-1/4' LONG, ANNULAR - MGM OR 4d COOLER NAiL, 0.080 DIA. 1-3/8' Lars, 1/32' MAD. WALL EITHER DIRECTION 24 8 1B IQ'CEILING CEILINGS EITHER DIRECTION 16 7 12 La GAGE; 1-3/9' LONGs,19/64' I4EAD, 0.099' DIA. I-1/4' LONG, ANNULAR - PERPENDICULAR 24 1 12 RINGED, OR 6d COOLER NAIL., 0006' DiA, I-5/8' LONG, B/64' HEAD, OR ormet I scum NAIL 010615' DIA. 1-1/8' LONG, 9/32' I4:AD. WALL EITHER DIRECTION 24 8 a WALL EITHER DIRECTION 16 8 16 9/8' CEILING EITHER DIRECTION 16 1 12 13 GAGE 1-549' L.OPki, 19/64' I4:AD, 0.0W DIA, 1-3/8' LONG, A NLILAR- RMGEDP OR 6d COOLER NAIL, 0.092' DiA. I-1/8' LONG, 1/4' HEAD, OR GYPSUM BOARD NAIL, 00915' OW 1-1/8' LONG. 19/64' I.eAD. d 1-1/8' LONG 6COATED NAiLS OR EQUIVALENT DRYWALL. SCREWS. >>-L SLY wtH SECTION iCt023a1 CEILING PERPENDICULAR 24 1 12 TYPE X AT GMEATHARAGE LG HABITABLE ROOMS PERPENDICULAR 24 6 6 MALL EITHER DIRECTION 24 8 12 19 GAGE, I-5/8' LONG, 19/64' MEAD. 0098' DIA. 1-3/8' LONG,, At61JLAR- RfNGED, OR 6d COOLER NAIL, 0092' DIA, I-1/8' LONG, 1/4' HEAD, OR GYPSUM BOARD NAIL. 0091/5' DIA. 1-1/8' LONNG.19/64' HEAD. U ALL EITHER DIRECTION 16 8 16 APPLICATION WITH ADHESIVE 9/8' CEILING: PERPENDICULAR 16 16 16 SAME Ab ABOVE FOR 3/8' GYPSUM BOARD AND GYPSUM PANEL PRODUCT& WALL EITHER DIRECTION 16 16 24 1/2' OR WV CEILING EITHER DIRECTION i6 16 ib GELLING PERPENDICULAR 24 12 16 = SAME A6 ABOVE FOR V2' AND 5/8' GYPSUM BOARD AND GYPSUM PANEL PRODUCTS, ttESPEGtIVELY. W1MLL EITHER DIRECT1oN 24 16 24 'LUNO 3/8 LAYERS CEILING ICULAR 16 16 16 BASE PLY NAILED AS ABOVE FOR i' GYPSUM BOARD AND GYPeUM PANEL PRODUCTS: FACE PLY 156TALLED WITH AD4E8IVW UJALL EITHER DIRECTION 24 24 24 FASTENERS ALL NAILS SPECIFIED ON THIS PLAN SHALL SE COMMON OR GALVANIZED EOX (UNLESS NOTED OTHERWISE) OF THE DIAMETER AND LENGTH LISTED BELOW OR AS PER APPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) Sd COMMON (0.131' DIA., 2-1/2' LENGTH), Sd BOX (0.113' DIA, 2-1/2' LONG), 10d COMMON (0.148' DIA., 3' LONG) 10c1 BOX (0.128' DIA., 3' LENGTH), 16C1 COMMON (0.162' DIA, 3-1/2' LONG), 16cl SINKER (0.148 DIA, 3-1/4' LONG) 5d 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 GF THE GRADING RULES OF THE WESTERN PRODUCTS ASSOCIATION OR THE WEST COAST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL SE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: JOISTS: WOOD TYPE: 2X4 2X6 OR LAGER 4 -IF +2 - Fb■915 psi, Fv•150 per, Fc■1300 pet, E■13000p0per HF +2 - Pb■915 per, Fv•150 pet, Fc•1300 psi, E■l300000per Ji 4X 6X OR LARGER DF -L 1'2 - Po. 00 per, Fv.I80 per, Fc•1350 pet, E■1600000pe1 DF -L 17 - Fb•815 pel, Fv■110 per, Fc•600 per, E•1300000pel S'NDS INF 112 - Fo.S15 per, Fv■150 per, Fc■1300 per, E•1300000ps1 I -4F r2 - Pb■915 per, Fv■150 psi, Fc■1300 per, E■1300000pei 2X4 2X6 OR LARGER ESUS HF s2 - Pb•915 per, Fv•150 par, Fc.1300 per, E■1300000pe1 HIF a2 - Fb■915 per, Fv■150 psi, Fc.1300 psi, E■1300000pa1 DF -L 11 - Pb•1200 per, Fv■110 p61, Fc•1000 p61, E■1600000pe1 4X4 4X6 OR LARGER 6X6 OR LARGER GLUED -LAMINATED BEAM (GLS) SHALL BE 24F -V4 FOR SiNGLE SPANS 4 24F -VS FOR CGNTINUOUSS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Fb • 2,400 PSI, Fv • 165 PBI, Fc • 650 PSI (PERPENDICULAR), E • 1,800,000 PSI. ENGINEERED WOOD BEAMS AND I -JOIST CONTRACTOR SHALL SUBMIT 514OP DRAWINGS AND SPECIFICATIONS FOR APPROVAL 87 BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST ICC EVALUATION REPORT. BEAMS DESIGNATED AS 'PSL' SHALL HAVE THE MINIMUM PROPERTIES: Fb • 2,900 PSI, Fv • 290 PSI, Fc • 150 PSI (PERPENDICULAR), E • 2,000,000 P51. 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 'LSL' SHALL HAVE THE MINIMUM PROPERTIES: . Fb • 1,100 PSI, Fv • 400 P51, Fc • 680 PSi (PERPENDICULAR), E • 1,300,000 PSI. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE LIMTED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUM • L/480, FLOOR TOTAL LOAD MAXIMUM • L/240. PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED t0 SUPPORT SELF WEIGHT PLUS LiVE LOAD AND SUPERIMPOSED DEAD LOADS AS STATED IN THE GENERAL NOTES. TRUSSES SHALL BE DESIGNED 4 STAMPED ICY A LICENSED PROFESSIONAL ENGINEER AND FABRICATED ONLY FROM THOSE DESIGNS. NONBEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH 414 APPROVED FASTENER (SUCH AS SIMPSON STC) TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. ALL PERMANENT TRUSS MEMBER BRACING SHALL BE INSTALLED PER THE TRUSS DEIGN DRAWINGS. ROOF/WALL/FLOOR SHEATHING TYPICAL WALL 4 ROOF SHEATHING SHALL BE 1,16' RATED SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE Sd COMMON 0 6 0.C. a PANEL EDGES AND 12' O.C. IN FIELD UN.O. ON 514EARAALL SCHEDULE. SPAN INDEX SHALL BE 24/0 FOR WALLS AND 24/16 FOR ROOF. FLOOR 51-EATHING SHALL SE 3/4' T4G RATED (40/20).SH!ATHiNG, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE Sd COMMON AT 6' 0.0. 0 PANEL EDGES AND 12' 0.C: 114 FIELD. SPAN INDEX SHALL BE 40/20 UNLESS NOTED OTHERWISE. STAGGER END LAPS AT ROOF AND FLOOR BREATHING. WALL FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE PROVIDED iN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER 11470 THE WALL CAVITY OR PENETRATION OF WATER t0 714E BUILDING STRUCTURAL FRAMING COMPONENTS. TI4E FLASHING SHALL EXTEND t0 THE SURFACE OF THE EXTERIOR WALL FiNISH AND SHALL EE INSTALLED 70 PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED At ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS t0 BE LEAKPROOF, 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH ''1 R14iME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO OPENINGS. 3. UNDER AND A7 714E ENDS OF MASONRY, WOOD, OR METAL COPINGS AND SILLt 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. II . . WINDOWS SHALL BE INSTALLED AND FINISHED 114 ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. ALL SKYLIGHTS AND SKY WALLS 70 SE LAMINATED GLASS UNLESS NOTED OTHERWISE. SECTION 8310 -EMERGENCY ESCAPE 4 RESCUE OPENINGS R310.1 EMERGENCY ESCAPE AND RESCUE OPENNG REQUIRED. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL EE REQUIRED 114 EACH SLEEPING ROOM. EMERGENCY ESCAPE AND RESCUE OPENINGS 64 -LOLL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT OPENS TOA PUBLIC WAY. EXCEPTION= STORM SHELTERS AND EASEMENTS USED ONLY t0 HOUSE MECHANICAL EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF2005QFT. MINIMUM OPENING AREA: ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MIN. NET CLEAR OPENING OF 5.1 SQ. FT. EXCEPTION: GRADE FLOOR OPENINGS 51-1ALL HAVE A MIN. 5.0 SQ. FT. MINIMUM OPENING HEIGHT: THE MIN. NET CLEAR OPENINGS HEIGHT 514ALL BE 24 INCHES.. MINIMUM OPENING WIDTH: THE MN NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. MAXIMUM SILL HEIGHT: N DWELLING UNITS, WHERE THE TOP OF THE SiLL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS 744,414 24' ABOVE 114E FINISHED FLOOR AND GREATER THAN 12IN ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON 114E EXTERIOR OF 714E BUILDING, 714E OPERABLE WINDOW SHALL COMPLY WiTI4 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. OPERABLE WINDOWS THAT ARE PROVIDED WITH WiNDOW FALL PREVENTION DEViCE3 THAT COMPLY WITH ASTM F 2090. 