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Home My WebLink AboutPermit D12-325 - MULTANI - LOT 4 - NEW SINGLE FAMILY RESIDENCEMULTANI - LOT 4 12048 44 AV S D12-325 City oPfukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov COMBINATION PERMIT - NEW SINGLE FAMILY Parcel No.: 3347401123 Address: 12048 44 AV S TIIKW Project Name: MULTANI LOT 4 Permit Number: D12 -325 Issue Date: 03/22/2013 Permit Expires On: 09/18/2013 Owner: Name: MULTANI PALWINDER &BALWINDER Address: 9524 S 237TH PL , KENT WA 98031 Contact Person: Name: ARMANDO LEYVA Address: 25604 120 PL SE , KENT WA 98030 Email: ALEYVA2100@AOL.COM Phone: 253 653 -6815 Contractor: Name: MULTANI CUSTOM HOMES LLC Phone: 206 - 501 -6467 Address: 9524 S 237 PL , KENT WA 98031 Contractor License No: MULTACH891NR Expiration Date: 08/19/2013 Lender: Name: Address: DESCRIPTION OF WORK: CONSTRUCTION OF NEW 2813 SQ FT SINGLE FAMILY RESIDENCE WITH 495 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: EROSION CONTROL, LAND ALTERING, EXISTING WATER METER W/ WATER SERVICE LINE, SANITARY SIDE SEWER, STORM DRAINAGE, AND UNDERGROUNDING OF POWER. SANITARY SEWER ASSESSMENT FEE. TURNOVER OF FIRE HYDRANT WAS COMPLETED UNDER PW06 -080. ACCESS AND UTILITY EASEMENTS WERE RECORDED AT KING COUNTY AS PART OF PW06 -080 (SHORT PLAT NO. L06 -004). Value of Construction: $349,456.71 Fees Collected: $19,312.96 Type of Fire Protection: International Residential Code Edition: 2009 Type of Construction: Occupancy per IBC: 22 Electrical Service Provided by: SEATTLE CITY LIGHT ** *continued on next page * ** doc: IBC- SF7 /10 D12 -325 Printed: 03 -22 -2013 1 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 10 c.y. Fill 10 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Size (Inches): 0 Sanitary Side Sewer: Y Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: Y Permit Center Authorized Signature: Date: I hereby 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 perform • ye of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this pe Signature: Print Name: (vv Date:> 7 7 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. doc: IBC- SF7 /10 D12 -325 Printed: 03 -22 -2013 9: There shall be no occupancy of a buildinail final inspection has been completed and •owed by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 16: 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). 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 18: 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. 19: ** *PLUMBING AND GAS PIPING * ** 20: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 21: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 22: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 23: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 24: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 25: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R -3. 26: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 27: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 28: All pipes penetrating floor /ceiling assemblies and fire- resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 29: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 30: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. doc: IBC- SF7/10 D12 -325 Printed: 03 -22 -2013 31: The applicant agrees that he or she will() a licensed plumber to perform the work ould in this permit. 32: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures and fittings in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency and Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments. 33: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 34: The applicant or contractor shall call Public Works at (206) 433 -0179 minimum 24 hours in advance to schedule a mandatory PUBLIC WORKS PRE - CONSTRUCTION meeting with the Public Works Project Inspector. 35: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 36: Work affecting traffic flows shall be closely coordinated with the City Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 37: 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. 38: Any material spilled onto any street shall be cleaned up immediately. 39: Since the house must have a fire sprinkler system installed, it shall be verified in writing to the Public Works Project 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 Project Inspector. 40: The house fire sprinlder system shall be designed by a Fire Sprinkler System Designer. Designer shall verify in writing to the Public Works Project Inspector that a 3/4 -inch water meter and service line meets domestic water and fire flow requirements. If domestic water and fire flow requirements are not met, then a 1 -inch water meter with a 1 -inch service line is required. Refer to attached Public Works Details for 1" FIRE /DOMESTIC SERVICE and/or 1" FLOW- THROUGH SYSTEM. Coordinate with the Public Works Project Inspector. 41: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 42: 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. 43: The Land Altering Permit Fee is based upon an estimated cubic yards of . 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. 44: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV 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. 45: 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. 46: All conditions of the Tukwila (a.k.a.) Multani Short Plat and Plans shall be met. Refer to Permit Nos. PW06 -080 and L06 -004. 47: ** *FIRE DEPARTMENT CONDITIONS * ** 48: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 49: An approved automatic fire sprinlder extinguishing system is required for this project. (City Ordinance #2327) 50: All new sprinlder 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 sprinlder work shall commence without approved drawings. (City Ordinance No. 2327). 51: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below doc: IBC- SF7/10 D12 -325 Printed: 03 -22 -2013 each required rescue window. • 52: Maximum grade for all projects is 15 %. 53: Fire apparatus access roads "Fire Lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters 18 inches high, painted in the lane, at fifty foot intervals, stating, "FIRE LANE NO PARKING ", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING ", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #2047)(THE FIRE ACCESS ROAD AND HAMMERHEAD TURNAROUND SHALL BE PAINTED /SIGNED AS A FIRE LANE.) 54: 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) 55: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 56: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 57: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC- SF7 /10 012 -325 Printed: 03 -22 -2013 CITY OF TUKW Community Develop Department Public Works Department Permit Center . 6300 Southcenter Blvd., Suite 100 Tukwila, WA.. 9818B http://www.TukwilaWA.c.zov 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 King Co Assessor's Tax No.: 3 47 4-0 1 ) 2 3. Site Address: /Z0 48 44- . AL/ . 9 AilibikiittitIOWNk ..t- '.ii ''.f.,' -'-',` , .T:';.4 F.'"r:i'..: :::-;A.•,:r.-. Name: r7 rAULCe.) / 1O.C3eg— it-40L-TAt t )1 . Address: City: State: Zip: • , PC0,174,.T.,:-..,PER81), .14 .:.-..7 := p'.,e.',ri -sc O,,.-.i... i /:.r:e-;'cz7e' l V. i*r.'1ea,-.11itr,ojeec-,:i7,...,*'.•1.17. 1/4ww4 ;.t:1 441i,,=ie.4, ' ,:,SOVP111c#INne:z;' -fci -i- =1 .'... , Name: A L'A • Address: z 5604 12074 . rPt • 5E < City: Kem--- State: am... Zip: 7(0)0, Phone: 2 s-3_6s)_60 s- Fax: 20 -77‘...0 71 Email: A t.ey.t.„A Z./O0 •:Alistiottot,io‘ -.4.teo''' . .,....,7: ..,-,-.,,.-,,,,,,,,,4,,.:,-..,:-.. Company Name: Company Name: Architect Name: City: Address: Address: City: State: Zip: Zip: Phone: Fax: Email: Contr Reg No.: Fax: Exp Date: Tukwila Business License No.: - ' •:Alistiottot,io‘ -.4.teo''' . .,....,7: ..,-,-.,,.-,,,,,,,,,4,,.:,-..,:-.. Company Name: Company Name: Architect Name: City: Engineer Name: Address: City: State: Zip: Phone: .... Fax: State: Email: Phone: LENDER/ii ...ONW1SgutbVi '..."' 46i: projects 61166.i.Or.;:!6'-',.- ....4,.. v.: eVnt v,.. ,1••,,,, ,,, ...••■:,,ft ,,,,, • , . • 1 ,, . ,7„,, ;t1,..; ,,,, :"„1„,:t;i Veat'grel*.KN4 ?!:Z7'199*.5 Name: Company Name: City: Engineer Name: Zip: Address: ., . City: State: Zip: Phone: Fax: Email: - ' LENDER/ii ...ONW1SgutbVi '..."' 46i: projects 61166.i.Or.;:!6'-',.- ....4,.. v.: eVnt v,.. ,1••,,,, ,,, ...••■:,,ft ,,,,, • , . • 1 ,, . ,7„,, ;t1,..; ,,,, :"„1„,:t;i Veat'grel*.KN4 ?!:Z7'199*.5 Name: Address: City: State: Zip: HAApplicationsWorms-Applications On Line \2011 Applications \Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 1 of 4 PROJECT IN FORMATIOa-; 1 i , Valuation of project (contractor's bid pri . $ 2.2-cOn9 a-0 • Scope of work (please provide detailed information): CYPA..)T. P Auo,6--- 1,11/ ,, ' r.:,•:-.:•;,:•',..:.1, *...1.:::-.,'*,,,',.:',','•,:::',;1,"4,:.: .,?;.:a :.,-.-:•','7'..:;:4 •1•••!:•;,.!i.". ts.i,-el...4.:1*...':.' ,. r,Y!:',: ..--,,,.''.. -: . :, . . . PROJECTIFLED.ORAREAS,,-.:;'1:::::.:•,,;. ',..:--.`.;:',:?,1,;',',::4`.` .„-;7„,,,.. • ; '' ''. i::'..;•::; ,...f. .k,.1,-,4 ,. ,...., PROBOSED'r.S_QUAREii; i,.,;,144.0,,,s5!. • .,..,,,a .f; e*.t...,,Wt; •,,,,,-, :-..'.•:-.1'•!!,K•;:..F0017.A.G.E7.9m1 Basement AttC:F l' floor 2nd floor / 3S 6 Garage *I carport • 449.1- Deck - covered • .uncoVered • .... Total square footage : s , .,., .; . ' o 08 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 - 206-575-4407. .2, , . WiN*, INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: Value of mechanical work $ furnace <100k btu thermostat emergency generator PLUMBING: Value of plumbing/gas piping work $ -3 bathtub (or bath/shower combo) dishwasher lavatory (bathroom sink) water heater (gas) fuel type: 0 electric ga's appliance vent • ventilation fanconriected to single,duct 2- wood/gas stove 1 water heater (electric) other mechanical equipment bidet 2- floor drain sink lawn sprinkler system HAApplicationskForms-Applications On Line \Nil Applications \ Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh clothes washer 4 shower 3 water closet -2- gas piping outlets Page 2 of 4 PU, BtiIC;, WURKS- PERIVI•I'CgIlYFOR1VI��ON�.