3. OPERABLE WINDOWS THAT ARE PROVIDED WiTH WINDOW OPENING CONTROLDEViCES THAT COMPLY WITH SECTION R31222. SAFETY GLAZING SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS OR AS OTHERWISE REQUIRED PER IRC SECTION 8308,4 I. SIDE HINGED DOORS 2. SLIDING GLASS DOORS AND PANELS 114 SLIDING 4 BI -FOLD CLOSET POOR ASSEMBLIES 3. STORM DOORS 4. SHOWER AND BATH TUB, HOT TUB, WHIRLPOOL, SAUNA, STEAM ENCLOSURES 5. GLAZING W/ THE EXPOSED EDGE WITI-IN A 24' ARC OF EITI4ER VERTICAL EDGE OFA DOOR IN THE CLOSED POSITION 4 BOTTOM EDGE i6 LESS THAN 60' ABOVE THE WALKING SURFACE GLAZING GREATER THAN 9 SP: AND LESS THAN 18' ABOVE FINISHED FLOOR 6. GLAZING IN GUARDRAILS 1. GLAZING LESS 714AN 18' ABOVE FINISHED FLOOR 8. GLAZNG WHERE THE BOTTOM EXPOSED EDGE OF TI4E GLAZING IS LESS THAN 36' ABOVE THE PLANE OF THE ADJACENT WALKING AIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPSSHALL BE CONSIDERED A HAZARDOUS LOCATION. PLANNING APPROVED • No changes .can be made. to these plans without approval from the Planning Division of DCD Approved By: L-3 REVISIONS No changes shall bo made to the scope of work without prior approval of Tu!t,vila Building Division. NOTE: 1 - visisns will require a new plan submittal and may in3lude additional plan review fees. Ti ► P10i5 41. CTIGN GENERAL MAINTAIN I' CLEARANCE ABOVE INSULATION FOR FREE AIR FLOW. INSULATION BAFFLES t0 EXTEND 6' ABOVE BATT INSULATION INSULATION BAFFLES t0 EXTEND 12' ABOVE LOOSE FILL INSULATION INSULATE BEHIND TUBS/SHOWERS, PARTITIONS AND COMERS FACE -STAPLE FACED BAITS FRICTION -FIT UNPAGED 8AT'75 USE 4 MIL POLY VAPOR RETARDER AT EXTERIOR WALLS R-10 INSULATION UNDER ELECTRIC WATER HEATERS. INSULATION MATERIALS INSULATION MATERIAL, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAW- SPACES, AND ATTICS SHALL HAVE A FLAME -SPREAD INDEX NOT 70 EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT t0 EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 EXCEPTIONS: 1. WHEN SUCH MATERIAL ARE INSTALLED IN CONCEALED SPACES, THE FLAME -SPREAD AND SMOKE-DEVELOPEMENT LIMITATIONS DO NOT APPLY t0 THE FACINGS, PROVIDED THAT THE RACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF TI -IE CEILING, FLOOR, OR WALL FIN1544. 2. CELLULOSE LOOSE -FILL NSULATiON, WHICH iS NOT SPRAY APPLIED, COMPLYING WITH 714E REQUIREMENTS OF IRC R3I6. 3. SHALL ONLY BE REQUIRED TO MEET THE SMOKE -DEVELOPED INDEX OF NOT MORE 714AN 450. INFILTRATION CONTROL EXTERIOR JOINTS AROUND WiNDOWS AND DOOR FRAMES, PENETRATIONS N FLOORS, ROOFS AND WALLS AND ALL SIMILAR OPENINGS 51-1ALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL SE PROPERLY INSTALLED iN ROOF DECKS, N ENCLOSED CEILING SPACES AND AT EXTERIOR WALLS. GROUND COVER OF 6 MIL (0.006') BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER THE GROUND N ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED 12' AT EACH JOINT AND SHALL EXTEND t0 NE FOUNDATION WALL. CTIMIS AND POSTING OF CERTIFICATE WSEC R4013 A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED ON A WALL 114 THE SPACE UI -ERE THE FURNACE IS LOCATED, A UTILITY ROOM, OR AN APPROVED LOCATION INSIDE THE BUILDING. WHEN LOCATED ON AN ELECTRICAL PANEL, THE CERTIFICATE SHALT. NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABELS. THE CERTIFICATES SHALL LIST THE PREDOMINANT R -VALUES OF INSULATION INSTALLED 114 OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND FENESTRATION AND THE SOLAR HEAT GAN COEFFICIENT (SHGC) OF FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATES SHALL LIST 714E VALUE COVERING THE LARGEST AREA. THE CERTIFICATES SHALL LIST THE TYPES NAND EFFICIENCIES OF 44EATNG, COOLING AND SERVICE WATER HEATING EQUIPMENT. WHERE A GAS-FIRED UNVENTED ROOM HEATER, ELECTRIC FURNACE, OR BASEBOARD EL3ECTRIC HEATER IS NStALLED IN THE RESIDENCE, THE CERTIFICATES SHALL LIST 'GAS-FIRED UNVENTED ROOM HEATER' 'ELECTRIC FURNACE' OR 'BASEBOARD ELECTRIC HEATER ' AS APPROPRIATE. AN EFFICIENCY SHALL SE NOT 8E LISTED FOR GAS-FIRED UNVENTED ROOM HEATERS, ELECTRIC FURNACES OR ELECTRIC BASEBOARD HEATERS. EXCEPTION: DUCTS OR PORTIONS THEREOF LOCATED CGMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE. DUCTS LOCATED IN CRAWL SPACES DO NOT QUALIFY FOR 1-4418 EXCEPTION. DUCT AKAGE TESTING: DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH WSU RS -33, USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED IN 2015 WSEC SEC. R403.3.3. A WRITTEN REPORT OF 714E RESULTS SHALL BE SIGNED BY 114E PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. BUILDI1NG AIR LEAKAGE TESTING 2015 WSEC SEC. R402.4 THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR, LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS 8402.4.1 THROUGH 8402,4,4. 4110 • IP 2015 UNIFORM PLUMBING CODE SEC. 312.12 STRAINER PLATES ON DRAIN INLETS SHALL BE DESIGNED AND INSTALLED SO THAT NO OPENING EXCEEDS V2 OF AN NCH IN 714E LEAST DIMENSION: 312.12.1 METER BOXES SHALL BE CONSTRUCTED IN SUCH AN MANNER THAT RATS CANNOT ENTER A BUILDING BY FOLLOWING THE SERVICE PIPES FROM THE BOX INTO THE BUILDING. 312.122 METAL COLLARS IN OR ON BUILDINGS WHERE OPENING'S HAVE BEEN MADE 1 WALLS, FLOORS, OR CEILINGS FOR 114E PASSAGE OF PIPES, SUCH OPENINGS SHALL 8E GLOBED AND PROTECT;D BY THE INSTALLATION OF APPROVED METAL COLLARS SECURELY FASTENED t0 THE ADJOINING STRUCTURE. 312.123 TUB WASTE OPENINGS N FRAMED CONSTRUCTION TO CRAWL SPACES AT OR BELOW THE FIRST FLOOR SHALL EE PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS OR'METAL SCREEN SECURELY FASTENED TO THE ADJOINING STRUCTURE WITH NO OPENING EXCEEDING OF AN NCH IN THE LEAST PIMENSIC*L. WSEC SECTION R404 8404.1 INTERIOR LIGHTING: A MINIMUM OF 18 PERCENT OF ALL'LUMINAIRES 514ALL BE HIGH EFFICACY LUMINAIRES. LIGHTING THAT COMPLIES WITH THE PRESCRIPTIVE INTERIOR STAIRWAY ILLUMINATION PER SEC R303.1 IRC INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM THE I6:4iLDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE WALL SWITCH At EACH FLOOR LEVEL t0 CONTROL THE LiGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. EXCEPTION: ION• A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL I OF LIGHTING iS.'PROVIDED. EXTERIOR STAIRWAY ILLUMINATION PER SEC R303.8 IRC '. - EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL'. LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. STAIRWAY ILLUMINATION 51-IALL RECEIVE PRIMARY POUER FROM THE BUILDING WIRING, EXTERIOR STAIRWAYS PROVIDING ACCESS t0 A BASEMENT FROM THE OUTDOOR GRADE LEVEL 51-IALL BE PROVIDED WITH 414 ARTIFICIAL LIGHT SOURCE LOCATED At THE BOTTOM LANDING OF THE STAIRWAY. snots PER SEC R602.6 DRILLING AND NOTCHING OF STUDS SHALL DE. (N ACCORDANCE WITH THE FOLLOWING: 1. NOTCHING. ANY STUD 114 AN EXTERIOR WALL OR BEARING PARTITION SHALL 8E PERMITTED TO BE CUT OR NOTCHED 70 A DEPTH NOT EXCEEDING 25% OF ITS WIDTH. STUDS IN NONBEARING PARTITIONS SHALL BE PERMITTED t0 BE NOTCHED TO A DEPTH NOT t0 EXCEED 40% OFA SINGLE STUD WiDTH. 2. DRILLING. ANY STUD SHALL BE PERMITTED TO SE BORED OR DRILLED, PROVIDED 71447 744E DIAMETER OF THE RESULTING 14OLE IS NO MORE THAN 60% OF THE STUD WIDTH, THE EDGE OF THE HOLE 15 NO MORE THAN t'B NCH TO THE EDGE OF THE STUD, AND THE HOLE I8 NOT LOCATED IN THE SAME SECTION ASA CUT OR NOTCH.8TUDS LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS DRILLED OVER 40% AND UP TO 60% SHALL ALSO BE DOUBLED WiTH NO MORE 71-IA14 TWO SUCCESSIVE DOUBLED STUDS BORED. SEE FIGURES R602.6(1) AND R602.3(2). EXCEPTION: USE OF ,APPROVED STUD SHOES IS PERMITTED WHERE THEY ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. DRILLING AND NOTCHING OF TOP PLATE. PER SEC 8602.6.1 WHEN PIPING OR DUCTWORK IS PLACED IN OR PARTLY IN 414 EXTERIOR WALL OR INTERIOR LOAD -SEARING WALL, NECESSITATING CUTTING, DRILLING OR NOTCHING OF THE TOP PLATE SY MORE THAN 50 PERCENT OF IT'S WIDTH, A GALVANIZED METAL TIE NOT LESS THAN 0.054 NCH THICK AND 1-1/2' INCHES WIDE SHIALL BE FASTENED ACROSS AND TO THE PLATE AT EACH BIDE OF 144E OPENING WITH NOT LESS 1144 14 EIGHT 10d NAILS HAVING A 11114111UM 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 R602.6.1, EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING. Permit 0 Plan review n nrc„� p. l is subject to errors and omissions. Approval of consiruciion documents does not authorize the violation of any adopted code or ordinance. Rcceit of approved Field Copy and conditions is acknowledcad. E3y: Date: City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JAN 242017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 012016 PERMIT CENTER ALL GLAZING TO I5E IN COMPLIANCE WITH THE 2015 UJASI- INGTON STATE ENERGY CODE. SING L -FACTOR CEILING VAULTED , ;., • ' Q° ;T. VERTICAL OVERHEAD CEILING : ` _Ltli. 028 050 R-43 R-38 21 R -2I R-38 R;10 CL gch •y yc'� a s a, -Sal. yN o0 E z.a . 