��3s ;k, a�:`�' �g:; Scope of work (please provide detailed information): Call before you Dig: 811 Please'refer to Public Works: Bulletin #1 for fees and estimate sheet. • WATER DISTRICT .. Tukwila ❑ ...Water District #125 ❑ ... Highline ❑ .. Letter of water availability provided SEWER DISTRICT ., ® .. Tukwila ❑ ...Valley View ❑... Renton ❑ .: Sewer use certificate • ❑ ...Letter of sewer 'availability provided . ❑ .. Renton ' 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): ❑ .. Civil Plans (Maximum Paper Size — 22" X 34 ") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond 0... Insurance 0... Easement(s) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): 0... Geotechnical Report 0... Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right -Of -Way Use - Potential disturbance ❑ ...Construction /Excavation/Fill - Right -of- Way...❑ -or- Non Right -of -Way.. ❑ ❑ .. Total Cut ❑ .. Total Fill ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control Cubic Yards Cubic Yards ❑ .. Permanent Water Meter Size ❑ .. Residential Fire Meter Size ❑ .. Deduct Water Meter Size ❑ .. Temporary Water Meter Size ❑ .. Sewer Main Extension Public ❑ - or - Private ❑ 0... Work In Flood Zone 0... Storm Drainage 0... Abandon Septic Tank ❑... Curb Cut 0... Pavement Cut 0... Looped Fire Line " WO# " WO# " WO# ❑ ..Trench Excavation ❑ ..Utility Undergrounding ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Water Main Extension Public ❑ - or - Private ❑ SI 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: City State Zip WATER METER REFUND /BILLING: Name: Day Telephone: Mailing Address: City State Zip H:\Applications\Forms- Applications On Line\2011 Applications \Combinanon Permit Application Revised 8-9-11 docx Revised: August 2011 bh Page 3 of 4 PERMIT,APPLICATION;NOTES°,',: LICABLE'TO ALL PERMITS IN THIS', PLICATION '..; Value of construction — In all cases, a of construction amount should be entered b 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� NER OR AUTHORIZED AGENT: Signature' Date: Print Name: Adeik-6K i<lvo L vA Mailing Address: Z J Coo ¢ / , PL. $ E. Kar• W4 • 9I'D 3D Day Telephone: 2.E3 --653 - 6 es'/...c • H: Wpplications\Forms- Applications On Line \2011 Applications \Combination Permit Application Revised 9- 9- 11.docx Revised: August 2011 bh City 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 Mt/ L'rjg7J L PERMIT # J I Z 32�� If you do not pro a contractor bids or an engineer s eslimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE $250 (1) 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention �-. Water /Sewer /Surface Water 21 Road /Parking /Access A. Total Improvements POO 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. 15 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) $ 7 (4) 5. Enter total excavation volume Enter total fill volume cubic yards cubic yards Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 01 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 151. 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 and Permit Fees $ (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 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 01.01.11 32 s RECEIVED CITY OF TUKWII,. a OCT 0 5 2012 PERMIT CENTEr- BULLETIN A2 ,;.' ; TYPE .CPERMIT FEE ESTIMATE. PLAN REVIEW AND APPROVAL EEES DUE;WITH APPLICATION PW may adjust estimated fees • ;z.c_` ° -. �•',<r�• j • X11 -f �;'�., 6. Permit Issuance/Inspection Fee (B +C +D)� yy, P t. 7. Pavement 1Viitigation Fee , (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 pavement mitigation fee. , , 1, Approx. •' - P Pavement Overlay and 20 -15 (100 %) $ $10.00 , 15 -1:0 (75%) $ $7.50 10 -7 (50 %) $ $5.00 7- 5(q3 %) $ $3.30 5 -2 (2.5 %) $ $2.50 2- 1.(10 %) $ $1.00 0-1c- $ $0.00 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for ls` 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for lst 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1 s 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof ,10;0,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 ' Last Revised 01.01.11 • (8) 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) $ 1 (6) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the 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 Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. 50 $ 23 ' (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. Approved 09.25.02 Last Revised 01.01.11 2 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* 6.1-0 411.16 31¢ ") D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ 1s .A96-- (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ 10 WI --- C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ I. Other Fees $ 1.0 Total A through I $ /pt Mai ".A-6C" (10) 10 DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ /0, 34 2 ' �-eo- ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2011 - 12.31.2011 Total Fee 0.75 $625 $6005 $6630 1 $1125 $15,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 01.01.11 Temporary Meter 0.75" $300 2.5" $1,500 3 tear Form City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 3347401123 Address: 12048 44 AV S TUKW Suite No: Applicant: MULTANI LOT 4 RECEIPT Permit Number: Status: Applied Date: Issue Date: D12 -325 ISSUED 10/05/2012 03/22/2013 Receipt No.: R13 -01116 Initials: User ID: WER 1655 Payment Amount: $16,690.60 Payment Date: 03/22/2013 02:28 PM Balance: $0.00 Payee: MULTANI CUSTOM HOMES LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 1194 16,690.60 Account Code Current Pmts BUILDING - RES FIRE IMPACT FEES MECHANICAL - RES PARK IMPACT FEES PLAN CHECK - WATER METER PLUMBING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE SEWER - ALLENTOWN /RYAN STATE BUILDING SURCHARGE WATER INSPECTION FEE WATER TURN -ON FEE 000.322.100 90830402.5000.5304.XXXXX 000.322.102.00.00 90330109.5000.5301.XXXXX 000.345.830 000.322.103.00.00 000.342.400 000.342.400 402.379.004 640.237.114 401.342.400 401.343.405 3,534.40 922.00 189.00 1,426.00 10.00 252..00 23.50 75.00 10,189.20 4.50 15.00 50.00 Total: $16,690.60 doc: Receiot -06 Printed: 03 -22 -2013 Ca? of Tukwila. • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: //www.ci.tukwila.wa. us SET RECEIPT RECEIPT NO: R12 -02786 Initials: WER Payment Date: 10/05/2012 User ID: 1655 Total Payment: 10,350.02 Payee: MULTANI CUSTOM HOMES LLC SET ID: 10512 SET NAME: MULTANI SET TRANSACTIONS: Set Member Amount D12 -322 2,622.36 D12 -323 2,488.30 D12 -324 2,617.00 D12 -325 2,622.36 TOTAL: 2'76227%. TRANSACTION LIST: Type Method Description Amount Payment Check 1159 ACCOUNT ITEM LIST: Description TOTAL: 10,350.02 10,350.02 Account Code Current Pmts PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW 000.345.830 9,050.02 000.322.100 1,000.00 000.345.830 300.00 TOTAL: 10, 350.02 206 '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 -367 Permit Inspection Request Line'(206) 431 -2451 D12-32s Project: MLIL r 4 /1/4)Z Type of Inspection: r- 1 N*-- (. Address: Q L JD o ; u 1.4 Iry , Date Called: Special Instructions: �W/ 0ii I k 6 t4c A D Date Wanted: I212`{ -II3 � Requester: Phone No:. Ph20(.•:50/ -6!.G 7 Approved per applicable codes. El Corrections required prior.to;approval. COMMENTS: Gc.1z1 tJ6 — 4pp/o.I04 00611P 1-10({ - p pAveu InspE or: Date: AMr.S 1,k- x ,...a t AA. I.2' I.4JI EINSPECTION FEE REQU ED. Prior to next inspection. fee must be aid at 6300 Southcenter Blv .. Suite 100. Call to schedule reinspection. p INSPECTION RECORD Retain a copy with permit.) 1 Z "325 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila:. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Mu (TA-Af, Type(°�1 Inspection: Addre {s: ,�48 44 �i' ^ /{ (/^ Date Called: Special Instructions: (( Date Wanted: I 2 —'1 -_' %J a.m. p.m. Requester: . Phone No:. Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspgcto" r: -. n REINSPECTION FEE REQUIRED. rior to next inspection, -fee must be paid at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. Datei -j 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) 431 -2451 Project n Type of Inspection: Address: ( 2,)4''" 4 l Rti Date Called: Special Instructions: 0 \� Date Wanted: ( :/ ( - -r a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0' REINSPECTION FEE REQVffiED. Prior to next inspection; fee must be paid at 6300 Southcenter lvd., Suite' 100. Call to schedule reinspection. Date: ! [(. INSPECTION. -RECORD Retain a copy with permit INSPECTION NO. PERMIT_NO. - : AA :CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila. WA 98188 (206) 431 -3670 .. Permit Inspection Request Line (206) 431 -2451 Project: •-.. Type o Inspeytion:. Address: ti's-_ - 11,o4 ' 444— A-4� Date Called: Special Instructions:. 1�. \( in( Ake Date Wanted • i7-,- 1 �.' a.m. P.m: Requester: R one.No: o 6 - S0 Approved per applicable codes.: Corrections required prior to approval. COMMENTS: I n s pe tor: Datg :., H -r3 nREINSPECTION FEE REQUERED. Prior to next inspection, fee must be paid at 6300 Southcenter $lvd.; Suite 100. Call to schedule reinspection. t4IS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION " 7, 6300 Southcenter Blvd., #100, Tukwila. WA 98188. (206) 431 -3670 Permit Inspection Request Line (206).431 -2451 Proje t: �- 7j 0 Address: ./AVIC- Special Special Instructions: of Inspection. Date:Called: JApproved per,applicable codes. Requester: Phone No: a.m. P.m. Corrections required prior to approval. COMMENTS: 014 C.- (s RIO J.(A- . -enei (:'C'1 rAes-t-tkr,',0 4 ins!) cto r: n REINSPECTION FEE REQUI1411 Pri to next inspection, fee must be :paid at 6300 Southcenter Blvd.. Suit 100. Call to schedule reinspection.. Date: INSPECTION RECORD Retain a copy with permit INSPECTION Na. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 {Z 1,12 -325 Project A Type of pspectio : Addre --s 4 y T'. Date Called: 'Special Instructions: f/ (( Date Wanted:! LO _'Z S— i! 3 �'' p.m. Requester: Ph g N6 -5-0 &44 (0? Approved per applicable codes. OCorrections required prior to approval. - COMMENTS: 1 Date' REINSPECTION FEE REQUIRED. ,rior.to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. „�mac� - '::t�:"�.... ,-�: M.�'s. �a?c �...; �. �; �Y: w�„ �-,T- rr-%” �- �"''"`^<--= ss� 'zv- -�- �.'��- •�r:,�— t:�,� -,_- INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 IFIZ- (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: At (\647U Address. g' 44 Special Instructions: • (( Type of Inspection: c. (t) riAj /-f4) Date Called: c-50- Date Wante cl9 aTriT: :( (7 Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Insp ctor: C4 Date: REINSPECTION FEE ItQUIRED. rior 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 CTION NO. CITY OF T :UKWILA BUILDING DIVISION 6300 Southcenter.Blvd., #100,• Tukwila. W498188 " t,Z (206) 431 -36 0 Permit Inspection Request Line (206) 431 -2451 - 12 -325 PERMIT NO. Project i Type f. Inspection: Address: 71- i104 R i.i . ,( (1fi _ Date Called: Special Instructions: Date Wante d /a.m. I — 3 pm Requester: Phone No: JApproved per applicable codes. Corrections required prior to approval. t{ COMMENTS: r� tk, n-e/tf Irf pector: Date' 1/4 REINSPECTION FEE REQUIR Prior to next inspection. fee must be paid at 6300 Southcenter Blvd. Suite 100. Calf to schedule reinspection. 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 - (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proj ec ikk: J (`V - A Type,of Inspection: , Address: 4 I el.6 414 _ Date Called: Special Instructions: Date Wanted: Co - - ( 0 — f 3 I----.-r--a " T 1 : Requester: Phorcao: 0 ( ..... (4 4 6 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: \NMI< uU 1) 1 c_A-1( vvkc.1\ Ins ector: Date REINSPECTION FEE R UIREo. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit D' 2 -3 2..� PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451. Project: AJ t ,! v�U (1 A ( Type of Inspection: J.--o u c. t-t -J KJ tit.' Address: 1104 ..q ` &at Date Called: Special Instructions: c?- ■' F 7 • Date Wanted:. . o 3 .. l3 "`a.ri p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector Dater — 3 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) 431 -2451 Project:, MU rrAr AJ • Type of Inspection- Co 4S i e .r Address: Date Called: Special Instructions: 6 ,( / "� Date Wanted :. LP— 3 - i 3 p.m. Requester: Phone No :� //r A°� ^ _ Approved per applicable codes. rec prior approval. COMMENTS: Inspect o.�� A J X A t%1 Date: _3 3 ri 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 INSPECTIONNO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 tz (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 D(2-32_5 Proje t: 4 �j (( A &I , Type of Inspection: p J u6( L ' Address 6 4 A4 7? i V Date Called: U itub15 Special Instructions: s 3-0(../V 0 i0 a. s-- (4 t( Date Wanted`:,., _ T CYO J —a,n., p.m. Requester: i Phone No' r S v I' (t44 / 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: iX NIee U itub15 I i ea b.s C. SC .AA -1-6•51--- Inspector: a&ILA A/‘ Date d n 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 ;`Q._ (206) 431 -3670' Permit Inspection Request Line (206) 431 -2451 Da -3QS Project: ,/tJ (rh N, Type of Inspection: i t� ea m- -,k f ( .f Address: //,, ) 'D 4 `•4 Jf Date Called: .--- - Special Instructions: ll, �( 1 Date Wanted:. (per ` ^�� a.m.. p Requester: Phone No: VIApproved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspecto S Date: 13 V REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. AA1 INSPECTION RECORD Retain a copy with permit: INSPECTION NO. PERMIT NO: CITY OF TUKWILA BUILDING DIVISION . G 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -3670 - Permit Inspection Request Line (206) 431 -2451 R" i)(2,-31S Project: T- M r (.T -ry ' Type of Inspection: - F` 4)- . t, I .�' tai Address: l� �� ((,, '� � Au, Date Called: Special Instructions: 74 k1 / Date Wanted: --a c:. m. Requester: Phone No: Approved per applicable codes. Corrections required pror'to approval. COMMENTS: K.- Vii ( Inspeopr: REINSPECTION FEE REQUIRED. Priorlto next inspection; fee - :niust.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 G 6300 Southcenter Blvd., #100, Tukwila. WA 98188 R (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 ill315 Project- ,MUI( k Type of Inspection: UiV _- -rFtpn2 Address: "A' /i Date Called: Special Instructions: Date Wanted:, �� _1 3 a.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: I -. /A v QJ Inspiector: u\tzL- Datej 3 i 3 n 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 N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: &Li Cr; V Type Inspection: r . tbot ,/Vn.. . h)1,5 Address: (4� Date Called: Special Instruct ons: d Date Wanted:. G - — (!� / . ' a.m. p.m. Requester: Phone No: _ Approved per applicable codes. 0 Corrections required prior to approval COMMENTS: Inspector: DaterA 1' n 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 e; (206) 431 -367 b/2 =325. Permit Inspection Request Line (206) 431 -2451 , Project ft t T Type o Inspection: Address: `ft.. D Date Called: Approved per applicable codes. erections required prior to approval. COMMENTS: .__ t) .e.fn,C�� J e ,h-t.( r Inspect t'-) Date4 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 Te, (206) 431 -3670 Permit Inspection Request Line (206) 431:2451 Dal 32 S ProjecU: `--- Type 1:- InspYection: �` - i i'l4 Address: 7-+" Date Called: Special Instructions: `I ' It Date Want 4 :. -,6 —() f a.m. .mL Requester: Phone No: EiApproved per applicable codes. Corrections required prior to approval. /7" COMMENTS: if' Insp ctor: 1\ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date:/, INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 lc (206) 431- 3670'! Permit Inspection Request Line (206) 431 -2451 Project: ,l ,� . N i Type of Inspection: {\a v AD A-`i'` , o° Add; etlA 't R zf'-7 _ A—v ` C� Date Called: Special Instructions: 6 \� / ‘..-1 Date Wanted:. 4 — 1-` , -I ,a1 pm. Requester: - - Phone No: 7:c3 -6'0 -5 Approved per applicable codes. El Corrections required prior to.approval. COMMENTS: Inspector: AO' 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. Dr 2--32-5- CITY OF TUKWILA BUILDING DIVISION v 6300 Southcenter Blvd., #100, Tukwila. WA 98188 for` (206) 431 -3670! Permit Inspection Request Line (206) 431 -2451 Project: c Yt.. Type nspectiab: A-00‘ t /1.6 Address: i L Date Called: Special Instructions: • /� tT . Date Wanted:. i _ �/ 3 ! a,,,m.,. P.m. Requester: Phone No: EApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: Inspector: i A Date _ 41 + 3 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 c/ 6300 Southcenter Blvd., #100, Tukwila: WA 98188 = (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 012 325 Project .: AkJL it k Type of Inspection - 'f O5 A& Address: —it,._ 1-zo 4 y 44\ A-4 Date Called: --- Special Instructions: Date Wanted 3 ' a,m- p.m: Requester: Phone o:� Approved per applicable codes. COMMENTS: ElCorrections required prior to approval. Inspector: t �l h o -yd\ n REINSPECTION FEE REQUIRED. Prior to next inspection... fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule. reinspection. h't) bF ACS FL Win INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 PERMIT NO. Proje t: �Lt�T(C YtA i t / l�Ot 7 Type of Ins ection: j1 � 1 i v1�c�C (- — i rial e d Address: /, 04/k y l ,Ivr S Date Called: I //7// 3 Special Instructions: Date Wanted: / / /7 // L-3 a.m. P.m. Requester: II- _. Fr /1 a (el Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1/1' alet4 (- — i rial e d tr - rIhaltd 2 - ! fiio (Qd II- _. Fr /1 a (el Inspector: Date: t( (1 113 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 D12-3 C PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcente• Blvd.; #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: • •+ort( ..Lo;- l: (At Type of Ins�gtjon: S� '. �}" .. sDr- 3S- srde. se_ t-r ins-fr.d lee( Address: ' :. y 4j4):S f $ Date Called: (oliIt 13 back-ell. As- 6 GL; ft- re.Gte.veoi . Pn& (ed - Special Instructions: -: a:Do. : An'1 , Date Wanted:. / [ 17 (f ?j P.m. Requester: Qaw( ra Tr .. , (OV -4ot i-(0 0/ -5Or_ CB. Phone No: ct.[ read 1/- °i/) place. 014.-- Le.k..¢r//. aApproved :per.applicable codes: ElCorrections required prior to approval. COMMENTS:.',: '. �}" .. sDr- 3S- srde. se_ t-r ins-fr.d lee( S4-anoiardS. WA +-r -1esf- foir 1 jib ConFi rme o4 "0" etrof, . 6k._ lo back-ell. As- 6 GL; ft- re.Gte.veoi . Pn& (ed - - (X er lme e r- read d r %1 — • l i- oil---- t{ f --- 40-1-1-.75. � Puy: o�ot��'1 Spou. an ra Tr .. , (OV -4ot i-(0 0/ -5Or_ CB. het4 Shub - ou-4 -Fromm S/ o r-I-- 010 ct.[ read 1/- °i/) place. 014.-- Le.k..¢r//. r Inspector:" Date: ( f 17 if 3 ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300Southcenter 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) 431 -2451 D2_ -.3.2s Prpject: _ Type of Inspection: �D Address: 1 o . S Date Calle # /te /13 Special Instructions: Date Wante 7/ �^ ''aL.: p.m. Reque tnr vil '��^'� r Phony No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: QV roves d .7w i' pdt�ff"- ,, r 1 e) • Inspector: 05 Date: / /r 3 /f 1. n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 2 -3 zS' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Proje : lipahlNi P/wJ,flJ./L&i,h- Type of Inspection: on: , , !e. %,. Address: u Suite #: /jc t ' yq, ,4, 7 Cont Person: Special Instructions: Phone No.: 71 Approved per applicable codes. Corrections required prior to approval. COMMENTS: j r 1 4 1 r Fined - rig/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector —l)( Date: 1, h is 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 6/11/10 T.F.D. Form F.P. 113 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit l - 5 -I1 Ds - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: e.S (de pc. Fire Alarm: Type of Inspection: Flaw "t-Q.sk- Monitor: Address: J. 0 4 gi Suite #: Permits: At,At S Contact Person: U 4 k Special Instructions: Phone No.: �,� Approved per applicable codes. Corrections required prior to approval. COMMENTS: L-t-es (z, ■Ae %)kie,e0 Needs Shift Inspection: Sprinklers: ) Fire Alarm: Hood & Duct: Monitor: Pre -Fire: / Permits: Occupancy Type: Inspector: I% (S,,\- CZ___ Date: /nlitth 2) Hrs.: .$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: rilut I / T4 e0. 