0 t..) 0 it4 444 M 444 H w �o o� a U x U 0 ti 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: LS1-1509-2L Date: 10-11-16 N-1 i 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: LS1-1509-2L IDate: I 10 -11 -fro N-2 VENTILAT 0 QUIF1 ENTS ROOF ATTIC vNT1LATION C4LCU< IN O OldSE VENTIL4TION SYSTIN11, SEC. MI501 111501.4.1 LOCAL EXHAUST FANS EXHAUST FANS PROVIDING LOCAL EXHAUST SHALL HAVE A MINIMUM VENTILATION CALCULATIONS 4 REQUIREMENTS HATING EQUIPMENT, ALL WARM-AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND FAN FLOW RATING NOT LESS THAN 50 c4'm AT 0.25 INCHES WATER GAUGE FOR BATHROOMS, LALNDRIES, OR SIMILAR ROOMS AND 100 oft AT 0.25 INCHES WATER GAUGE FOR KITCHENS. MANUFACTURERS' FAN AT LEAST 40%4 NOT MORE THAN 50% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF INSTALLED t0 LISTED SPECIFICATIONS. FLOW RATINGS SHALL SE DETERMINED A8 PER 1-IVf 916 (APRIL 1995) OR AICA 210. VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST PONT) WITH THE -4.3 NO WARM-AIR FURNACES SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, IiXCEPTION: WHERE A RANGE HOOD OR DOWN DRAFT EXHAUST FAN 18 USED t0 SATISFY THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. N VENTILATION REQUIRED PER SEC. R806.1 - ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES - BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WIT(-I ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT InIREr-T VENT. FUs�er_ ENCLOSE) FU ANAr_E6PI_EC_TRIr_ WEATINer. air ACEp, LOCAL EXHAUST REQUIREMENTS FOR KITCHENS, THE RANGE HOOD OR DOW,'4 DRAFT EXHAUST ._ .�, _.. . _. ., .. _._ ..�.-....._ . _, _ ..--.�_. SHALL NOT BE LESS THAN 100 cfln AT 0J0 INCHES WATER GAUGE. LIQUEFIED PETROLEUM GAS-BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT. BASEMENT OR SIMILAR CEILINGS APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL FORMED WHEREARE® HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED iv=' AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST 4 W DIMENSIONS OF 1/16' INCH MINIMUM AND 1/4' INCH MAXIMUM. VENTILATION OPENINGS HAVING A LEAST ® 0� 4 W LOCATION WHEIzE HEAVIER THAN AIR GAS MIGHT COLLECT. APPLIANCES 80 FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN MI501.42 LOCAL EXHAUST CONTROLS LOCAL EXHAUST SYSTEMS SHALL BE CONTROLLED BY MANUAL APPROVED MEANS FOR REMOVAL OF UNBURNED GAS. SWITCHES, DEHUMIDISTATB, TIMERS, OR OTHER APPROVED MEANS. LOCAL EXHAUST SYSTEM HEATING. AND COOLING EQUIPMENT LOCATED INA GARAGE AND WHICH GENERATES A GLOW, SPARK OR FLAME CONTROLS SHALL BE READILY ACCESSIBLE. CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL Be INSTALLED WITH THE PILOTS AND BURNERS OR HEATING DIMENSION LARGER THAN 1/4' SHALL BE PROVIDED WITH CORROSION-RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL WITH OPENINGS HAYING A LEAST DIMENSION ELEMENTS AND SWITCHES AT LEAST 18' ABOVE THE FLOOR LEVEL. T' >=. �= ri ..3(1� OF 1/16' MINIMUM AND 1/4' MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM t0 THE ® ® ® VENTILATION TEMPERA'T'URE CONTROL THE PRIMARY SPACE CONDITIONING SYSTEM WITHIN EACH DUELLING UNIT SHALL SYSTEMA' M t$• OF SECTION 8802:1. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY t0 BE REQUIREMENTS THE OUTSIDE AIR PROVIDED UJITI4 AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE WSEC SEC. 403.1.1 DWELL ING NUMBER OF BEDROOMS (1 EAVE VENTS) e UNIT FLOOR MINIMUM VENT AREA PER SEC. 88062 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/150 f �-- AREACSF.) 0-1 2-3 4-5 6-1 >1 VENTILATION EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE BW GAS VENT SHALL BE OF THE AREA OF THE VENTED SPACE. INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MFR'S INSTALLATION INVINUCTION5 AND APPLICABLE AIR=LOW IN CFM VENT AND INSULATION CLEARANCE PER SEC. R8063 - WHERE EAVE OR CORNICE VENTS ARE CODE REQUIREMENTS. <1,500 30 45 60 THE FREE FLOUT OF AIR. NOT LESS THAN A 1-INCH SPACE A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE THE HIGHEST POINT WHERE THE VENT 15 90 INSTALLED, INSULATION SHALL NOT BLOCK SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND At THE LOCATION PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' OF THE VENT. 1,501-3,000 45 60 15 90 105 VENT. OF THEUTILITY R2011NOTES/MAKE UP AIR:3,001-4,500 60 15 90 105 120 LIFFER ROOF: (AREA 1) 1. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE 4,501-6,000 15 90 105 120 135 1,994 SQ. FT. OF ATTIC AREA/300 = 6.64 SQ. FT, NOTE: UPPER ROOF VENTING PROVIDED BY lkI0' EXHAUST DUCT SI-TALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED OF VENTILATION REQUIRED (95'1 SQ. INCHES) 1=1 X50 Ia00F VENTS. (50 * N. PER VENT) WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION. 6,000-1,500 SO 105 120 135 150 UPPER VENTS = 4'19 Sc. In. (10 AF50 VENTS) JUTE: EAVE VENTING PROVIDED BY (4)-2 VS' DIAMETER 2. INSTALLATIONS EXHAUSTING MORE THAN 200 Clef SHALL BE PROVIDED WITH MAKE UP AIR. WHERE A CLOSET IS rsE6!rNEn Fess. TI4E 11.LL N /IF 4 LOTI.iES riRywR, AN OPENING uevING AN AREA OP NOT I =AA TP4N IQ,TAAT!OC >1,500 105 120 135 150 165 'BIRD HOLES' EAVE BLOCK LOWER VENTS ■ 419 Sq. In. PER 31 EAVE VENTS x12' PER BOCK = 312 Sq. In. (4)-2 1/8' DIA HOLES •=14.16 Sq. In. w/o MESH ® ® ® ® ® SQ. INCHES FOR MAKE Up AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR. MEANS. `= „3. 21 INTENIIITTIENT 1114,LEM2C140s1ICAL 50' 150 Sq. In. NRA. MESH • 12' Sq. In. PER BLOCK 3 AF50 VENTS x PER VENT • w/ i ■ 100 SQ INCH TRANSFER GRILL PER IRC G2439.4 (614.6) VENTILATION RATE F (AREA 1) 24 �►� a- a ��. . °._._ ILATI SYSTEM. C. : ,, RUN-LIME EACH 4-HOUR SEGMENT 25% 33% 50% 669 15% 100% AS AMENDED BY WASHINGTON STATERI FACTOR 4 3 2 1.5 1.3 10 M1501.1 GENERAL WHERE LOCAL EXHAUST OR WHOLE-HOUSE MECHANICAL VENTILATION SYSTEMS AND EQUIPMENT 1' . -, �� '" A MIN SHALL BE DESIGNED IN ACCORDANCE WITH THIS SECTION. Mal 1, _i P .00L. IDCWAUST.ES • ,° -AND 1110-FAMILY DLIELLIhrse M15012 RECIRCULATION OF AIR EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO AREA t0 13E EXHAUSTED EXHAUST RATES E THE OUTDOORS. EXHAUST AIR FROM BATHROOMS ANP TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC,. CRAWL SPACE OR OCHER AREAS OF THE BUILDING. MI5013 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM WHOLE-HOUSE MECHANICAL VENTILATION SYSTEMS KITCHENS _ 100 am U,18T OR 25 1I TERMICx 11'-0' EAVE VENTS) SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS M1501.3.1 THROUGH 1115013.3. MECHANICAL EXHAUST MI5013.I S'rSTEM DESIGN EACH DWELLING UNIT OR GUESTROOM SHALL BE EQUIPPED WITH A VENTILATION SYSTEM BATHROOMS-TOILET RMS LAUNDRY ROOMS CAPACITY OF COMPLYING WITH SECTION M15013.4,1115013.5,1115013.6 OR 11150136.1. COMPLIANCE IS ALSO PERMITTED TO BE INDOOR SWIMMING 50 O cf)n0 INTERMITTENT OR 20 cAn CONTINUOUS DEMONSTRATED THROUGH COMPLIANCE WITH THE INTERNATIONAL MECHANICAL CODE OR A6HR4E STANDARD 622. POOLS 4 SPAS of ' - a7 MI5013.2 CONTROL AND OPERATION Q ;n .. tv W G I 441 N'.. 