1-o"° Fire Alarm: Type of Inspection: Sp c,,vJA l- Oro Address: 1-3- 0 Li g' Suite #: 'it( S Contact Person: Special Instructions: Clu0 • Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: . Permits: Occupancy Type: 006 Clu0 o K -r G e-_.2.) u-'r" r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: . Permits: Occupancy Type: Inspector: Ilt. s-�_- Date: C,4,(,,; Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. t4 Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 EXISTING SANITARY MANHOLE SSMH T -6 RIM: 112.56 IE: 105.72 (8 "NORTH) EXISTING IE: 107.22 (6 -WEST) EXISTING 8 "PVC CLEAN —OUT 8 "PVC WYE 2 -6 "x4" PVC REDUCERS 2 -4 "PVC TESTING TEES IE ELEV:106.09 4 "WYE (1E 106.41) W /CLEAN —OUT EXTENDED TO WITHIN 12" OF FINISHED GRADE AND COVERED VNTH 18'x18 "x1/4" STEEL PLATE REVIEWED FOR CODE COMPLIANCE APPROVED JAN 10 2013 EASEMENT FOR SIDE SEWER IN FAVOR OF LOT 2 4" 90' BEND (IE: 109.89) 10' -4 "PVC, S ..2.00% S ..2.00% 18' PROPOSED 6" PVC SANITARY SIDE SEWER 5- 0.0200 FT/FT 4 "CI EAN —OUT (IE: 110.09) AT. THE BUILDING W EXTENDED TO FINISHED GRADE. City of Tukwila UILDING DIVISION 'i s'aV PROPOSED RESIDENCE LOT 1 FINISHED FLOOR 114.90 MIN. GARAGE FLOOR HI/LOW: 113.33/112.89 CRAVVLSPACE ELEW 112.0 MIN. 4 "CLEAN —OUT (1E: 111.00) AT THE BUILDING WALL, EXTENDED TO FINISHED GRADE. EMERGENCY VDU – AROUND EASELEVT PROPOSED RESIDENCE LOT 2 FINISHED FLOOR: 114.90 MIN. GARAGE FLOOR HI/LOW: 114.90/114.48 CRAY SPACE ELEV: 112.0 MIN. u TRACT A — P9Q0000' E RiSTALL FIRE HYDRANT PER TUKWILA STANDARDS SOOOdoYE 11600' EXISTING DRIVEWAY SSMH 1-6 RIM: 113.04 IE: 106.53 (8 "SOUT11) 1E: 106.70 (6"EAST) IE: 108.03 (6'WEST) 20'-6" VC P F1NI GARAGE FL CRAVYLSPACE E.EV: 112. MIN. INSTALL 19' -4" PVC SSS 5.2.00% DIER' -' CY YEN 4 "CLEAN —OUT (1E: 111.00) AT NE BUILDING WALL. EXTENDED TO FINISHED GRADE. OSED RESIDENCE • 114.90 MIN. 11 112.89 NOT/CON, ROO PROPOSED RESIDENCE FINISHED FLOOR: 114.90 MIN. GARAGE FLOOR HI/LOW: 114.90/114.48 CRAWLSPACE ELEV: 112.0 MIN. COSTING DRIVEWAY 4 "WYE (1E: 107.42) W /CLEAN —OUT EXTENDED TO WITHIN 12" OF FINISHED GRADE AND COVERED WITH 18'x18 "x1/4" STEEL PLATE 10' -4 "PVC, S ..2.00% 6 "PVC CLEAN —OUT 8 "PVC WYE 2 -8'x4" PVC REDUCERS 2 -4 "PVC TESTING TEES IE ELEV:107.10 EASEMENT FOR SIDE SEWER IN FAVOR OF LOT 3 PROPOSED 8" PVC SANITARY SIDE SEWER S ..0.0200 FT/FT 4" 90' BEND (IE: 110.90) s 9 UTILITY LEGEND ;,u - -0N- ---a1– -- 9-w - -e•w p'W- --EC----E0---E0– --SS— --SS— —8s– �o—aD=rG- EXISTING OVERHEAD POWER EXISTING WATER MAIN (8 "D.I.) EXISTING NATURAL GAS EXISTING SANITARY SEWER MAIN (8 "PVC) PROPOSED NATURAL GAS PROPOSED UNDERGROUND POWER & COMMUNICATIONS PROPOSED 1" 200 PSI POLY WATER SERVICE LJNE PROPOSED SANITARY SIDE SEWER APPROVED NOV 0 9 2012 City of Tukwila PUBLIC Works 0 /Y 1 D�- 32s 1 Prescriptive Energy Code Compliance for Single Family and Duplex Housing: Zone 1 Project Information Contact Information 1- IVLT:40y Cm' s7 itati /2048 44 tit .Ave So. Le,r4 2sCooa. (-01 Pt . X6-1.3T- z53 61-3 CoklJ This set of forms has been developed to assist permit applicants documenting compliance with the Washington State Energy Code, (2009 edition). This set is for structures built under the IRC and located in Climate Zone 1. The following forms provide much of the required documentation for plan review. The„ n ' ftrE must t ls e g ob shown on the drawings (WSEC 104.2). This form is not a substitute for the energy code itself. To obtain a copy of the enerrg t A""4 9Y PY 9 ,- go to the following web address. http: / /www.energy.wsu.edu /code P^ - -- - Copy Option Glazing so Area: % of Floor Glazing U- Factor 9 Door U- Factor 2 Ceiling Vaulted 3 Ceiling WaII12 Above Grade Wall. into Below Grade Wall. ext4 Below Grade s Floor Slab6 on Grade Vertical Overheads 1 Super- Efficient Building Envelope 3 4a Air Leakage Control and Efficient Ventilation 4 Additional Air Leakage Control and Efficient Ventilation R-49 or Efficient Water Heating R -21 R -21 6 Small Dwelling Unit R -10 0 I 13% 0.34 0.50 0.20 R -38 R -38 Int. 7 TB R -10 R -30 2' Adv. R -49 or R -21 R -21 R -10 Q II 25% 0.32 0.50 0.20 R -38 R -38 R-10 R -30 2' Adv. R-49 or R -2I R -21 R -10 0 III Unlimited 0.30 0.50 0.20 R -38 Adv. R -38 Int 7 TB R -10 R -30 , See WSEC table 6 -1 for footnotes Glazing Schedule Attached to Document Does not apply. (SEE INSTRUCTIONS) Using Prescriptive Option III. All glazing and doors meet maximum U- factor. Alternate heating size method submitted. ❑ Option I or II, Glazing to floor area limit (WSEC 602.7.2) ❑ Area weighted window, skylight or door U- factor (WSEC 602.7.2) ❑ As part of the heating system sizing calculation (IRC M1401.3 & WSEC 503.2 REVIEWED FOR CODE COMPLIANCE APPROVED Radiant slab: ❑ R -10 foam insulation, continuous with thermal break (WSEC 502. 1.4.9) Chapter 9 Options Total of 1 Credit Required Opt. ODt. Description la High Efficiency HVAC Equipment 1 lb High Efficiency HVAC Equipment 2 lc High Efficiency HVAC Equipment 3 2 High Efficiency HVAC Distribution System 3a Efficient Building Envelope 1 3b Efficient Building Envelope 2 3c Super- Efficient Building Envelope 3 4a Air Leakage Control and Efficient Ventilation 4 Additional Air Leakage Control and Efficient Ventilation 533 Efficient Water Heating 5b High Effieciency Water Heating 6 Small Dwelling Unit 7 Large Dwelling Unit 8 Renewable Electric Energy JAN 10 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 0 5 2012 PERMIT CENTER *1200 kwh Total Credits 0.00 WSEC Prescriptive Worksheet (2010 edition) Zone 1 t) 17fi;ly59;7Tii WSUEEP10 -010 Copyright 2010 Glazing Schedule Project Information Conditioned Floor Area Sum of All Glazing Areas From Below Glazing to Floor Area Ratio Exterior Doors Plan Component ID Description Contact Information Sum of UA for Heating System Sizing 602.7.2 Exception Ratio (not to exceed 1%) Door Percent Width Height Glazing Door Door Ref. U- factor Glazed Qt. Feet inch Feet inch Area Area UA One Exempt Swinging Door < 24 Square Feet Sum of Glazing Area, Door Area, and UA (do not include exempt door) Area Weighted U = UA/Area Sum of Area and UA for Heating system size only (include exempt door) Vertical Glazing (Windows, Glazed doors using Exception 602.6 #1) Plan Component Glazing ID Description Ref. U- factor WSEC Prescriptive Worksheet (2010 Edition) 1 Width Height Glazing Qt. Feet Inch Feet Inch Sum of Area and UA Area Weighted U = UA/Area Area UA WSUEEPI 0 -010 Copyright 2010 Overhead Glazing Plan Component ID Description Glazing Ref. U Doube Glazed Garden Windows Section 602/.2 Exception Plan Component ID Description Width Height Qt. Feet Inch Feet Inch Sum of Area and UA Area Weighted U = UA/Area Width Height Qt. Feet inch Feet Inch Sum of Area Sum of Area X 3 (This total is automatically included in the glazing area total.) Glazing UA for Heating System Size Only = Area X 0.63 WSEC Prescriptive Worksheet (2010 Edition) Area UA Area UA WSUEEP10 -010 Copyright 2010 "Simple Heating System Size: Climate Zone 1 Project Information Indoor Design Temperature Outdoor Design Temperature Design Temperature Difference (AT) AT = Indoor - Outdoor Design Temp Conditioned Floor Area Conditioned Volume Glazing Copy Sum of UA from Glazing Schedule Attic U- Factor X 0.027 0.026 R -49 R -38 Advanced Single Rafter or Joist Vaulted Ceilings U- Factor X Area 0.027 R -38 Vented 70 70 0 Area Above Grade Walls R -21 U- Factor X Area 0.056 Floors U- Factor X Area R -30 0.029 Below Grade Walls 2' Depth 3.5' Depth 7' Depth Slab Below Grade 2' Depth 3.5' Depth 7' Depth U- Factor X Walls 0.042 Walls 0.041 Walls 0.037 Slab on Grade R -10 2' perimeter R -10 Full - Heated F- Factor X 0.59 0.64 0.57 F- Factor X 0.54 0.55 Sum of UA Envelope Heat Load Sum of UA X AT Air Leakage Heat Load ((Volume X 0.6) X AT) X .018)) Building Design Heat Load Air Leakage + Envelope Heat Loss Building and Duct Heat Load If ducts are located in unconditioned space: Sum of Building Heat Loss X 1.15 If ducts are located in conditioned space: Sum of Building Heat Loss X 1 Contact Information UA UA UA UA Area = UA Len g th Len g th 1 Maximum Heat Equipment Output Building and Duct Heat Loss X 1.50 WSEC Prescriptive Worksheet (2010 Edition) 150% UA UA Btu / Hour Btu / Hour Btu / Hour Btu / Hour Btu / Hour WSUEEP10 -010 Copyright 2010 03 -01 -2013 ARMANDO LEYVA 25604 120 PL SE KENT WA 98030 e: y.. ZIi.L • An .Haggerton, igyor epar merrt :of Conimunity Development Jack Pace; Director RE: Permit Application No. D12 -325 MULTANI LOT 4 12048 44 AV S TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 10/05/2012, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 04/03/2013. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or your request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, er Marshall t Technician File: Permit File No. D12 -325 6300 Southcenter.Boulevard, :Suite #100 • Tukwila, Washington 98188 • Phone 206 431 -3670 • Fczic 206-431 -3665 • • Seattle, January 7, 2013 Allen Johannessen City of Tukwila, WA. Hi Allen, This letter is responding to your correction letter #2 for Lots 2, 3, and 4 of the Multani Project. We agreed that the problems are in each set on sheet 7 Location. These four lots have two different floor plans. One model for Lot 1 and 4, and the second model for Lots 2 end 3. If you have any questions i can be reached at 253- 653 -6815 Sincerely, Armando Leyva GORRE�TION LTR #. t 325 RECEIVED CITY OF TUKWILA JAN 07 2013 PERMIT CENTER December 20, 2012 Armando Leyva 25604 120 Place SE Kent, WA 98030 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Correction Letter #2 Development Permit D12 -325 Multani Lot 4 —12048 44 Av S Dear Mr. Leyva, 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 Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, 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) 431 -3670. Bill Rambo Permit Technician File No. D12 -325 W:IPermit CenterlCorrection Letters120121D12 -325 Correction Letter #2.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: December 12, 2012 Project Name: Multani, Lot 4 Permit #: D12 -325 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 1 1 x 17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The floor plan sheet A7 is not consistent with the floor plan shown on sheet A3. One example is the stairway is different on sheet A7. Provide the floor plan A7 consistent with all sheets. Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Project Name: Multani, Lot 4 Permit #: D12 -325 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide a revised site plan, sheet A -1, to show topographical lines with elevations. Provide bench marks at the street and show the elevation of the finish floor. House elevation shall be at an elevation to show the footing drain and finish grade from the house shall slope away from the house. 2. On the site plan provide additional plan details to identify a footing drain or a crawl space water - discharge system. The discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department. The detail shall show size of discharge pit with pit specifications or where the discharge pipe shall terminate to an approved culvert with screening. The intent is that groundwater will not accumulate in the crawl space. 3. On sheet A -6 the crawl space shows compartmented areas with no access provided. Show access to all areas of the crawl space. 4. Egress windows and tempered windows are not specified in the remarks on the window schedule or plan. Provide specifications as they apply to these windows on the plan and plan schedule remarks. Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. ' / 6EE LoT 1 riAtil�WE2 2) Far Pc A,.J sec". 'I s f-IO1U z, . F/rO,e.., N . SEE SITE , 'L Ah/ F /LOCH77off OF DRY L 3� coe -r . O CTS 7. November 13, 2012 Armando Leyva 25604 120 Place SE Kent, WA 98030 • City of Tukwila 1 Department of Community Development RE: Correction Letter #1 Development Permit D12 -325 Multani Lot 4 —12048 44 Av S Dear Mr. Leyva, 0 Jim Haggertori, 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 Building and Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Planning Department: Brandon Miles at 206 431 -3684 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, 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) 431 -3670. Sincerely, AAANM fer Mar all it Te cian File No. D12 -325 W.•IPermit Center\Correction Letters120121D12 -325 Correction Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206- 431 -3665 0 CONTACT: RE: ADDRESS: ZONING: Armando Leyva D12 -325 12048 44th Ave S LDR PLANNING DIVISION COMMENTS Planning has reviewed the above building permit and corrections are required prior to issuance: 1. The home does not meet setbacks on the south and north property lines. Only a 24 inch roof hang intrusion into the setbacks is permitted. • NOTE F/ yOv2 /zEV1 s /oF/ c L cD 1 • ,r!, �, • Ci of Tukwila November 13, 2012 Armando Leyva 25604 120 Place SE Kent, WA 98030 • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Correction Letter #1 Development Permit D12 -325 Multani Lot 4 —12048 44 Av S Dear Mr. Leyva, 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 Building and Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Planning Department: Brandon Miles at 206 431 -3684 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, 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) 431 -3670. Sincerely, fer Mar all it Te cian File No. D12 -325 W: (Permit CenterlCorrection Lettersl20121D12 -325 Correction Letter #l.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665 • Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Project Name: Multani, Lot 4 Permit #: D12 -325 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide a revised site plan, sheet A -1, to show topographical lines with elevations. Provide bench marks at the street and show the elevation of the finish floor. House elevation shall be at an elevation to show the footing drain and finish grade from the house shall slope away from the house. 2. On the site plan provide additional plan details to identify a footing drain or a crawl space water - discharge system. The discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department. The detail shall show size of discharge pit with pit specifications or where the discharge pipe shall terminate to an approved culvert with screening. The intent is that groundwater will not accumulate in the crawl space. 3. On sheet A -6 the crawl space shows compartmented areas with no access provided. Show access to all areas of the crawl space. 4. Egress windows and tempered windows are not specified in the remarks on the window schedule or plan. Provide specifications as they apply to these windows on the plan and plan schedule remarks. Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. CONTACT: RE: ADDRESS: ZONING: Armando Leyva D12 -325 12048 44th Ave S LDR PLANNING DIVISION COMMENTS Planning has reviewed the above building permit and corrections are required prior to issuance: 1. The home does not meet setbacks on the south and north property lines. Only a 24 inch roof hang intrusion into the setbacks is permitted. • 1 PEtifirili GO s D COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -325 DATE: 01 -07 -13 PROJECT NAME: MULTANI LOT 4 SITE ADDRESS: 12048 44 Av S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPARTMENTS: Bul ing Division Public Works ❑ Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01 -08 -13 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: C APPROVALS OR CORRECTIONS: DUE DATE: 02-05-13 Approved ❑ Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • • T PLAN VIE ING SLIP ACTIVITY NUMBER: D12 -325 DATE: 12 -06 -12 PROJECT NAME: M ULTAN I - LOT 4 SITE ADDRESS: 12048 44 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPA TMEN S: It- Building Divisio Public Works ❑ Fire Prevention Structural n Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -11 -12 Complete Incomplete Not Applicable Comments: Permit'Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route JJ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions DUE DATE: 01 -08 -13 Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center, Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 ibpE, PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -325 PROJECT NAME: MULTANI - LOT 4 SITE ADDRESS: 12048 44 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DATE: 10 -05 -12 DEPA T THE TS: rOt(1. ding Division p(WG Public Works cLINA AwN Atdc_ Fire Prevention - Planning Division Structural n Permit Coordinator �I DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-09-12 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: DUE DATE: 11 -06-12 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Only CORRECTION LETTER MAILED: II V)) Departments issued corrections: Bldg Fire ❑ Ping 81 PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http://www.citukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1- 7- l3 Plan Check Permit Number: D 12 -325 ❑ Response to Incomplete Letter # • Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Multani — Lot 4 Project Address: 12048 44 Av S Contact Person: Summary of Revision: Phone Number: Ariz C L 7 RECEIVED Cirt OF MxmPE c JAN 072 PERMIT cE v =.: - Sheet Number(s): "Cloud" or highlight all areas of revision including date rev' on Received at the City of Tukwila Permit Center by: --- Entered in Permits Plus on (`7 \applications\forms - applications on Iine\revision submittal Created: 8 -13 -2004 Revised: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D 12 -325 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Multani, Lot 4 Project Address: 12048 44 Av S Contact Person: AR M ACID O Phone Number: -f ' - '.r.) -647.3- • Summary of Revision: Peg ' fEcTiooJ LE TTE2. 0-1 ( CI RECEIVED DEC 0 6 1017 PERMIT CENTER Sheet Number(s): A-1 ) A - 2 , A - '2 / A -Co "Cloud" or highlight all areas of revision including date of rev,,i o Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 12 l0 —" Z H: \Permit Center Forms \Revision Submittal Form.doc Revised: May 2011 City Tukwila • Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 433 -0179 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 3347401123 Address: 12048 44 AV S TUKW Suite No: Applicant: MULTANI LOT 4 WATER METER INFORMATION Permit Number: D12 -325 Issue Date: 03/22/2013 Permit Expires On: 12/14/2013 DESCRIPTION OF WORK: CONSTRUCTION OF NEW 2813 SQ FT SINGLE FAMILY RESIDENCE WITH 495 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTWITIES INCLUDE: EROSION CONTROL, LAND ALTERING, EXISTING WATER METER W/ WATER SERVICE LINE, SANITARY SIDE SEWER, STORM DRAINAGE, AND UNDERGROUNDING OF POWER. SANITARY SEWER ASSESSMENT FEE. TURNOVER OF FIRE HYDRANT WAS COMPLETED UNDER PW06 -080. ACCESS AND UTILITY EASEMENTS WERE RECORDED AT KING COUNTY AS PART OF PW06 -080 (SHORT PLAT NO. L06 -004). METER #1 METER #2 METER #3 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: Perm Work Order Number: Connection Charge: N $0.00 $0.00 $0.00 ' Installation: N $0.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $50.00 $0.00 $0.00 ' Subtotal: $75.00 $0.00 $0.00 Cascade Water Alliance (RCFC): N $0.00 TOTAL WATER FEES: $75.00 $0.00 $0.00 doc: WTRMTR D12 -325 Printed: 06 -19 -2013 Contractors or Tradespeople P ter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name MULTANI CUSTOM HOMES LLC UBI No. 603130842 Phone 2065016467 Status Active Address 9524 S 237Th Pl License No. MULTACH891NR Suite /Apt. License Type Construction Contractor City Kent Effective Date 8/19/2011 State WA Expiration Date 8/19/2013 Zip 98031 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status MULTACI981MQMULTANI CONSTRUCTION INC Construction Contractor General Unused 7/18/2002 8/16/2012 L Licensed Business Owner Information Name Role Effective Date Expiration Date MULTANI, PALWINDER SINGH Partner /Member 08/19/2011 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 Developers Surety E Indem Co 858196C 08/18/2011 Until Cancelled $12,000.00 08/19/2011 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 2 Developers Surety & Indem Co BIS0000140904 08/04/2012 08/04/2013 $1,000,000.0006 /01/2012 1 Developers Surety & Indem Co BIS0000140903 08/04/2011 08/04/2012 $1,000,000.0008 /19/2011 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions /Citations Information No records found for the previous 6 year period https: // fortress .wa.gov /lni/bbip/Print.aspx 03/22/2013 PROJECT DATA OWNER: PROJECT ADDRESS: PARCEL #: 20NING: SOPLQF WORK: OCCUPANCY-GROUP' R -3 , CONSTRUCTION TYPE: V$ SET BACKS: FRONT: SIDE : 5••d REAR : _W. 5Cv•d1 AREA: FLOOR OW 0 LJPPE�� TOTAL: GARAGE: DECK :/ PORCH: LOIiSIZE: LOT COVERAGE: LEGAL DESCRIPTION: LIVING AREA 1457 1.35Co /D 495 MUL7"AI'tY CahlSrr ucn ©N . 12a4.& 44 . AVM 50 .rL J< v. L. A 4747!123 calerleucr/cN OF New oFg, 2 5?a44155 wlrlr-/- 2 c. Z5 cag,4 a A7rack/Eo APPROVED NOV O 9 2012 City of Tukwila PUBLIC Works S u tL.-r ', Its PL C v1r4 ckis, ,�1 I/LLLM4W6 MEADOW A R OE N5 DM /V! / 4.0-'4 TOW. UND. ligr: /N TVACT A oil 7 JKWILA SPAi Gnaxo REC. . z U o � to - T,�1�2 25 A � � L� 2G�E�°> 3 7 � 131.„14.5' 5,0 PL.Ar... ,c15e (TYPE- !�?IM /12.5.3' 1N ss 1 8'c0 PVC Ss. S "e:O cP47:0 ,sroie1l i RAtIN 1 OF< • Ulm PLASTIC COVERING STRAW WATTLE STOCKPILES 7- ANCHOR WEIGHTS WITH STAKES 10' MAX. CONVEY RUNOFF TO APPROVED LOCATION. BURY SHEETING IN 4 IN. X 6 IN. TRENCH A MINIMUM OF 8 FT. SETBACK FROM TOP OF SLOPE. BACKFILL WITH WASHED ROCK. SOIL BERM STRAW BALES CUT SLOPES ANCHOR WEIGHTS WITH STAKES CONVEY RUNOFF TO APPROVED LOCATION. PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED. TOE IN SHEETING IN 4 IN. X 6 IN. TRENCH A MINIMUM OF 3 FT. SETBACK FROM BOTTOM OF SLOPE. BACKFILL WITH WASHED ROCK. CONVEY RUNOFF TO APPROVED LOCATION. REASON: DISTURBED E R EROSION PROTECTION SLOPES AND AREAS THAT BY MULCHING & MATTING _SYMBOL: 4.