5` 1. LOCAT1014 OF CONTROLS. CONTROLS FOR ALL VENTILATION SYSTEMS SHALL ESE READILY ACCESSIBLE BY THE OCCUPANT: 2. INSTRUCTIONS. OPERATING INSTRUCTIONS FOR WHOLE-HOUSE VENTILATION SYSTEMS SHALL BE PROVIDED TO THE Y CODE CCIPLIAICE AND minims OCCUPANT BY THE INSTALLER OF THE SYSTEM. ..; 3. LOCAL tIXHAUST SYSTEMS. LOCAL EXHAUST SYSTEMS SHALL BE CONTROLLED BY MANUAL SWITCHES, 2015 WSEC: 3.5 ENERGY DEHUMIDISTATS, TIMERS, OR OTHER APPROVED MEANS. 4. CONTINUOUSWHOLE■HOUSE VENTILATION SYSTEMS. CONTINUOUS WHOLE-HOUSE VENTILATIONS SYSTEMST SHALL ENERGY CREDIT OPERATE ONTINJOUSLY AND BE EQUIPPED WITH AN OVERRIDE CONTROL. A 'FAN ON' SWITCH SHALL BE PERMITTED A3 AN OVERRIDE CONTROL. CONTROLS SHALL BE CAPABLE OF OPERATING TI4E VETILATION 1d -EFFICIENT SYSSTEM WITHOUT ENERGIZING OTHER ENERG-CONSUMING APPLIANCES. A CLEARLY VISIBLE LABEL SHALL BE PRESCRIPTIVE AFFIXED TO THE CONTROLS THAT READS 'WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS).' MODIFICATIONS: 5. INTERMITTENT WHOLE-HOUSE VENTILATION SYSTEMS. INTERMITTENT WHOLE-HOUSE VENTILATION SYSTEMS SHALL -VERTICAL COMPLY WITH THE FOLLOWING: - FLOOR R-38 5.1 THEY SHALL BE CAPABLE OF OPERATING INTERMITTENTLY AND CONTINUOUSLY. -SLAB ON 52 THEY SHALL HAYS CONTROLS CAPABLE OF OPERATING THE EXHAUST FANS, FORCED-AIR -BELOW GRAPE SYSTEM FANS, OR SUPPLY FANS WITHOUT ENERGIZING OTHER ENERGY-CONSUMING APPLIANCES. 53. OR 53 THE SYSTEM SHALL BE DESIGNED SO THAT It CAIN OPERATE AUTOMATICALLY BASED 014 THE -COMPLIANCE CREDITS REQUIRED PER TABLE 406.2 OPTIONS: Cid, 3d, 5a, Sc 3.5 CREDITS) BUILDING ENVELOPE (05 CREDIT) COMPLIANCE IS BASE ON TABLE 8402.1.) WITH THE FOLLOWING FENESTRATION U=028 GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB BASED ON SECTION 8402.14: REDUCE THE TOTAL UA BY 5%. V.. „t "-•.041J14=1,"1,.,,,, WeeA1 1 �, 1 i , - i .,. 'i%I rw,- 1 Il ,r 11\V1 pm-s-i...". 5.4 THE INTEWITTENT MECHANICAL VENTILATION SYSTEM SHALL OPERATED At LEAST ONE HOUR OUT 3a - HIGH EFFICIENCY HVAC EQUIPMENT (1.0 CREDIT) OF EVERY FOUR. - GAS, PROPANE OR OIL-FIRED FURNACE WITH MINIMUM AFUE OF 94%, OR 5.5 TNI»=SYSTEM 54-1ALL HAVE .4 MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH ASA 24-HOUR - GAS, PROPANE OR OIL-FIRED BOILER WITH MINIMUM AFUE OF 92% CLOG.:. TIMER TO QUALIFY 10 CLAIM 11-115 CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY 5.6 THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND 5.1 At THE TME OF FINAL INSPECTION, THE AUTOMATIC CONTROL SHALL BE SET t0 OPERATE THE THE MINIMUM EQUIPMENT EFFICIENCY. WHOLE-HOUSE FAN ACCORDING TO THE SCHEDULE USED TO CALCULATE THE WHOLE-HOUSE FAN SIZING. 5d - EFFICIENT WATER HEATING (0.5 CREDIT) 5.8 A LABEL SHALL BE AFFIXED 10 THE CONTROL THAT READS 'WHOLE HOUSE VENTILATION (SEE - ALL SHOWER(-IEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE OPERATNG INSTRUCTIONS).' RATED At 1. 1115013.2.1 OPERATING INSTRUCTIONS INSTALLERS SHALL PROVIDE THE MANUFACTURER'S INSTALLATION, OPERATING 5 GPM OR LESS. AALL - OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. INSTRUCTIONS, AND A WHOLE-HOUSE VENTILATION SYSTEM OPERATION DESCRIPTION. 10 QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY 11(50133 IMEGHANlGAL VENTILATION RATE THE WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM SHALL PROVIDE THE OPTION BEING SELECTED AND SHALL SPECIFY THE MAXIMUM FLOW RATES FOR ALL SHOWERHEAAS, k(TCHEN SINK FAUCETS, AND OTHER LAVATORY FAUCETS. OUTDOOR AIR TO EACH DWELLING UNIT AT A CONTINUOUS RATE OF NOT LESS THAN THAT DETERMINED N ACCORDANCE WITH TABLE 11150133(1). 5c - EFFICIENT WATER HEATING (1.5 CREDITS) EXCEPTIC:,PA THE WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM IS PERMITTED TO OPERATE INTERMITTENTLY WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: WHERE THE .SYSTEM HAS CONTROLS THAT ENABLE OPERATION FOR NOT LESS THAN 25 PERCENT OF EACH 4-14OUR - GAS, PROPANE OR OIL WATER HEATER WITH MINIMUM EF OF 091 SEGMENT AND THE VENTILATION RATE PRESCRIBED IN TABLE 11150133(1) IS MULTIPLIED BY THE FACTOR OR DETERMINED IN ACCORDANCE WITH TABLE 1115013.3(2). - SOLAR WATER HEATING SUPPLEMENTING A MINIMUM STANDARD WATER HEATER SOLAR WATER HEATING WILL PROVIDE A RATED MINIMUM SAVINGS OF 85 THERMS MI5013.SSW-TOLE-HOUSE VENTILATION INTEGRATED WITH A FORCED-AIR SYSTEM. THIS SECTION ESTABLISHES OR 2000 kWh BASED ON THE SOLAR RATING AND CERTIFICATION CORPORATION MINIMUM PRESCRIPTIVE REQUIREMENTS FOR WHOLE-HOUSE VENTILATION SYSTEMS INTEGRATED WITH FORCED-AIR ($RCC) ANNUAL PERFORMANCE OF 0G-300 CERTIFIED SOLAR WATER HEATING vENTILATION SYSTEMS. A SYSTEM WHICH MEETS ALL THE REQUIREMENTS OF THIS SECTION SHALL ISE DEEMED TO SYSTEMS SATISFY THE REQUIREMENTS FOR A WHOLE-HOUSE VENTILATION SYSTEM. OR M15013,5J INTEGRATED WHOLE-HOUSE VENTILATION SYSTEMS. INTEGRATED WHOLE-HOUSE VENTILATION SYSTEMS - ELECTRIC HEAT PUMP WATER HEATER WITH MINIMUM EF OP 2.0 AND MEETING THE SHALL PROVIDE OUTDOOR AIR Al THE RATE CALCULATED USING SECTION 11150133. INTEGRATED FORCED-AIR STANDARDS OF NEEA'S NORTHERN CLIMATE SPECIFICATIONS FOR HEAT PUMP VENTILATION SYSTEMS SHALL DISTRIBUTE OUTDOOR AIR TO EACH HABITABLE SPACE THROUGH THE WATER HEATERS FORCED-AIR SYSTEM DUCTS. INTEGRATED FORGE-AIR VENTILATION SYSTEMS SHALL HAVE AN OUTDOOR AIR TO QUALIFY TO CLAIM THIS CREDIT, THE !BUILDING PERMIT DRAWINGS SHALL SPECIFY INLET DUCT CCTNECTING A TERMINAL ELEMENT ON THE OUTSIDE OF THE BUILDING TO THE RETURN AIR PLENUM THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT OF THE FORCED-AIR SYSTEM, AT A PONT WITHIN 4 FT UPSTREAM OF 74-E AIR HANDLER THE OUTDOOR AIR INLET TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY AND, FOR SOLAR WATER HEATING DUCT CONNECTION TO THE RETURN AIR STREAM SHALL BE LOCATED UPSTREAM OF THE FORCED-AIR SYSTEM SYSTEMS, THE CALCULATION OF TI4E MINIMUM ENERGY SAVINGS. !BLOWER AND SHALL NOT BE CONNECTED DIRECTLY INTO A FURNACE CABINET 10 PREVENT THERMAL 81-IOC 10 THE HEAT EXC4ANGER THE SYSTEM WILL BE EQUIPPED WITH A MOTORIZED DAMPER CONNECTED 10 THE AUTOMATIC VENTILATION CONTROL AS SPECIFIED IN SECTION 11150132. THE REQUIRED FLOW RATE SHALL BE VERIFIED BY FIELD TESTING WITH .4 FLOW HOOD OR .4 FLOW MEASURING STATION. 11150135.2 'VEWTILATION DUCT INSULATION. ALL SUPPLY DUCTS N THE CONDITIONED SPACE SHALL BE INSULATED TOA MINIMUM R-4. 111501,353 OUTDOOR AIR INLETS. INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES. OR OTHER MATERIAL. OUTDOOR AIR INLETS SHALL BE LOCATED SO AS NOT' 10 TAKE AIR FROM TI4E i REVIEWED FOR FOLLOWING AREAS: `CODE COMPLIANCE 1. CLOSER THAN 10 FT FROM AN APPLIANCE VENT OUTLET, UNLESS SUCH VENT OUTLET IS 3FT ABOVE APPROVED THE OUTDOOR AIR INLET. 1 D 2 WHERE It WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS. 3 JAN 24 CITY OF TUKWILA 3. A HAZARDOUS OR UNSANITARY LOCATION. . 4. A ROOM OR SPACE HAVING ANY FUEL-BURNING APPLIANCES TI-IEREN. 