--64 .0. TEMPORARY SEEDING AND MULCHING SEEDING MAY BE USED ONLY BETWEEN APRIL 1 AND JUNE 30, AND SEPTEMBER 1 AND OCTOBER 30. AREA STRIPPED AND THEN TEMPORARILY SEEDED, USING EITHER BONDED FIBER MATRICES OR HYDRO SEEDING TECHNIQUES. STRAW MULCHING: 1. FOR AREAS OF SITE WITH LESS THAN 30% SLOPE; 2 -3 BALES OF STRAW EQUALS 2- INCHES OF STRAW MULCH OVER 1000 SQARE FEET. 2. MULCH SHALL BE WEED FREE STRAW. 1 •: FA91{ E•: 2•:: �E£ SiR�TC•:# IFX• �17RESx i:::•::• i::• ii:•::::?::: �:::•::•:;• ii:: :•i::;:•:: ............................ {•:':c�.:�:•:::•i::•� :4;•::•::••::•::•::;•i:ii:•:{ s•(•:•:::: •::•'r�::.�.:i•:•::�:i;:•:::•i NAME _ PROPORfl$NS BY NICHT % PURITY % GERMINATION REDTOP (AGROSTIS ALBA) 1O% 92 90 ANNUAL RYE (LODUM MULTIFLORUM) • 40% 98 90 CHEWINGS FESCUE (FETUCA RUBRA COMMUTATA) 40% 97 80 WHITE DUTCH CLOVER (TRIFODUM PEPENS) 40% 98 90 REASON: REMAIN BARE TEMPORARY R MORE THAN 7 DAYS STABILIZATION VH REYP PERMANENT COVER IAND T LEGUMES TO AREAS THAT NECESSARY OR APPROPRIATE. LO SYMBOL: 5 ; O. of :) U SD, VI' • Op 060 Om. r..... _,..- __..._" u4,...... ••••••■••*11 r • I:_.... --.. —Oa— •- r 115.0 '. 9c vi C45. (TYp -. ) Y RIM. 1(3.7 GENERAL NOTES ALL WORK SHALL COMPLY WITH ELECTRICAL CODE IEC 2009 MECHANICAL CODE IMC 2009 PLUMBING CODE UPC 2009 FIRE CODE NFPA IRC 2009 AND 'Loc44 L. rtJ /W/LA MVNic/P.4L. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS PRIOR TO NOTIFY OF ANY DISCREPANCIES. IF WORK STARTED PRIOR NOTIFICATION, THE GENERAL AND THE SUB CONTRACTOR PROCEED AT THEIR OWN RISK. PLAN DIMENSIONS ARE TO NOMINAL FACE OF STUDS, FACE OF CONCRETE WALLS, CENTER LINE OF COLUMN GRIDS, U.N.O. VERIFY ALL ROUGH - IN DIMENSIONS FOR WINDOWS, DOORS, PLUMBING FIXTURES AND APPLIANCES PRIOR TO COMMITMENT OF WORK. VERIFY SIZE AND LOCATION AS WELL AS PROVIDE ALL OPENINGS THROUGH FLOORS AND WALLS, FURRING, CURBS, ANCHORS, INSERTS, MACHINE BASES AND ROUGH BUCKS / BACKING FOR SURFACE MOUNTED ITEMS. PROVIDE FURRING AS REQUIRED TO CONCEAL MECHANICAL AND/ OR ELECTRICAL HARD WARE IN FINISHED AREAS. REPETITIVE FEATURES ARE OFTEN DRAWN ONLY ONCE AND SHALL BE COMPLETELY PROVIDED AS IN DRAWN FULL DOORS NOT DIMENSIONALLY LOCATED SHALL BE 3" FROM STUD FACE OF DOOR OPENING OR CENTERED BETWEEN WALLS AS SHOWN. "FLOOR LINE" REFERS TO TOP OF CONCRETE SLAB OR TOP OF SUBFLOOR. FRAME PARTITIONS ARE 2x4 r 16" 0.C., UNLESS OTHER WISE NOTED. VENT ALL BATHROOM /LAUNDRY FANS, RANGE HOODS ( UNLESS APPROVED S VENTING ) , AND DRYERS TO OUTSIDE ATMOSPHERE MAX. DRYER DUCT LENGTH IS 14' -0" UNLESS U.L APPROVED MECHANICAL CODES. VERIFY CONSTRUCTION OF VENT SPACE WITH 2009 I.B.0 AND LOCAL ORDINANCES. ABBREVIATION ABV. AFF. ADJT. A/ C A.B. AVG. BM. BF. BP. BLKG. CANT. CLG. CY. CLR. CL COL. CONC. CONST. CONT. CONN. D. DTL DR. DS. DSP. DW. REVIEWED FOR CODE COMPLIANC APPROVED E JAN 10 2013 E PATCH, REPAIR AND REFINISH AS REQUIRED , ANY EXISTING SURFACES ( WHICH ARE TO REMAIN ) THAT HAVE BEEN DAMAGED DURING DEMOLITION AND / OR CONSTRUCTION. City p UILDIN . PROVIDE APPROVED NUMBER OR ADDRESS POSITIONED TO BE PLAINLY VISIBLE AND LEGIBLE F OM THE STBEET. 1W1\ UN& Io •S PLUMBING INSTALLATIONS TO BE INSPECTED BY COMPLIANCE OFFICER PRIOR TO COVERING WORK. NO BUILDING OR PORTION OF A BUILDING SHALL BE OCCUPIED OR USED FOR STORAGE PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. "NO EXCEPTIONS ". APPROVAL FOR OCCUPANCY IS ONLY GRANTED AFTER ACCEPTANCE BY PUBLIC WORKS, PLANNING FIRE MARSHAL, AND BUILDING OFFICIAL. THE LIST SHALL INDICATE THE NAME OF THE INSPECTOR, DATES, AND TIMES PRESENT ON THE JOB SITE AND TYPES OF INSPECTIONS BEING CONDUCTED. ALL REQUESTED INSPECTIONS SHALL BE CALLED IN ON THE 24 HOUR INSPECTION REQUEST PERMIT. .• CHANGES TO APPROVED PLANS SHALL FIRST BE APPROVED BY THE BUILDING OFFICIAL. COPIES OF SUCH APPROVALS SHALL BE ON THE JOB SITE PRIOR TO --- ---- GG r-•• --. -- COMMENCEMENT OF WORK. C�- 5•--- UP ORYW8t t:.(ge P127..11. PAGE L. %23.50' • 1.5.ao' tit ALL MATERIALS & PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURES WRITTEN INSTRUCTIONS & INSTALLED IN ACCORDANCE WITH STANDARD & EXTEND WARRANTIES, AS APPLIES. a 0 • COORDINATION NOTES THE FOLLOWING NOTES SHALL SERVE AS A GUIDE TO THE CONTRACTOR TO VERIFY EACH CONDITION WITH THE PRODUCT , MANUFACTURER OR SUPPLIER, AND / OR LOCAL JURISDICTION FOR THEIR REQUIREMENTS PRIOR TO SUBMITTING A BID TO THE OWNER OR PROCEEDING WITH WORK. THE ITEMS OUTLINED BELOW ARE NOT INTENDED TO BE AN EXHAUSTIVE ANALISYS OF ALL POSSIBLE AREAS OF CONCERN OR CONFLICT, BUT RATHER TO•SERVE AS THE BEGINNING POINT IN IDENTIFYING COMMONLY OVERLOOK AREAS IN THE CONSTRUCTION PROCESS. C9446 c se. - —I1. 1 y I 0rafl�f .,agali - egg ~Q 1 Ito e0`. 7', l 4.11t4 7Yo liL `E4° 01 �T'YPg e.-4.6") t2IM MAKg 6E141-Eger HoLe WITII I "CAPPED We 101.1*-/ w/ =cC 1 .d .�..71 CJ a • vl,b' ee ff• /OEa OF = Ittt �•,.•• . up/4 wparEz { l�L•E F�G•GEDI PAOQIG, gam tL: -, AYWELL 9eG11014 /Yrs. MtN. A13V. N14H GROuNIDWArgla C�MPVVC off" /rcQTYNG' pd/w •�4.02 q. m2,D' a . ao'co" E4 4•::L .. l :• ra REVISIONS No changes shall be made tothe l scope of v'jorl< without prior app Tukwila Building Division. NOTE: Revisions will require a new plan submittal: and may include additional plan review fees. • SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical 14 Electrical 0 Plumbing ❑ Gas Piping City of Tukwila BUILDING DIVISION L".EGEAID lD' 5' o' ----- ----y5 _ .... -.-- .4,44 1 rat g•( (1 " 2cx F 'i. Pa.)/ ) I PC UNC) = 1zc /I AD P2ul iZ •- c01- 040114. REVIEW MANUFACTURER'S PRODUCT LITERATURE FOR INSTALLATION INSTRUCTIONS UNIQUE TO THE PROJECT CONSTRUCTION TYPE. a ] HVAC FCIUIPMFNT AND DUCTING b ) RECESSED AND SEMI- RECESSED LIGHTING c ] ALL EXHAUST FANS AND DUCTING d ) BATH TUB AND SHOWER ENCLOSURES. E ) RECEPTACLE BOXES ( TV., TELEPHONE, ELECTRICAL AND PLUMBING 2.- COORDINATE WITH THE FOLLOWING UTILITIES AND.COMPLY WITH LOCAL JURISDICTIONAL REQUIREMENTS. a ) GAS UTILITY b ) TELEPHONE UTILITY c ) CABLE TV. AND UTILITY d ) POWER UTILITY e ) TRASH SERVICE f ) LOCAL DISTRICT FOR WATER, SEWER AND STORM 3: THE FOLLOWING ITEMS SHALL BE DESIGN BUILD SYSTEMS AND SHALL BE APPLIED FOR BT THE CONTRACTOR ATA LATTER DATE. THE CONTRACTOR SHALL PROVIDE A COMPLE 1 E SYSTEM TO THE OWNER WHICH COMPLIES WITH ALL JURISDICTIONAL REQUIREMENTS. a ) ELECTRICAL b ) PLUMBING c ) MECHANICAL / HEATING d ) FIRE SPRINKLER PLANNING APPROVED No changes can be made. to these plans without approval from the Planning Division of DCD Approved By: Date: CORRECTION LTR# IVY kwila IVISION wi ECT. EV. UIP. LR. G. FDT. Ga. GV. GLS. GLB. GWB. HGR. HOW. HDR. HTG. HT. ABOVE ABV. FINISHED FLOOR ADJUSTABLE AIR CONDITION ANCHOR BOLT AVERAGE BEAM BI - FOLD BI - PASS BLOCKING CANTILIVER CLG. CERAMIC TILE CLEAR CLOSET COLUMN CONCRETE CONSTRUCTION CONTINUE CONNECTION DRYER DETAIL DOOR DOWNSPOUT DISPOSAL, DISHWASHER 0 • EACH ELECTRICAL ELEVATIONS EQUAL EQUIPMENT EXTERIOR EACH WAY FINISHED FLOOR FLOOR FOOTING FOUNDATION GAGE GALVANIZED GLASS GLUE LAM BEAM GYPSUM WALL BOARD HANGER HARDWARE HEADER HEATING . HEIGHT DRAWING INDEX ARCHITECTURAL A- / SI rE PLAN .4.2 EL EVArlc as .a» 3 Pi.e o,¢ PLAN A-4 ELEG7: PLUMarao I4074E19. �► -.J WIND W- CXX4eZe. A -!o F'o)NOA i/ ©Tst• A • 7 Roo/= PLAN . . A0.13 "FfAMlNIa NorE9 A-9 SECTION OILS. ,'• -/O 13LDCG• SECT - EXT. WALL.. A- I t El4E1:26Y •- VE`NT /LATION A- 12. REVERSE LAYOUT PLAN E -% DRAINAGE •- PAVING STRUCTURAL 5 -1 - P2 Q /F•??"/ va" . • HC HOR HB. HWT. INSUL. INT. JST. LIN. LAV. LL MFR. MATL. MAX. MC. MECH. MTL. MIN. MISC. MLD. NA. NTS. OBS. PL. PLWD. • PT. REF. RM. REQ. R &S SHTHG SC. SPEC. SQ. STD, STOR. SW. TEL. •TV. THK. T.P. T &G TYP. U.N.O. V.B VERT. W. W.M. WD. W /. HOLLOW CORE HORIZONTAL HOSE BIBB HOT WATER TANK INSULATION INTERIOR JOIST LINEN LAVATORY LIVE LOAD MANUFACTURE MATERIAL MAXIMUM MEDICINE CABINET MECHANICAL METAL MINIMUM MISCELLANEOUS MOLDING • NOT APPLICABLE NOT TO SCALE OBSCURE ON CENTER PLATE OR PROPERTY LINE PLYWOOD PRESSURE TREATED REFRIGERATOR ROOM REQUIRED ROD & SHELF SHEATHING 'SOLID CORE SPECIFICATION SQUARE . STANDAR STORAGE SHEAR WALL TELEPHONE TELEVISION THICK TOILET PAPER TONGUE AND GROOVE TYPICAL UNLESS NOTED OTHERWISE VAPOR BARRIER VERTICAL WASHER WIRE MESH WOOD • • WITH FILE COPY Permlt No. IP\ 91 an review approval is Approval of construction deaf to violation of any approv BY to errors and omissions, does not authorize code or ordinance. Rec ipt Is ed: PRE - MANUFACTURED CATCH BASIN OR INLET INSERT NOTES: 1. STORM DRAIN INLETS NEED TO BE REMOVED AT THE END OF THE JOB. 2. STORM DRAIN INLETS ARE ONLY TO BE INSTALLED IN DRAINAGE DEVICES PER THE MANUFACTURER'S RECOMMENDATIONS. CATCH BASIN INSERTS ARE NOT TO BE INSTALLED IN CURB INLETS. 3. INSERTS SHALL BE INSPECTED AND MAINTAINED WHEN A 1/2 INCH RAIN ACCUMULATES WITHIN A 24 HOUR PERIOD. CLEAN AND /OR REPLACE INSERT WHEN HALF OF THE TRAP IS FILLED WITH SEDIMENTS. OVERFLOW (TO BYPASS PEAK STORM VOLUMES) REASON: PERMANENTTSTABIUZAl10N OF NTERD G STOED AREANAGE SYSTEMS PRIOR TO SYMBOL: FILTER FENCE RECEIVED CITY OF TUKWILA DEC 0 6 2012 PERMIT CENTER pig. -3�s METAL FENCE POSTS NOTE: ANGLE SILT FENCE BACK UP THE SLOPE AT THE END OF RUN. FILTER FABRIC MATERIAL 60" WIDE BOLLS. USE . STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE MIRAFI 700X OR PRE,-APPROVED EQUAL 2" X 2" X 14ga WIRE FABRIC OR EQUIV. (OPTIONAL -PER SITE CONDITION) BURY BOTTOM OF FILTER MATERIAL IN 8" X 12" TRENCH FILTER FABRIC MATERIAL BACKFILL WITH NATIVE SOIL MATERIAL OR GRAVEL `BACKFILL IN TRENCH AND ON BOTH SIDES OF FENCE FABRIC ON THE SURFACE RE ASON: o SLUR DURNC CONS U ON o °1 " u ITYSHEOFT. SH T OWS. g r'1"' SYMBOL: x x x) City Of lbkwila" BUILDING DIVISION` ,••••••• •••••••••••••■•Iwo•sow•sonit■Imm•••••••■••••••••••■•••■•••••••• NORTH 1.o re I • ( WOW LOT. 4 Es M cr./CAIS OCAL.E. mliv,seek, .RIM 1111111111•11 MEW •111111011 milliu- 1 TI 119141M11111111111MUIMMINIMIIIIMIll 11111111111111M9111011 .„,..„....................„.........„. (0, 2......m.........----..................., ............................,31 --.,.....„...............,................6. ximmo....,=111Ermirmitalr7fri, 1 • • 1/4 a 74 1 f-0" • 0 9 E ST tor . (tor. 4 - IzEVOReE) • • • • • , • , N •Iks••••••••.