5. CLOSER THAN 10 Ft PROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM UNLESS TI-{E VENT DEC 01 2016 OPENING IS 41" LEAST 3 Ft ABOVE THE AIR INLET. City of Ttikwila 6. ATTIC, CRAWL SPACES, OR GARAGES. BUILDINGOLVI .ION i PERMIT CENTER 111501.4 LOCAL EXHAUST LOCAL EXHAUST SHALL BE PROVIDED IN EACH KITCHEN, BATHROOM, WATER CLOSET, LAUNDRY ROOM, INDOOR SWIMMING POOL, SPA, AND OTHER ROOMS WHERE WATER VAPOR OR COOKING ODOR I8 PRODUCED. LOCAL EXHAUST SYSTEMS SHALL BE DESIGNED TO HAVE A CAPACITY 10 EXHAUST THE MINIMUM AIR FLOW RATE DETERMINED N ACCORDANCE WITH TABLE 11101.4.pw,..00-0.1 i 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: LS1-1509-2L IDate: I 10 -11 -fro N-2 WEATHER ISTANT BARRIER OR SUBSTRATE FINISH SIPIN6 GSM TRIM FLASHING WITH 3" MIN. VERTICAL LE& HORIZONTAL WOOD TRIM fI Off' I Z. TRIM FAT SH EATl INCA/UJOOD STUDS N.T.S. REAR LVATION 2x6 EXTERIOR WALL 1/16' PLY OR 085 SHEATHING, TYP. SIDING PER ELEVATIONS OVER VAPOR BARRIER, PRE -FINISHED CONTINUOUS SHEETMETAL FLASHING, TYP. COMP. ROOFING OVER VAPOR BARRIER ATOP 1/16' PLY OR 058 SHEATHING, TYP. TRUSS OR RAFTER PER PLAN .00: To WALL PLASHING DETAIL. N.T.B. Ell01 -1 1111111117 ��=1111111 12 MASONRY VENEER - GENERAL NOTES PER SEC. R103.8 ANCHORED STONE AND MASONRY VENEER SHALL BE INSTALLED IN ACCORDANCE WITH THIS CHAPTER, TABLE R1033(1) AND FIGURE R103.8. MAXIMUM THICKNESS 4 INCHES 4 20 FEET HIGH SDC D0 4 Dl 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 ANY VERTICAL LOAD OTHER THAN THE DEAD LOAD OF THE VENEER ABOVE. MINIMUM 3/4 GAP BETWEEN TOP OF VENEER 4 STRUCTURAL FRAME INCLUDING ROOF RAFTERS. METAL TIES MAXIMUM 24 INCHES HORIZONTAL 4 VERTICAL SPACING. TIES IN SDC D0, DI, 4 D2 MUST SUPPORT NO MORE THAN 2 SQ FT OF WALL AREA (1400K 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. \\\�\\ 111111k \ \\\\��\\\\\\\\�■-- - s�\�\\\\\\\\\\momIIIIL IMMMMI VII \\\\\\\t�cal \\ •i \\\\\\\\\� \\\ gommi 1111111111111111L 7,111FTWP NNE in\V! mrsommir 12X24 VENT SHAKE SIDING RIGHT LVATION ROOF DRIP EDGES PER SEC. 83052.8.5 PROVIDE DRIP EDGE AT EAVES 4 GABLES W/ A MIN. 2' OVERLAP 5/4x8 BADE BOARD--\ 1x3 RAKE TRIM COMPOSITION ROOFING 5/4x8 FASCIA W/ CONT. GUTTER EXP. LAP SIDING ALL SIDES LEFT ELEVATION va•,r,o• 61R,4PE TO 5..01E AWAY FROM FOUNDATION A MIN. OF 6" WITHIN THE Inn MST 10' !BRICK VENEER FRONT LVATIOM RECEIVED CITY OF TUKWILA DEC 012016 PERMIT CENTER REVIEWED FOR 'CODE COMPLIANCE APPROVED 1JAN 2 4 2017 City of Tukwila BUILDING DIVISION 111. TYP PER SIDE IF SITE REQUIRES I- t ei p igt Ui ! v � 8' SQ. COL. ON 18' SQ. BOX BASE IplRAILING AO HOUSE NUMBERS TO BE VISIBLE t LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET FRONTING THE HOUSE. ADDRESS NUMBER SHALL 8E MIN. 4' HIGH 4 A MIN. STROKE WIDTH OF 1/2' PER SEC. 8319.1 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: LS1-1509-2L Date: 10-11-16 1 1 1 1 1 1 1 11 �I t LEFT ELEVATION va•,r,o• 61R,4PE TO 5..01E AWAY FROM FOUNDATION A MIN. OF 6" WITHIN THE Inn MST 10' !BRICK VENEER FRONT LVATIOM RECEIVED CITY OF TUKWILA DEC 012016 PERMIT CENTER REVIEWED FOR 'CODE COMPLIANCE APPROVED 1JAN 2 4 2017 City of Tukwila BUILDING DIVISION 111. TYP PER SIDE IF SITE REQUIRES I- t ei p igt Ui ! v � 8' SQ. COL. ON 18' SQ. BOX BASE IplRAILING AO HOUSE NUMBERS TO BE VISIBLE t LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET FRONTING THE HOUSE. ADDRESS NUMBER SHALL 8E MIN. 4' HIGH 4 A MIN. STROKE WIDTH OF 1/2' PER SEC. 8319.1 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. Plan No: LS1-1509-2L Date: 10-11-16 1 4 4' 0 SCHED. 40 STL. BOLLARD 4-3/8'X3' ANCHOR BOLTS (SIMPSON TIt,AN HD OR EQ) 4' CONCRETE SLAB Tit r in .♦ 1 X in n 0 4 SIDE YIEU VEI-IICLE IMPACT 13,41RIRIEIR DETAIL rt' pIPB BLUEyWG� 15 ATRACER METAL WAATERDSERT VICEN- PIPING PER UPC 6049 35'-0' l' 20'-4' k 14'-1' 2'-`3' 5'-0' 12'-T 1'-10' 5'-11' 4'_6' 3'-9' 6'-2i' 6'-4 ' i fjd'X G DING- 5/0x4/0 5/0x4/0 XO r/G1��h1/l/i , / EGRESS .Ti - / / / / -- 1 i i, � nMASTER COCK BATH X21 c OSItF D alt U VINYL " -L-PROVIDE REMOVABLE y MASTER PANELS-FOR-TANK ACCESS +36 • -�� CARPET / f 50• it umiiimama m / 8'' 6'-2' 3'-10' 2'-3 _I r4/0x5/0-X0---4/0x5/0-X0--- I 1 110�m M( uJA1L al 0 SG CLOSET J s.D �• . L Ga. 8 r//,/.o .m iimmii IA , „/ 1 1'-4' l ir ROOM BEDROOM 2 r� � HARD uJooD d _ CARPET 110V �: MFG. NAT. GAS -, OO % � V ' METAL FIREPLACE w iu W. 0 ="f�:` �'%' 11.0,01-.1 t. "s�" " ' PLANT INSTALL PER MFR LEDGEco ABOVE SPECS. PROVIDE 6' SQ. IN. OUTSIDE AIR 1 6'-9' 4'-9' 2'-9' 4 '-' CS •'.. kit, 2 in ... Bp ipx, / .0717.7..9M27/21W ./11717 . &71717. 0227 -_ :0 dlt:� M 1 %LINEN °� ; , 't4 BATH BATH �; - � , -'\ r-- 14 - in Et Pi .... .1. Gee 4 2 Mr ,r 44. \\ in \ CD°1'10 A -�. WOOD ,moi - DINr I r. .07///17/127.7.07Z ��\ _ 1.24 iv ' • TED -04't d ® in _ • ii a ` '.i I\ i \ �� INC ". -.4. WOOD 6'-9' 1'-6' 1 NE 0V � / ,. mom. %�-.D. / / Silk 13 BEDROOM 3 a ® CA --.:7:3.7% W „ Y-6 + a' 10'-2' EATINGx4 WALL . N,M �, ♦ UNDER ,� UNYL Q : ,:� -\T;; in % T;x 1///ii /--�� j /'�� / � *AN _ B,4IER 60L� 1 NDINGTEP/ - m ♦ Dili SINK 1 in to KITCHEN 12'-t' -1�-1' HARD WOOD V i_, ♦ r 22' x 30'x" V 1 194,' MIN. SOLID CORE � ENTRY j _ J' U r 1 r ATTIC ACCESS - StJEOLF CLOSING DOOR I4 ,STEEL OR 20 MIN%. RATED -__. _ RANGE I X00 Cfi� - -I PcM(it.0001 Sr. / V_�` 0' PANTRY %, ♦ 1l 0 qq/0 iv x i i FX /r/___ //iOli. /// i/ %♦ GARAGE 9 5/0x4/0 GOvERED XO USE 1/2' TYPE 'X' GUJB ON ALL WARM AND �n PORCH STRUCTURAL WALLS. (I) LAYER 5/8' 'X' ON CEILINGS. WRAP ALL EXPOSED TYPE POSTS I AND BEAMS IN 1/2' TYPE X GUS NO DUCT OPENINGS IN GARAGE. DUCTS THROUGH CLG OR WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL_ ( 16/0x1/0 9'-6' O.H. DOOR ♦ 9'-6' 2'-3' ei/ 5'-6' 19'-0' / •1L1,2) / S'-0' 11'-0' / / 35'-0' / , MAItS4 PLAN MAIN FLOOR GARAGE FRONT PORCH aecK I5O4:1 S. FT. 5867 S. FT. 010 SQ. FT. I15 SQ. FT. 1'-10' L STUB H0SE BIBB *♦- d0 0 in 0 0 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 GPM. FLOW. ALL OTHER LAVATORY FAUCETS TO BE LIMITED TO MAXIMUM 1.0 G.PM FLOW. 1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN IS' OF FLOOR TO BE SAFETY GLASS 9. SMOKE ALARMS - TO BE INSTALLED PER SEC R314.3 IN THE FOLLOWING LOCATIONS: IN EACH SLEEPING ROOMS, OUTSIDE EACH SEPARATE SLEEPING AREA 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 ,4 MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. ARM -CARBON MONOXIDE COMBO. •a4.4f. E CARBON OXIDE ALARNz MS PER SEC. INN VED CARBON MONOXIDE ALARM SHALL LED ON E�• 1 OORtOUTSIDEOF•�I�EPNGA;I:��THEIMMEDIATE VICINITY \C S. PER 2015 IRC 4 WA. STATE ,o �MEC R3I5. 11. I • TE ALL WATER PIPES PER UPC SEC 312k MINI + R-4 INSULATION 12. ALL DUCTS 4 EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO A MINIMUM OF R -a PER WSEC 84033.1. DUCTS WITHIN A CONCRETE SLAB OR IN THE GROUND SHALL BE INSULATED TO R-10 WITH INSULATION DESIGNED TO BE USED BELOW GRADE. 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO WALKUJAYS. ALL EXHAUST IUCT5 SHALL TERMINATE OUTSIDE THE BUILDING. PER 8303.52. 14. GAS PIPING IS TO BE PROTECTED PER G24I51 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 Wl-I1C1-1 WALL, CEILING OR FLOOR MEMBRANES WILL SE ATTACHED, TI -4E PIPE SHALL BE PROTECTED BY SHIELD PLATES Tf-b4T COVER THE WIDTH OF THE PIPE AND THE FRAMING MEMBER AND THAT EXTEND NOT LESS THAN 4 INCHES TO EACH SIDE OF THE FRAMING Mari 5ER WHE 2E THE FRAMING MEMBER THAT THE PiMNG PASSES THROUGH ISA BOTTOM PLATE, BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE SHIELD PLATES SHALL COVER THE FRAMING MEMBER AND EXTEND NOT LESS THAN 4 INCHES MEAE'*° 30VEER BOTTOM OTTOM FRAMING MEMBER AND NOT LESS THAN 4 INCHES BELOW THE TOP FRAMING 15. ATTIC 4 CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 16. WHOLE HOUSE VENTILATION 24 HR TIMER, READILY ACCESSIBLE 4 WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) 11. PRYER DUCT SPECIFIED LENGTH PER SEC 111502.45.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET(10.66emm) FROM THE CO1+INECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH THE TABLE M502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 18. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SHALL BE INSULATED BY COMPLETELY FILLING THE CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE OF R-3 PER INCH MINIMUM PER 2015 LUSEC TABLE 8402.4.1.1. UTILITY ROOM NOTES/MAKE UP AIR: PER IRC G243'3 1. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED 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 AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL 13E PROVIDED BY OTHER APPR MEANS. • 100 SQ INCH TRANSFER GRILL WHOLE HOUSE VENTILATION: INTEGRATED: INTEGRATED WITH FURNACE SEE SHEET 14-2 FOR REQUIREMENTS. 