•••••••■•••— C) 111111111111 1 1E] j 0(S ELEVATION NOTES 1. VERIFY WALL NAILING AND HOLDOWNS PRIOR INSTALUNG SIDING. 2. CAULK ALL EXTERIOR JOINTS AND PENETRATIONS. 3. PROVIDE CORROSION RESISTANCE FLASHING AT EXTERIOR WALL ENVELOPE 4. PROVIDE FLASHING AT ROOF PENETRATION 5. USE WEATHER STRIPPING AT ALL EXTERIOR DOORS. 6. PROVIDE CONTINUOUS ALUM. GUTTERS AND DOWNSPOUTS @ ALL EAVES. 7. ARCHITECTURAL COMPOSITION ROOFING OVER 15# FELT, OVER 1/2" APA RATED SHEATHING (24-16) (1/2" CCX EAVES) B. TRIM BAND AT AREA BETWEEN DIFERENT SIDING MATERIAL 9. WOOD TRIM AND PANELS. INSTALLED TO MATCH LOOK OF FREE STANDING COLUMNS 10. PRIMED AND PAINTED CEDAR SIDING OR HARDIE BD. SIDING. 11. PAITED METAL INSULATED ENTRY DOOR STYLE • SELECTION BY OWNER 12. EXPOSED AGGREGATE CONCRETE 13. INSULATED VINYL WINDOW J • sr 1.07 (zar. 4 -REVerAsE) A REVIEWED FOR • CODE COMPLIANCE APPROVED JAN 1 0 2013 City of Tukwila BUILDING DIVISION • BOUT/sr./ Lai (Lar.4 Nogrfr4), 14.IDECORATIVE GABLE END VENT.WITH WOOD SIMILAR TO WINDOW TRIM 15. USE 5/4"'x 10" FASCIA WITH 1" x 2" SHAKE MOLDINQ -118A-AIETAL DRIP CAP-OVER-WINDOWS" 77- • 17.. LAP SIDING.OVER 7/1s" OSB. SHETHING WBUTT JOINTS 01 STUDS. CAULK GAPS WITH LATEX PRIOR TO PAINTING a SHARTOWN-CEDAR-SHINGLES W/ '4•1k" EXPOSURE CONTEMPORARY STYLE. •19.. OPA,12; , 22!) 20• BRICK VENEER W/ 1" AIR SPACE BETWEEN 7/16" GWB., OVER 2x6 STUD WALLS © 16" O.C. WITH R-21 BATTS INSULATION COVER • WITH 1;V* GWB. 21. T.!, I - tI 130ARpS (6" VGar • ' RECEIVED CITY OF TUKWILA DEC 0 6 2012 PERMIT CENTER 342_5 •_, u FAMILY 1214..._.. Fxrf4cE or wis. u...4eV. N VD cAgp.r /2'4" C. M.A. 0 4) mournms 4140 CA .ki) oPEB . . LIVING if2H. cA1ePa7' 11 63,_ oil r cJ f' 4 — GROUND FLR. PLAN =I Loll 1 4i g4 5dMHAAZY 11 g/ o„ REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1. 0 2013 City of Tukwila BUILDING DIVISION a m 1: WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE DIMENSION. 2.- CONTRACTOR SHALL VERIFY ALL NOTES DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION. PLATE HEIGHT 9' D" THIS FLOOR U.N.O. 431 O Uf PLC •3: 4: 5: 6. 7: ADDRESS NUMBERS SHALL BE PLAINLY VISIBLE FROM STREET. WINDOWS & DOORS ARE SHOWN & NOTED AS NOMINAL SIZES. EXTERIOR WALLS TO BE 2 X 6 STUDS ® 16" O.C. U.N.O. PROVIDE MIN. 22" X 30" ATTIC ACCESS INSULATED / WEATHERSTRIPED WITH 30" OR MORE CLEAR VERTICAL HEIGHTS. 8.- PROVIDE MIN. 18" X 24" CRAWL SPACE ACCESS. 9.- KITCHEN CABINETS AND COUNTER LAYOUTS BY OWNER. KITCHEN PLANS SHOWN ARE SCHEMATIC. 10.- SHELVING IN PANTRY (HEIGHT AND NUMBERS OF SHELVES BY OWNER). 11.- GAS RANGE OVEN WITH HOOD /FAN /LIGHT WITH 100 CFM. VENTED OUTSIDE. WHERE COUNTER TOP RANGE IS SPECIFIED, USE DOWN DRAFT EXHAUST FAN. 12. U.L. / ICBO APPROVED ZERO CLEARANCE GAS FIRE PLACE - DIRECT VENT INSTALLED PER MANUF. SPECIFICATIONS, PROVIDE 6 SQ. IN OUTSIDE AIR FOR COMBUSTION. HEARTH TO BE NON COMBUSTIBLE, EXTEND 12" BEYOND EACH SIDE OF OPENING AND 20" MIN. © FRONT. MANTEL SELECTION AND HEIGHT INSTALLATION BY OWNER. 13.- TUB AND SHOWERS: o FIRE BLKG. BETWEEN STUDS. a LIMIT SHOWER FLOW TO 2.5 G.P.M. o WATER PROOF WALL TO W / IN 70" ABV. DRAIN INLET. o ALL GLAZING W /IN. 70" ABN. DRAIN TO BE SAFETY GLASS. o VAPOR BARRIER BEHIND G.W.B. o APPLY WATER RESISTANCE BOARD UP TO 70" ABV. DRAIN. o INSTALL 36" TOWEL BAR ® 40" ABV F.F. 14: 15: 16: PROVIDE 30" MIN. CLEAR WIDTH AND 24" CLEARANCE FRONT OF TOILET. VINYL OR TILE FLOORING AT KITCHEN AND BATH SELECTION / OWNER. DOOR BETWEEN HOUSE AND GARAGE TO BE 20 MI. RATED, OR 1 3/8" SOLID CORE TIGHT FITTING WITH SELF CLOSING. 17: FURNACE TO BE PLACED 18" ABV. FL ON ONE HOUR PLATFORM W/(2)3/4" LAYERS PLYWOOD. PROTECT FROM IMPACT PER IMC. WITH 4" CONCRETE FILL BOLLARD. USE 6" 0 FRESH AIR INTAKE DUCT / DAMPER. 18: ALL HEADERS TO BED. X /0 EXTERIOR WALLS U.N.O 4xg upetg ALL HEADERS TO BE 4" X , 8 (o INTERIOR WALLS U.N.O. tx (o t, 19: ALL EXTERIOR WALLS TO BE 2 X 6 ®16" O.C. WITH R-21 BATTS INSUL. ALL INTERIOR WALLS TO BE 2 X 4 ID 16" O.C. 20.- ALL ANGLES WALL TO BE 45 DEGREE U.N.O. 21: PROVIDE CONTINOUS HANDRAIL AT STAIRS, 1 1/8" FROM WALL AND 34" / 38" ABV. TREAD NOSING WITH 1 11/4" TO 2" MAX. GRASPING. USE GUARDRAIL FOR WALKING SURFACES 30" ABV. GRADE. 22.- LIGHTING CONTROLS FOR INTERIOR STAIRWAYS MUST BE @ TOP / BTM. 23.- ALL STORAGE AND SPACES UNDER STAIR TO BE FINISHED WITH 5/8" TYPE X GWB. 24.- ALL FRAMING NAILS PER 2009IRC. 0 /N9TAkt. CA/. ot4 Heys X /DE ALA /M PC- 12 QZ a)5,4) UPPED?. Toro L- fP:0ra,CH ,SAT"' / cam o8c1G. 1457 13640 28/ 652. 1Gi. 52 9!v 20 UPPER FGR. PLAN 2006 -2009 WSEC 503.11 Pipe Insulation: All piping shall be thermally insulated in accordance with Table 5 -12. EXCEPTION: Piping installed within unitary HVAC equipment. Cold water pipes outside the conditioned space shall be insulated in accordance with the Washington State Plumbing Code (Chapter 51 -56 WAC). RECEIVED CITY OF TUKWILA DEC 0.6 2012 PERMIT CENTER ELECTRICAL N6TES 1 : ALL ELECTRICAL CONTRACTOR WORK SHALL COMPLY WITH STATE AND LOCAL PUILDINC CODES. • • 2.- ALL ELECTRICAL AND .TELEPHONE SYSTEM SHALL BE DESIGN BUILD • 3.- ELECTRICAL CONTRACTOR SHALL VERIFY ALL ROUGH -INS AND SPECIFIC. OF ALL LIGHT FIXTURE AND EQUIPMENT. WITH OWNER. TRIM PER . ELECTRICAL CO DE: AND iN COMPLIANCE WITH STATE AND LOCAL CODE 4.- ALL WIRING SHALL BE CLIPPER. CONDUCTORS FOR POWER WIRING SIZED #12 AWG. AND; '. #1TJ AWG. SHALL OE SOLID. CONDUCTORS FOR CONTROL WIRING SiZED #1.8AWG 'THROUGH #10. SHALL STRANDED. CONDUCTORS . SIZED #:8 AWG, ANO LARGER SHALL BE STRANDED. ARMORED CABLE (EX) MAY. BE USED ;:FOR BRANCH CIRCUITS WITH MAX. #10 AWG. CONDUCTORS. ARMORED CABLE . (BX) ALLOWED FOR LIGHTING CIRCUIT . THROUGHO.UT.: : 4.- IT IS THE CONT 3ACTOR . RESPONSIBILITY TO INVESTIGATE THE PREMISES, TO DETERMINE, EXISTING ELECTRICAL SYSTEM LAYOUT. • 5 .- CONTRACTORS. SHALL USE BASE BUILDING SPECiFICATI ©NS FOR MATERIALS WORKMiANSIJIP: AND DESIGN CONDITIONS . 6 .- ALL E.LEC1'111 Al. OUTLETS , SWITCHES, COVER PLATES, SHALL BE WHITE. 8.- VERIFY., ALL SWiTHES AND OUTLETS HEIGHTS ABV. CABINETS TO CLEAR FOR .BACK SPLACHs RECEPTACLE ;OUTLET LOCATIONS: 'KITCHEN .RECEPTACLE SHALL BE INSTALLED SO THAT NO POINT .: ALONG THE WALL LINE iS• MORE THAN 24" MEASURED • ' : • HORIZONTALLY ISLAND COUNTER : AT LEAST ONE RECEPTACLE OUTLET ' ' PENINSULAR : AT LEAST ONE WALL RECEPTACLE OUTLET PER 4' OF COUNTER TOP. BATHROOM : AT LEAST ONE WALL RECEPTACLE WITHIN-36". OF THE : EDGE OF EACH LAVATORY. GENET AL. USE : RECEPTACLES SHALL BE INSTALLED SO THAT NO • ' POINT MEASURED HORIZONTALLY ALONG THE FLUOR • LINE IS MORE THAN 6' FROM RECEPTACLE. HALLWAYS : WHEN THEY ARE 101: OR MORE SHALL HAVE AT LEAST • • • ONE RECEPTACLE OUTLET. OUTDOOR' AT LEAST ONE AT FRONT AND ONE AT BACK 9.- ALL RECEPTACLES WITHIN, OUTLETS; ENVIROMENTAL CONTROL SHALL BE MOUNTED NOT LESS THAN 15" AND NOT MORE THAN 48" ABV. F.F. 10.• PROVIDE (1) 2 W SCHEDULED BO PVC CONDUIT FOR ELECTRICAL . • SERVICE AND (.1) 5/8" x B' LONG GALV. 'POD' FOR GROUNDING 11.- ALL RECEPTACLES 120 VOLTS, SINGLE PHASE • 15 - 20 AMP. INSTALLED IN BATHROOM, KITCHEN, .GARAGES, OR OUTDOORS SHALL HAVE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION. 12.; SMOKE DETECTORS TO BE WIRE TO THE BLDG. WITH BATTERY BACK UP. 13. LIGHTING : CONTROLS FOR INTERIOR STAIRWAYS MUST BE PROVIDED A TOP AND BOTTOM. ' 14.- U&IT . :FIXTURES IN TUB OR SHOWER SHALL HAVE LABEL STATING " SUITABLE FOR DAMP LOCATIONS " . 15.- RECESSED CEILING FIXTURES MUST BE IC. RATED 16,- PROVIDE TEMPORARY 'POWER 'AND UGHT OUTLET FOR USE BY OTHERS ELECTRIC WIRING SERVICES OVt✓l.Z. k%'4Q..:... PANEL • *ZO'? . 11,- 11`17"'1r12tok. LUMINA1t.zE5 SHALL 88 50% MIN.141G14 P /LACY AND ALL EXMIZIOR L /':2HrJNG 5HAL! 1.11 1-1 EF '1 L AC Y. -- • DUPLEX ::OUTLET DUPLEX OtJTLE1 W/ ONE SWITCH DU PI Q(:. C 1TLET WATER :C PL EX CAME t: GROUND FAULT INTERRUPTER 9.0 ET IS WIRE 2201AITS) PLUG CIUT:ET • (ENS• PEA): TAIL SWITTGH . ONE: POLE S Nt'i; • W/ • DIMMER a PQ(JJ W*ATEAPFCOF 16.SWIT tN ANOEScEF T. LIGHT CEIUNG INCANDESCENT LIGHT WALL iNCANo sc.:ENT LIGHT PULL CHAIN INCANDESCENT LIGHT PENDANT INCANDESCENT UGHT RECESSED INCANDESCENT SPOT LIGHT C LING MOUNTED EYEBROW TRACK LIGHT tiENT LIGHT MG. 0 AT.. ' ELECTRIC'. PANEL: RECESSED . Q J: SOX lE :JACK WALL 1"ELE'Vi ill N :.OUTLET BELL CHIME' Q. :SMOKE : L'JE'TEC"1`OgS ej HAROW1RE MO .V j W/ BATTERY BACK UP. b) CENTRALLY 'LOCATED IN COPPICt 1R LEADING TO BEORM, C IN EACH FANS SHALL BE CAPABLE-OF 5 AIR CHANGES PER HR. VEN'T'S DIRECTLY TO EXTERIOR THROUGH SMOOTH RIGID NON: ABSE1 iVENT DUCTS AND SHALL TERMINATE OUTSIDE BLDG. 5' FROM ANY OPENING.( USE BACKDAAPT DAMPERS) KITCHEN „,:100 CFM. BATHIIM 50 CFM. HT • LAUNDRY; 50 CFM. WHOLE':: kiC U$E FAN war. CAPABLE OF PRCBIDING AT LEAST 0,35 AIR CHANGES PER. HR.. BUT t T.. LESS. THAN 15 CUBIC FEET PER MIN. PER BED m `: ` PLUS AND ADDITIONAL 15 CUBIC FEET PER MIN. ( SIZE *a 100 CFM.) (NOISE RAITING -1.5 SONE MAX ) MANUAL AND AUTOMATIC CONTROL W/ 24 HRS. TIMER. FORCED AIR HEATING �! 6A121301-4 .plG)1'f0X ALARM .1 15.1 WWgC. MSS 1- WRITTEN DIMENSIONS TAKE PREc. ENCE :OVER:SCAt E D1MENSf t. , 2.- CONTRACTOR •SHALL VERIFY ALL NOTES fiMENSiONS & CONOITI NS ' PRIOR TOCQNSTRUCTION. . PLATE HEIGHT . 0 ;-O i GtrdP. EL tZ . c4id" UPiV,2 Ai LIFIESS NUMBERS SHALL BE PLAINLY VISIBLE fROM:STREET'. WINDOWS & DOORS ARE SHOWN & WITED AS NOMINAL SIZES. 3- 4.- 5.- 6.- EXTERIOR WALLS TO:BE.2 X6 STOPS 13" O.C. UN O. 7 - PROVIDE MIN. 22" X 3O "ATTIC ACCESS INSULATED/ VVEATHERSTRIPO WITH 30" OR MORE CLEAR VERTICAL. FIGHT'S. B.- PROVIDE MIN. 18" X 24' CRAWL SPACE ACCESS. 9.- KITCHEN CABINETS ANDCOUNTER i.AYC1UTS`BY tR. • KITCHEN PLANS SHOWN ARE ScfEMATIC. 10 - SHELVING 1N PANTRY (HEIGHT ANO NUMBERS OF SHEL VES BY:CIWNEF!): 11- GAS RANGE OVEN' WITH HOOD /MAN /UGHT WITH 100 C 'M. VENTED OUTSIDE. WHERE COUNTER TOP RANGE'IS SPECIFIED;' USE DOWN :DRAET::EXHAUST FAN. 12.- Ua.../ ICBOAPPRtVFO:RO CLEARANCE :GAS ' INSTALLED PER:MANUF. AiR fOR C 3MBUS1ION. WEARTM" :. 1 '2" BEY: iO E.ACHStet* OPENIN0A6014te • 13.- 7110 ANDS O FIRE 8LKG BETWEEN:: Ui S. O LIMLT SHOWtt.4 0wTC?2;5 :G,pm. o WATER PROOF WALL TD W / IN 7t3" ABV: DRAIN INLET: O ALL GLAZING W /IN. 7'CI" ABN. DRAIN' TOSE SAWN GLASS. O VAPOR BARRER >SEHINO %W:B. a. APPLY WATER RESISTANCE BOARD UP:TO:70' ASV: DRAIN. o INSTALL 38" TOWEL BAR © 40" ABV F.F. 14: •PROVIDE 30 ".MIN: CLEARWIDTH AND 24 "•CLEARANC FRONTQF lulu. 1:0.- VINYL OR TILE FLOORING :AT KITCHEN AND BATH SE 16.- OPOR 'BETWEEN HOUSE Ai :CAfA i BE 20iM1.