'REFER TO SHEET 14-2 TABLE I50133(1) 4 501.3.3(2) FOR FAN SIZING AND RUN TIMES FURNACE TO HAVE A DUCT FOR OUTSIDE AIR, MOTORIZED DAMPER WITH TIMER AND CONTROLS ARE TO BE ADDED FOR THE REQUIRED FRE AIR EXCHANGE. REVIEWED FOR CODE COMPLIANCE . PPROVED IAN 2 4 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC U1 2U16 PERMIT CENT i 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: LS1-1509-2L Date: 10-11-16 35'-0' CANTILEVER 2X10 1-1F2 JST. * 16' O.C. W/ R -3S HIGH 'ENSITY N LATION 2X8 PT LEDGER W/ 3 ROWS 16d * 8' O.C. LUS210 HANGERS LSTA24 RIM TO RIM DSL JST 2740 14F2 JST. * 16' O:C. W/ R-38 HIGH DENSITY INSULATION DBL JST DBL JST LUS210 RANGE CI AWL.3i'- ACE IL VIBQUEEN VAPOR BARRIER THROUGHOUT CRAWLSPACE LAP SPLICES 12'. (BLACK) AREA) 2X10 1-F2 JST. * 16' O.C. W/ R-38 HIGH DENSITY INSULATION ROOF FRAMING NOTES: 1. ALL HEADERS TO 5E 4x8 DF 02, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED W/R-10 RIGID INSULATION. 2. ALL OTHER TRUSSES: • 51-1ALL CARRY MANUFACTURERS STAMP. • 514ALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON SITE FOR FRAME INSPECTION. • SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS. 3. NO TRUSS SHALL .BE FIELD -MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS AT A MINIMUM OF 22'x30' PER IRC SEC. R801.1. •ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 5. PROVIDE ATTIC VENTILATION PER IRC SEC 8806. ALL FRAMING TO COMPLY WITH IRC SEC 8,802. 6. REFER TO SHEAR WALL SCHEDULE. ROOF OVERFRAME NOTES: IRC SEC 88023 1. RAFTERS SHALL BE FRAMED t0 2x RIDGE BOARD PER PLAN. RIDGE BOARD SHALL NOT BE LESS IN DEPTH THAN THE CUT END OF THE RAFTER. At ALL VALLEYS AND HIPS THERE SHALL BE A 2x VALLEY OR HIP RAFTER AND NOT LESS N DEPTH THAN THE CUT END OF THE FP.AFTER (FULL COVERAGE AT RIDGE, HIPS AND VALLEYS). FOUNDATION NOTES: 1. ALL FOOTINGS TO: BEAR ON FIRM UNDISTURBED SOIL. 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO BE 4x10 DFL *2 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA. x 8' CONC. PADS UNLESS NOTED OTHERWISE. 4. ALL POSTS TO BE ANCHORED AGAINST LATERAL MOVEMENT. 5. SOLID BLOCK AT ALL POINT LOAD ABOVE. 6. FLOOR JOISTS SHOULD LATERALLY AT E SUPPORT, B ANOTH • VED 4) 2x6 MFG TRUSSES +� 24' O.C. GIRDER TRUSS 4) 2x6 4X10 OSC2 GIRDER 4X10 TO 2XS ATOP 8' WALL FOR T _EDGE (514ADED AREA) P N 1. PROVIDE � M 18'-24 \ ` �� ESS *CRAWL AC \, S HATCHE "� - • •v .W LL BE WEAT'HE *: IPPED • RZ. (NSU D TO A LEVEL EQUI v,`� T TO T., INSU'ATION ON THE. SU � :• � � ��•4ES. 8. PROVIDE CRA PACE VENTILATION PER IRC SECTION 8408. *FOUNDATION VENTS SHALL BE PLACED SO T THE TOP O''fi 4E VENT IS BELOW THE OWER SURFACE OF THE FLOOR INSULATION. 1 h 9. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER x6 Ol Irimmd * 241 O.C. 2k(6 OVI * 24' 10.C. 10.PREVENt WOOD TO CONC. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. 11. ® INDICATES 'SIMPSON' HOLDDOWN. CONT. FTG. CONT. DBL. TOP PLATE t -I0 RIND INSULATION SH P EXTERIOR A A) OP WALL KIN& STUD EXTERIORPLYWOOD TRIMMER HEADER/INSULATION DETAIL NTS OUNDT I ON PLAN 1/4"= I' -O" STHD EDGE DISTANCE 1-1/2' MIN BUILDER TO DETERMINE IF STHD OR STI-ID/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 REQ'D LANDING AT 'EXIT' DOOR NOT TO BE LOWER THAN I5 INCHES FROM TOP OF THRESHOLD. (8311.43) USE 3'x3'x1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS SEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE 4 SPACING (SRT 51.0). ROOF LOCA VENT TIONS START OF VAU_L 5) 2x/F T di th 16 GIRDER TRUSS MFG TRUSSES * 24' OAC. 4X12 MI I II (5) 2x ROOF VENTILATION CALCULATIONS 4 REQUIREMENTS AT LEAST 40%4 NOT MORE THAN 50% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW 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 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 ,4 LEAST DIMENSION LARGER THAN 1/4' SHALL SE 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. AMU. - THE MINIMUM NET FREE VENTILATION AREA 51-1ALL BE 1/150 OF THE AREA OF THE VENTED SPACE. VENT AND INSULATION CLEARANCE PER SEC. 8806.3 - 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. SEE SWEET N2 FOR ROOF VENTILATION CALCULATIONS AND LOCATIONS 4X10 5 14 X 9 C -LB X6 PT POST W/ PC CAP 4PB BASE 14T820 GIRDER TO BEAM SIM A -6X6 PT POST W/ EPC CAP 4P5 BASE LSTA30 - NOR 4 SILL TO 3x BLOCKING. (TYP. 2 PLACES) ROOF FRAMING PLAN REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 4 1017 City o'flk! uii(a BUILDIN VISION RECEIVED CITY OF TUKWILA 2016 PERMITDEC01CENTER NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER. STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Plan No: LS1-1509-2L Date: 10-11-16 3 x E.F. L J I10V S.D. LTJ 110V 00 S.D. \ i;l • 11 i 2/C> CLG. OUTLET i LTJ MAIN FLOOR LTRICAL PLAN GpIE0 RECEIVED CITY OF TUKWILA DEC 01 2016 PERMIT CENTER Are REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 4 2011 City of Tukwila BUILDING DIVISION ELECTRICAL KEY OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. FAN (VTOS) 4 LIGHT COMBO SMOKE ALARM - CARBON MONO. DET. 110 V W/ BATTERY BACKUP CABLE T.V. JACK PHONE UNDER COUNTER LIGHTS GAS OUTLET HOSE BIBB EXT. FAN VTO 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: LS1-1509-2L Date: 10-11-16 FIRE BLOCKING AND DRAFTSTOPPING: PER SECTION R302.11 • R302.12 I. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: A. VERTICALLY AT THE CEILING 4 FLOOR LEVELS S. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0' 2. AT ALL INTERCONNCECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFIT$, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES AT STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOASED SPACES UNDER STAIRS SHALL COMPLY WITH SEC. R302.1. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES, AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. 2x SCREENED EAVE VENT BLOCKS W/(4) 21/8' HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE 1' MIN. AIR SPACE. STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 259% }BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, }BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. TYPICAL EXTERIOR WALL: (2)2x6 TOP PLATES 2x6 STUDS 0 16' OAC. 2x6 BOTTOM PLATE 1/2' SI -11"G (APA RATED 24/0) AIR BARRIER EXTERIOR SIDING PER ELEV. R -2I INSULATION W/ CONT. VAPOR BARRIER (WARM SIDE) 1/2' GYP. ED UJ/ IN aro' AFSO ROOF VENTS (50 SQ. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS !BLOCKING 2x8 FASCIA BOARD 1/16" LP FLAMEBLOCK FIRE RATED OS , SHEATHING WATER }BARRIER 2x6 STUDS 16" O.C. W/ R-21 FIBERGLASS INS. EXTERIOR EXTERIOR FACING 16' S/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. WALLSOARD JOINTS MUST 5E COVERED W/ TAPE AND JOINT COMPOUND, AND FASTENER HEADS COVERED W/ JOINT COMPOUND. 51/2" THICK, NOMINAL 2.S PCF DENSITY UNFACED MINERAL FIBER BATT INSULATION, FRICTION FIT BETWEEN WOOD STUDS INTERIOR? • 4111111111 'd.11xOx1C �rS",h'ACSC1V69.tR.TiIM"!�i 2x6 STUDS 16" O.C. ommirimir 5/8' TYPE "X° GUJ5 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 W/ TAPE AND JOINT COMPOUND, AND FASTENER 1-1EADS COVERED W/ JOINT COMPOUND. DESIGN: INTERTEK LP5/WA 60-01 MIN. 1/16" CATAGORY LP FLAME5LOCK W/ PYROTITE SURFACE FACING OUT EXTERIOR FACING 1. FIBER CEMENT BOARD 2. T-1-11 SIDING 3. WOOD STRAND OR FIBER PANEL 4. CEMENT I T I OUS STUCCO 5. DIAMOND WALL INSULATING STUCCO 6. STEEL SIDING 2x6 OVERFRAMING 024' O.C. EAVES 4 WALL WITHIN 5'-0" OF PROPERTY LINE PER IRC 302 4 TABLE 8302.1 COMPOSITION ROOF W/ 30' INTERWOVEN FELT ON 1/2' 24/0 PLYWOOD SHEATHING ALL ROOF FLASHING TO -- --. IN.7 _ GA GALV. STEEL. \ ER���� 52.8.5 �z ROOF DRIP_ PROY12 iW A MIN. I HOgR IRE -R.5 51\/,, LES. 40% 4 NOT MORE THAN 50% OF REQUIRED TS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MODE THAN 3' BELOW THE RIDGE OR HIGHEST PONT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. RI FINISHED GRADE MASTER BEDROOM 886b8 83688811 -R-38 141G1-1 DENSITY INSULATION B FLOOR r TYP. INT. WALL (2)2x4 TOP fE 2x4 STUD 0 16' O.C. 1/2' GM EA. SIDE 2x4 BOT. IE 7r GRA/MI.-SPACE BEDROOM FLOOR CONSTRUCTION: 3/4' T4G PLYWOOD SUE-FLR. GLUED 4 NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) 7r 6 MIL VISQUEEN VAPOR BARRIER THROUGHOUT GR"WLSPACE. LAP SPLICES 12' MIN. r BATH 7T APPROVED TRUSSES o24'O.C. R-49 INSULATION ATTIC NO SCALE MN. 6X6 PT POST 1/16' LP FLAMEBLOCK FIRE - RATED 055 51-1EATHING OR 8i8' TYPE 'X' GYP 51-1T1C SIDING OR TRIM PER PLAN POST pETLIkS TOGAS TpUCtURES FROM PROPERTY LINE NO SCAB€ W/ IN 36' 2x8 RIDGE WM? OYEIWRAMIN 0 24' O.C.' BUILDING SECTION 3/8"= I' -O" rr GARAGE AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) SOLID TIG1-1T FITTING TRUSS }BLOCKING FASCIA BOARD 2x STUDS PER PLAN f/16" SHEATHING SIDING PER PLAN -0' OF PROPERTY LINE RC 302 4 TABLE R302.1 GIRDER TRUSS 4' CONC. SLAB W/ 6 MIL. VAPOR BARRIER OVER 4' COMPACT SAND AND GRAvEL: BASE SLOPE 3' TO DOORS TIGHTLINE FOUNDATION DRAIN: 4' DIA. PERF. PIPE PEA GRAVEL FILL WRAP W/ FILTER FABRIC APPROVED TRUSSES 49 24' O.C. J 140 Sr'.AI F REVIEWED FOR CODE COMPLIANCE APPROVED JAN 24 2017 City of Tulla -BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 012016 PERMIT CENTER 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home ie 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: LS1-1509-2L Date: 10-11-1e, 5 1. • . • • 4. MN. 6X6 PT POST 1/16' LP FLAMEBLOCK FIRE - RATED 055 51-1EATHING OR 8i8' TYPE 'X' GYP 51-1T1C SIDING OR TRIM PER PLAN POST pETLIkS TOGAS TpUCtURES FROM PROPERTY LINE NO SCAB€ W/ IN 36' 2x8 RIDGE WM? OYEIWRAMIN 0 24' O.C.' BUILDING SECTION 3/8"= I' -O" rr GARAGE AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) SOLID TIG1-1T FITTING TRUSS }BLOCKING FASCIA BOARD 2x STUDS PER PLAN f/16" SHEATHING SIDING PER PLAN -0' OF PROPERTY LINE RC 302 4 TABLE R302.1 GIRDER TRUSS 4' CONC. SLAB W/ 6 MIL. VAPOR BARRIER OVER 4' COMPACT SAND AND GRAvEL: BASE SLOPE 3' TO DOORS TIGHTLINE FOUNDATION DRAIN: 4' DIA. PERF. PIPE PEA GRAVEL FILL WRAP W/ FILTER FABRIC APPROVED TRUSSES 49 24' O.C. J 140 Sr'.AI F REVIEWED FOR CODE COMPLIANCE APPROVED JAN 24 2017 City of Tulla -BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 012016 PERMIT CENTER 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home ie 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: LS1-1509-2L Date: 10-11-1e, 5 GENERAL STRUGTUIZ,4L NOTES ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, WITH WASHINGTON STATE AMENDMENTS. DESIGN LOADS: ROOF LIVE L0A0 25 PSF (SNOW) DEAD LOAD 15 PSF FLOOR LIVE LOAD 40 PSF (RESIDENTIAL) DEAD LOAD 10 PSP WIND BASIC WIND SPEED 110 MPH (3 SECOND GUST, ULTIMATE LOAD) RISK CATAGORY II, EXPOSURE B, Kz, L. 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D Se : 1.5 - IBC FIGURE 16133(1) Sae: 10, le = 1.0,R=6.5 Ce = 0.154 INSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SURFACES SHALL BE INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. FOUNDATIONS: PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WIN 1,200 P5F BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 1'-6" BELOW OUTSIDE FINISHED GRADE. BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. CONCRETE: THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL CONFORM TO TINE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2015 EDITION. MATERIALS 51-IALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX I-IAVING A MAXIMUM SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. USE MINIMUM F'c : 3,000 PSI WITH 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 52 GALLONS OF WATER PER 94 L5 SACK OF CEMENT. ALL CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 41/2% ±1.5% BY VOLUME. MAXIMUM SIZE OF AGGREGATE IS 11/2". ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS 51-1011.1•1 OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR BUILDING INSPECTOR VERIFICATION. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 60 (Fy : 60,000 PSI) DEFORMED BARS IN ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR I'-6" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA) TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CHAIRS, SPACERS, OR TIES AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT. MINIMUM CONCRETE COVER FOR REINFORCING STEEL: USE PROTECTION SLAB AND WALL BARS: INTERIOR FACES EXPOSED TO WEATHER OR EARTH FOOTING BARS 11/2" 11/2" le5 AND SMALLER) 2" (.'o AND LARGER) 3" TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DF°2 OR BETTER POSTS DM OR BETTER 2x FRAMING HP'2 OR BETTER ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR UESTERN LUMBER", LATEST EDITION. ALL UJOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. RE -TREAT ALL CUT ENDS, NOTCHES, AND DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM 6" CLEAR BETWEEN WOOD AND EXPOSED EARTH. MAINTAIN a" CLEAR BETWEEN EXPOSED EARTH AND NON -TREATED WOOD AT EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED 50X OR COMMON NAILS. FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF I -NOT -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 SHALL BE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR ICC APPROVED EQUAL. ALL HANGERS TO BE FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED. GLUED LAMINATED WOOD MEMBERS: GLUED LAMINATED WOOD BEAMS (GLB) TO BE IN ACCORDANCE WITH ANSI/RITC STANDARD AI90.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMER. USE STRESS GRADE COMBINATION 241-V4 (Fb : 2,400 P51) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS UN.O. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER AITC STAMP AND CERTIFICATION REQUIRED. PREFABRICATED JOISTS: JOISTS 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 LINE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL HAS BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER` LAMINATED VENEER LUMBER (LVL): LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST WEYERHAEUSER (MICROLAM - Fb = 2,600 PSI, E 1,900,000 P51). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481 OR CCMC REPORT NO. 0%1 -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 514ALL BE 4x8 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND 110 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 a 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48" AND NAIL WITH 16d a 8" 0.C. SHEAR WALLS: ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE AS DETAILED ON THE DRALUINC5 AND NOTED IN THE SHEAR WALL SCHEDULE. USE APA RATED SHEATHING (24/16) WITH A MINIMUM PANEL EDGE NAILING OF ad e 6" O.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED BOX NAILS. FASTENERS IN PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. DESIGNATED 3x FRAMING MAY BE (2) 2x MEMBERS FACE -NAILED WITH I6d 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. FLOOR AND ROOF FRAMING: DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SHAKES. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS UN.O. PROVIDE SOLID BLOCKING AT RIM JOISTS BELOW CONCENTRATED LOADS FROM ABOVE. APPLY 34" RATED 51-EATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH ad 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 V2" RATED SHEATHING (24/16) ON ROOF NAILED TO STIFFENERS OR RAFTERS WITH ad COMMON OR GALVANIZED BOX NAILS AT 6" 0.C. AT SUPPORTED EDGES AND ad COMMON OR GALVANIZED BOX NAILS AT 12' OC. 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 ANSIAPI 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 UJORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS. EACH TRUSS SHALL BE PLANT FABRICATED AND SHALL SEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICC APPROVED AND LOADS SHALL BE IN ACCORDANCE WITH THE RECOMMENDED ALLOWABLE LOADS. MANUFACTURER SHALL PROVIDE ALL TRUSS -TO -MSS _ CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. FABRICATOR SHALL SUBMIT SHOP DRAIWNGS TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION AND VERIFY ALL TRUSS LENGTI-IS PRIOR TO FABRICATION. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH TINE CONSTRUCTION DRAWINGS AND INDIVIDUAL TRUSS DRAWINGS GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECI-INIQUFS, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT TINE JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL 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. SHEAR WALL SCHEDULE MARK MINIMUM SHEATHING (1) SHEATHING NAILING (1) ANCHOR BOLTS (3) REMARKS (4, 5) 1/2" CDX 8d 0 6" 0.C. 54" G 60" O.C. QaII : 230 PLF A> OR OSB 1/2" CDX ad 9 4" OC. 5/8" 6 32" 0.C. Qall : 350 PLF E> OR OSB 1/" CDX ad 6 2" O.C. 5,8" 6 16" OC. Qall :600 PLF I:* OR OSB USE 3x STUDS AT ALL PANEL EDGES 4 STAGGER NAILS R SEE DETAIL 12 / 62.0 FOR CONSTRUCTION I NOTES 1) ALL WALLS DESIGNATED" D" ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH RATED 5I-IEATI-IING (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 INTERMEDIATE 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 ASTM AI53. 2) HOLDOUJNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR ICC APPROVED EQUAL TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM. 3) USE MINIMUM OF TWD (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 1" INTO CONCRETE. WASHERS TO BE 3" x 3" x 14" PER IBC SECTION 230832 AND OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM AI53. 4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DESIGN IN ACCORDANCE WITH 15C SECTION 230(93. 5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH I6d 6 12" 0C. STAGGERED. wv DSO - GIRDER_T PLAT A :386 SQ FT MAIN FLOOR A : 1,509 SQ FT n r HTS20 - GIRDER TO TOP PLATE • 9 GLB Wel -HDR4SILL TO 3x BLOCKING. MP. 2 PLACES) 1 STEM WALL — 2'-0" 8" a 4 d • •.4a •••>a CONTINUOUS FTC. REINFORCEMENT s— 11-0" J MINIMI M .a 2 d MAX. 1 STEPPED FOOTING DETAIL ecALE }4' • 11-0' MSTC40 I4OLDOttN. ALIGN WITH EMBEDDED STHD TYPE HOLDOIIN eEL0W. SI-EATI411,6 4 NAILING PER PLAN. SPLICE t0 OCCUR ON COMMON MEMBER OR 13LOCK1Nrs SHEATHING 4 NAILING PER PLAN. MATCH WALL ABOVE MO. 6'-0" MAX 16d a 16' 0.0 SOLE PLATE NAILING. 34" SUL'FLooR (3) Sd JOIST -TO -TOP PLATE UN.O. MANtAIN MN.1ti" END DISTANCE. 2x6STUD a16"OC.USE DBL STUD a ENDS OF SHEAR WALLS 4 HOLDOUNS. FNISH GRADE 2x NAILERMD PT SU.. w/ %itMAX ANCHOR BOLT 4 3" x 3' x 14" WASHER AT 5'-0" 0.C. UNA. (ALT. MASA a 48' ac) ST1• D TYPE HOLDOUN PER PLAN. +4 BAR a 10" O.C. - WORM %LEARa16'o.C.-VERT. FNISH GRADE 2'-0" 04 BAR CONTINUOUS MN (tYP OF 2) CRIPPLE WALL WITIH BACKFILL FOUNDATION BCAI.Fs' • 11-0' REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 4 2017 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 012016 PERMIT CENTER bra ISSUE FOR FE 11IT 0 .j CUA 1) o 4351 ttO W 32 CID '�) 44‘ N U.1 z s-rIRucruRAL GENERAL si JOB fD8-061 1/2" RATED SHEATHING 8d 96" O.C. 2x VENTED BLOCKING. END NAIL TO TRUSS e EACH END w/ (2) 8d. SHEATHING AND NAILING PER PLAN OR SCHEDULE. SPLICE TO OCCUR ON COMMON MEMBER OR BLOCKING 141 FRAMING ANCHOR EACH TRUSS. USE 1410A-2 AT DEL TRUSS. TRUSS PER PLAN DBL 2x TOP PLATE. LAP SPLICE 4'-0" MN. 4 NAIL w/ I6d 6 6" OC. STAGGERED 2x FRAMING PER PLAN. (BEAM AT SIM) TYPICAL ROOF FRAMING CONNECTION SCALE: I" • 11-0" 1/2" RATED SHEATHING 8d•6"O.C. (4" OC. GABLE END TRUSS. DBL 2x TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ 16d 6 6" OC. STAGGERED. SHEATHING 4 NAILING PER PLAN OR SWEAR WALL SCHEDULE. A35g48"O.C. (USE 24" OC. AT 5IM) 2x BRACE PER TRUSS SUPPLIER OR 6 48" OC. SECURE w/ A34 EACH END. 2x FRAMING PER PLAN. (HEADER 6 51M.) ROOF FRAMING 6 GABLE END SCALE: I" • 11-0" V1/= 230 PLF A35 FRAMING ANCHOR - BLOCKING TO TRUSS 7-1/2" RATED SHEATHING 8d e4"OC. .�., TRUSS PER PLAN BLOCKING PANEL OR VENTED BLOCKING. A35 FRAMING ANCHOR AT 24" OC. (UNO) MANUFACTURED 5LXKIT.4 PANEL 141 TRUSS TIE DBL 2x TOP PLATE. LAP SPLICE 4'-0" MIN. 4 NAIL w/ 16d e 6" O.C. STAGGERED. ROOF FRAMING CONNECTION SCALE: 1" • 11-0" 1'2" RATED SHEATHING. SEE SHEAR WALL SCHEDULE FOR NAIL SIZE AND SPACING 1/2" RATED SHEATHING w/ ad e 4" OC. TO FRAMING TRUSS PER PLAN DBL 2x TOP PLATE. (BEAM AT SIM.) il0 /'` // NOTE: TRUSS TO DEVELOP CAPACITY OF CONNECTOR. 2x STUD (NOT 9 SIM) CONNECTOR STRAP PER PLAN. NOTE: INSTALL CONNECTOR PRIOR TO PLACING COMMON TRUSSES CDRAG STRUT CONNECTION 52.0 SCALE: 1" a I1-0" 8de4"OC. 1/2" RATED SHEATHING—\ iri 1 TRUSS PER PLAN. I0d 0 6" OC. SHEATHING AND NAILING PER PLAN OR SCHEDULE. M4NUFAC1URED OR 2x BLOCKING PANEL. 'SIMPSON' 435 FRAMING ANCHOR e 24" OC. ILiit h' r 11 1110 -MI IMPSON' 141 FRAMING ANCHOR TRUSS PER PLAN DBL 2x TOP PLATE. LAP SPLICE 41-0" MINIMUM 2x FRAMING INTERIOR SMEAR WALL 6 TRUSS SCALE: I" • 11-0" ad 6 6" OC. SUBFLOOR PER PLAN AC POST CAP 2x BLOCKING w/ (3) 8d TOE -NAIL TO 4x BEAM 4 (2) 8d TO JOISTS. JOIST PER PLAN ,,, ,,, 4x4 PT POST \ (4x6 AT SPLICE)�� MA6 ANCHOR -\ A34 ANCHOR WO SIDES)� FTG PER PLAN—� FINISH GRADE A D fl +++ FLOOR FRAMING AT CRAWL SPACE SCALE: I" • 11-0" 514EATHING 4 NAILING_ FER PLAN OR SCHEDULE 16d 6 16" O.C. SOLE PLATE NAIING +4 BAR - HORIZONTAL 6" MIN. (NOT e 6.0.G) FH 12" MAX. (S.OINIS�G. GRADE SIM.)d MBAR 24" OC. 1'-6" MIN. " VERTICAL 4'-0" MAX. 1 6" w 2x STUD PER PLAN. USE MINIMUM DBL STUD 9 ENDS OF SHEAR WALLS AND HOLDOWNS. SEE SHEAR WALL SCHEDULE FOR 3x STUDS. 34" SUBFLOOR JOIST PER PLAN 2x PT SILL ANCHOR BOLT w/ 3"x3"x1/4" GALV. WASHER SEE SCHEDULE FOR SIZE 4 SPACING. USE 3/84 6 60" O.C. MN. STHD HOEDOWN PER PLAN. „4_611_7( 1'-0" 04 BAR CONT. FOUNDATION AT CRAWL SPACE SCALE: I" • 11-0" SHEATHING 4 NAILING PER PLAN OR SCHEDULE 6" MIN. 12" MAX. *4 BAR - HORIZONTAL 5TH0 HOLDOWN PER PLAN 1'-6" MIN. 2:; .1: . 2x STUD PER PLAN. USE DBL OR 3x 5110 6 HOLDOWN. 2x PT SILL w/ ANCHOR BOLT 4 3" x 3" x 1/4" GALV. WASHER SEE SCHEDULE FOR SIZE AND SPACING. USE 344 9 60" OC. UN.O. SLAB ON GRADE PER PLAN OVER 6 MIL VAPOR BARRIER ON COMPACT BASE. +4 .BAR 6 24" OC. - VERTICAL 1 /4-6" -/N---04 BAR CONT. (8" 0 5111.) 1'-0" FOUNDATION AT SLAB ON GRADE SCALE: NONE ,REVIEWED FOR .DE COMPLIANCE APPROVED I JAN 4 217 O'1 Of Tukwila U 'VISION DBL 2x TOP PLATE HDR PER PLAN. TRIMMER STUD(5) KING STUD LSTA STRAP. FER PLAN. CENTER ON TRIMMER OR KING STUD. (TYP) 2x SILL PLATE 1/2" RATED SHEATHING 4 NAILING PER SCHEDULE. 3x BLOCKING (TYP) SHEAR WALL FORCE TRANSFER DETAIL SCALE: 1" • I'-0" co rAiTt 0.4 ■p..j et a co 0co a a cm M a) co 0 0 co w a-� L5T424 STRAP (FAR SIDE) 2x TOP PLATE HDR PER PLAN. EXTEND OVER PANEL TO KING S1UD. 101-0" MAXIMUM 16" MINIMUM NAIL 514EATHING TO HDR 7-"w/ 8d • 3" O.C. EACH WAY. FASTEN TOP PLATE TO HEADER TOP OF STEM WALL " ELEV. VARIES ST1-1014 HOLDOWN UNO. RECEIVED CITY OF TUKWILA DEC 012016 12 SCALE: 1" • 11-0" PERMIT CENTER i1 i w/(2)ROWS 16dAT3"OC. +/-(2) 2x STUDS (TYP.) :: 4x BLOCKING • MIDDLE 24" IF REQUIRED. , , 1/2" RATED 514EATHING (24/0 EXP 1). NAIL w/ (2) ROWS 8d 9 3" OC. AT PANEL EDGES. (2) 2x PLATE. (NAIL 514T'G TO EA PLATE) 2x PT SILL (2) 48" 4 ANCHOR BOLT w/ MIN. 1" EMBEDMENT 4 3" x 3" x 14" GALVANIZED lE WASHER FOUNDATION PER PLAN. MIN. 8" THICK STEM WALL w/ *4 BAR HORIZ. TOP 4 BOTTOM. PORTAL FRAME PANEL PYR A INEERS cp —t 111 STRUCTURAL 1 op Skov