•RATE D;•ORy W/R" . SCUD CCI 11GHT.ff :.11G;WiTH`SELF'GL:13SiNG :. i "- FURNACE MBE .PLACED :1 r ASV. FL. C V 1 HC .UR.i i M W/12131 . LAYERS PLYVV0CID PiOTE T FROM IMPACT `PI R;IMC. WITH4" Ct,INCR ETt FILL BOLLARD. USE 6 ".0 FRESH AO INTAKE DWI/ DAMPER. • '18: ALL HE 4[JERS TO SE .Q:X :.; �t ...�1 RPOR WALLSU.N @ CRNP PWW • ALL HEADERS TO.BE 4" X . . .. t� •INTERIO WAU;S U.N . a rt if 1s- ALL EXTERIOR WALLS T J •81w g.x.:Sio 1s" O:C. WITH R..21 BAITS 1NSUL ALL INIERiOR WALLS T.0 8E' 2 X 4 1 1 ;8" 0 :C, 20- ALL ANGLES WALL TO BE 45 DEGREE U.N.O. . 21- PROVIDE CONTINOUS :INIANCN AIL AT .STAIRS. 1. 1//" Ft: VVALL AND 34" / 38" ABV TREAO:SOONG WITH 1 11/4" T0;2" MAX GRASPING. USE GUARDRAIL FOR *ALONG SURFACES 30" ABV: GRADE. LIGHTING CONTROLS FOR INTERIOR STAIRWAYS MUOT BE41i MUST TOP j 23. ALL STORAGE ANO SPACES UNDER STAiR TO BE FINIS .-W(TH 5/8 "' TYPE ...X • GWB. . . .AL:L FRAM .Ca NALS' R, PLUMBING". N ,1 r ALL: PLUIVIBING: AND. MECHANICAL, WORK SHALL COMPLY WITH STATE • AND LOCAL BUILOING 'CODES. PRb1 ••SAI;. "• FURNISH., ALL•,°.LAB 1F ;:'11ilATERIALS, .:EQUIPMENTS, •PIXTUF.IES "FOR . A. CC1iVIF IyETE:'Vilt I 1 ;:ANC ' 'COORDINA'TED.:INSTALLATIONS. • . 4 U 7(ViI STIO.: VVATE : PIPES Tq':B : A3 "IVI E38:8: TYPE:. UM C:ClP1 I R :1lVATEp.: VI'Y"t :. ANSI 1;6: .: V11Fi l6 i`T COP R; l ITTIN .::;JCJIIUEb. BY ASIA/I': U S`t`IC. HOT WATER SHAL• .BE :1NSULATECJ WI`I"t -i 1 1/ 'THICK JOHN : IVIANVIL L E 650 •A'P. MECI ANICAL AN•b PLUMBING RESPONSIBILITY TO.VISIT �MII:IARI M ELVES` WITH ::ALL EXISTING CONDITiONS SIR:: V1/Ot K• :ANO 'THAT Or ALL OTHER TRADES' Pica " D, . 6: - C'ptAi AND ;IF •REQUIRED. :).:.YO;..8 'SPECIFIED AND LOCATED,, PRIJVIbED. :BY PLUMBING CONTRACTOR. . t JM'L INC: GC NTF IACT'f R SHALL::P OVIi, E . AND INSTALL . BACKFLOW E [UIPED.'B.Y ::COOS.. • • NTpiAGToR: SHAL L C SIZE 00... $ERVI0 .p. TOILETS: OWE RHEAO. ... �. •. a:1.rf�a i .• FAUCE ' 'FAUCET it INE•TOTAL PFIOJ CT IREGUIREMENTS• • UIRED• • POlI,•.GAS' AND WATER. . COMPLY WITW:• WATER. CONSERVATION..R UIRENiNN'1"S, t6 GALLONS. .POW. .FLUSH: 25 • GALLONS:. FAR MINUTE:. S:E GALLONS . PER MINUTE • : 2:5 GALLON'S PEA MINUTE 4g 3 4 OPP X'.FGR ¢X6 it •CRETE . =• TROVvEL : FINISH: .SE Da NCRET'E PINISH ON-11LE RLBBER. . EANiSHED W000 WOOD SAND STAIN AND LAQUER:TO:IVIATCH'C ASING I SCOT - SEE INTERIOR OVATIONS OR N�... .. RAMIC TILE BULI»N( • } c .W 84 AT TI.JB. i SHOWER . WALL AL.LooveituNoAT.VVALOANITH SMOOTH:WALL :FIN( ;:C INSULT OWNER FOR' TYP r • ' • ORANGE PEEL - FINISH UNL:E OTHERWISE NC IED, • 1<NdCK OWN - TEkTifilEtU NI E SS itHERWSE ND- RE WALL PAPER-ABOVE 42" OAK PANEL WAINSgaliNG wrm.CAP MOLDING DING REVIEWED FOR CODE COMPLIANCE •APPROVED JAN 10 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWiLA . OCT 0 5 2012 • PERMIT CENTER • HEAD JAI' 1S SIDE. JAM 13 lw►M,Z PEPZ arigWre.-fiee: 5ileArki /G. /047z serglJCruea PAP ItclasiCeMi WRAP e/t wQ Pax .G `.1. V4 rioiv re/NI' Peg / L.avAri©1s1 ?LAvtil i irjW /H IWV ► Expose ry wa.4rfrieele . ebil4ArrtwG Peg arr v 0,g IcA4p4Z„.WtH,oW 40Z41, extrple7 •ro uvi ff /L.ray. "VAIL ro itrgArife ottaizt4. coguitaigi "IQ ivh•Wcw ?7 /H ernti 9 4LANT NA /L. ! V' AZA/ + .iii+ of` sit , . w:'N. ' tw/ $IRAP 014P. PAPat 0.tPi144 t'#4 P/ Le' /. sid `Arh/lad . tee` Pi.A14. ' NYk WINDOW $ &riaM .AG.� /rr� 1 der ; �: _ _ HEADE12 Ili .....w DR. 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EEL'T t4o/ raJe ,I A.e,2 /E,e oVEra OG7 /D1 i4► REVIEWED FOR CODE CO PL% CE APPROVED JAN 10 2013 City of Tukwila BUILDING DIVISION l5 M4SV,NRY -7-7E5 lfo "O.G. v9T/C4u.Y / ,i2it agrA LLy &L:. /M//'IArE v ?g7 ©�zra,e f /treeP L~E� l/ at ,kris Evtzyt' L31:2Ici< vE1 JEET2 /11 14/12 SPACE 7 //l0 OsS 2x6 SUDS C' /Cn "o.c. w /- roP - JBrr4. f . •/,;2 -21 EsA77 /NOCJL • CoVE/2 Wife! 014113 3/4 117-d c.r. Jl3FLac: GLUE f'I4/tEo c✓ER FL12 . J57: u1/ 2a2114 I7'4 J o. A YL7 R-30 13.477" o tArloN, Simpson Strong -Tie HTT22 sEcrto a 1 " w /(-On - 3ontlitNI.0LatiaiN @ cN STHDI4RJ STHD Corner (Rim Joist Installation) (Installation on 3.2x studs) 5TH014 OR 5TH014RJ W/ (38)16d SINKERS: T = 4430 # STHP10 OR STHPIORJ W/ (28)16d SINKERS: T = 2990 # 2x,8LKG oazT A7fACIdI'D 7V P&. F. f W 8d e 6 " 0.c.77ar N41L. I /2 "al PLYu/o. oVGI2 Z(62 5rui:)5 @ /ea" ©. G. AlrACNeb v//63c1.@ 4" O. C..»E5 12"4• G. @ pow. cE3VAI .t/ 3x3 /4' Kehtle. . r • • . „•� cows �rG. SEC 770N '4......• 9CA44 /K ; <' o„ • Pcr..V Nr LLArION CRA ,v/.. ePACE AREA T./E7 .. 5, ' V&IT /LAT oAt EQD _ /222 6,1N. For vaa .s.loux79- xX =_hr rPR.6EAe,E4 .4. 78 $.IN. v�Nrg: , ro: /222 /78 2 16 Val* 4t4 "7 *G. PLYWL7. z 4 cvB. q2 <PLZ.Jsr rfrz w R-1, ,51477 /NsuL. F137: coNc, • FOUNDATION NOTES FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS IN THE IRC- 206°J FOUNDATION WORK SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 4 ALL FOOTINGS TO BEAR ON UNDISTURBED GROUND, A MIN. OF 12" BELOW FINISHED GRADE . STEM WALL 6" ABOVE FINISHED GRADE. BACKFILL TO BE THOROUGHLY COMPACTED. FOUNDATION DESIGN VALUES :: SOIL BEARING 1500 PSF. FLUID PRESSURES : ACTIVE 50 PSF PASSIVE 200 PSF ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 LAP AT COLUMNS AND WALLS USE 32 DIAMETERS ALL OTHER 24 DIAMETER. SPLICES AT TENSION REGIONS SHALL NOT 13E PERMITTED. ALL CONCRETE SHALL BE REGULAR WEIGHT HARD ROCK TYPE ( 150# / CF.) AGGREGATES SHALL CONFORM TO ASTM C33 WITH PROVEN SHRINKAGE OF LESS THAN 0.05% CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 3000 PSI. REQUIRED BY TABLE R- 402.2.THE USE OF 2000 PSI. WITH 5 SACKS OF CONCRETE ( CERTIFIED BY PLANT ) CONSISTENTLY YIELDS 3000 PSI. MAXIMUM SLUMP SHALL NOT EXCEED 4" CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR 5 DAYS CEMENT SHALL CONFORM TO ASTM C150, TYPE 1, CSA NORMAL. ANCHOR BOLTS FOR ONE STORY : USE %2" x 10 ", A307 WITH 7" MIN. EMBEDMENT WITH 1/4" x 3" x 3" WASHER AT 6' - 0" O. C. WITH TWO BOLTS MIN. PER PIECE OF PLATE AND AT LEAST ONE BOLT WITHIN 12" FROM END OF PLATE. FOR TWO STORIES USE 5/8 "x 10" AT 4' - 0" 0. C. -M INIMUM CONCRETE COVERAGE FOR REINFORCING STEEL EXTERIOR WALL,NOT EXPOSED TO WEATHER 3/4" EXPOSED TO EARTH OR WEATHER 1 '' /2" CONCRETE CAST AGAINST GROUND 3" SLAB FINISHED FOR BUILDING ( STEEL TROWELED ) AND BROOM FINISHED ON PATIOS AND SIDEWALKS. . VAPOR BARRIER UNDER SLAB SHALL BE 6 MILL.' POLY MEMBRANE WITH 12" OVERLAPPED AT JOINTS. PROVIDE 14" x 8" FOUNDATION VENTS FOR CRAWL SPACE WITH 1/4" CORROSION RESISTANCE. VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. BLOCK OUT STEM WALLS FOR DOORS, HVAC, ETC. :AS REQUIRED .. 2x58-/7 @ llo ":.G 6,477 5/461 "7yPE 'X" liWE3. @ ALL Co1M ©N W,4GL5 _, . /V /Alc — a4R4GE -- 41C'J '.. L.463 % MIL VA ,e•AAJLAR PILL. '4.0 Om • • • p e 46• O• o 0'O •Q 0.., a• o b ' o C� =I r Ilr p:. cOvd • .5c7704&/ 23' P-©/' NEC 250.50. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of %" or larger reinforcement bar or #4 copper wire, located near the bottom of the building footing. (NOTE: 20 foot rebar shall be one continuous piece tied along side any vicinity footing rebar and shall protrude 8" min. above top of foundation wall ear location of power panel.) • b b RECEIVED CITY OF TUKWILA DEC 0.6 2012 NTER IDENTIFY LOT LINES Lot lines shall be established on site and made visible to verify distance of building set backs the from lot lines, at time of footing /foundation inspection, prior to pouring concrete. A survey may be required to verify lot lines 0 `. .; Provide Minimum l" • end distance .1 Equal number of opeolfled nails In cock erd • F• ;,••• • .561!-011 lept- " 50! 01 OWL. . Caf3WWIZEOCl 1 Lco" PRovit,e4D " c6ow e /Recpo. Pr2ovt4va.p. . . . 41d .0 52.1o" . 2.4,!.o" CS BW1, //GOP. 451-o" PRoO Der) ••-•••••••.... ore/944) REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 0 2013 City of Tukwila BUILDING DIVISION 1 11 18'.04c..50wp/g6-4;za /V-o"Peoo t,gy. iW'�w. G� WP/iQp z3./.0" pgovt oQ, IC-o" ap 41-0"GeltzE4t). 7Le egov t"oz? 1;-Aca oF WALL. Af3t1 CS DEILIE31.1e.G. ib ReeEivE -W9 P. FRGH WALL:. /lay , ROOF FRAIVIING NOTES 1. SHADED AREAS DENOTE DUMMY FRAMING OVER ROOF FRAMING BELOW.' 2. el DENOTES SOLID BEARING UNDER CONCENTRATED LOAD 3. SEE FLOOR PLANS FOR BEAMS / HORS. 4. ALL RAFTERS TO BE 2 x 8 H.F. # 2 © 24" 0.0, 5. ALL TRUSSES TO BE 24 " 0.C. ( TYP. ) U.N.O. 6. PROVIDE ROOF VENTS PER SECT. R806 IRC. 7. ROOF PITCH TO BE TYP. U.N.O. piptAhl, 8. 18" OVERHANGS TYP, © EAVES 12". OVERHANGS TYP. © RAKES 9. APPROVED ANCHORS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TRUSS ( PER TRUSS MANFT. ) WHERE APPLICABLE. PROVIDE SIMPSON H-1 FRAMING ANCHORS AT EVERY RAHLR / TRUSS AT EACH END AND AT GABLE END TRUSSES. 10. VENTED BLCK'G. OVER SUPPORTS 11. CHIMNEY HEIGHT TO BE 2 - 0" MIN, ABOVE ANY PORTION OF BUILDING WITHIN 10'- 0" PER IRC SECTION R1001.6 12. BRACING, ( STICK FRAMED AREAS ONLY ) ( 2 ) 2x 4 UP TO 10' -0" LONG ( 2 ) 2x 6 10" 0" TO 14' LONG ( 3 ) 2x 6 OVER 14' LONG. 13. PLATE HEIGHTS, MAIN FLR. . UPPE12. PaZ N-d' 14. TRUSSES : o CARRY MFTR. STAMP. o DO NOT ALTER WITHOUT BLDG. DEPARTMENT APPROVAL 22.47" 6wc.. • INSTALL / BRACE PER MFTR. SPEC 4/..,011,ee /R8,5,D.• NON - BEARING WALLS SHALL BE HELD DOWN F/ THE TRUSS BTM. 0.2!-61F;',4a=v4e)0.0. CHORDS WITH AND APPROVED FASTENER ( SUCH AS STC. SIMPSON ) . . KIT C4,- e ' 0,531.• `1671 I I) Vr 014 15. CONTRACTOR TO VERIFY LOCATION • OF ALL ROOPYA" " SUPPORT BRACING / POSTING AND PROVIDE ...- ADEQUATE BEARING TO FOUNDATION/ 16, NAIL ROOF SHEATHING W/ 8d. COMMON 6" O.C. AT PANEL EDGES AND AT WALL .PLATES BLCK'G. AND 12" 0.C. FIELD PER IRC. R602,3.1 NOTES: TRUSS ENGINEERING, PER IRC. 802.10.1 TRUSS ENGINEER OF RECORDS SHALL REVIEW, APPROVE AND NOTE ON THE DOCUMENTS THAT THEY HAVE FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING, DOCUMENTS APPROVED BY THE ENGINEER SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO FRAMING INSPECTION. TRUSS ENGINEERING SHALL INCLUDE SPECIFIC TRUSS BRACING REQUIREMENTS. An- 7C veNril.,47"10/1/ ARE.A - 49940 t0.47. Pr vantra...AnoN' zeat". Pa> •ii.0,,) f44 - 1X2 0 l Ali4 8244‘Ava Q ...97 Sv./M 1)/ .P. eeep to n AzItz4e vegar re.5 SZIN. P/L. P. '/2 it it 40 R.:Pop aAcgs vaHro g 4 A 1m 525 .. a./21',(164 a AOL-a* vaHre icr sv. ti EA. eon veAt.r. F:),Q0t/IDED. /.5 52 /a. q zcco icabh. etagt4 Let eiWL. . 1st7"ca akkiPME<w. /61..0" 451,sli. ,a1,."C.5e0WP. I I'-O" I'de,V11:25:13, =31111111 4601,4IP 4 4 1'-' i ' - I/ /‚s-0 s'-o" .4k C oCkere,E a)X:I2DFI. 0-2 x 12 om.#1. Gx 10 DP#1 eog to 11 c:;? /0 /I 401 on Wt L.:UPPER PL. PRA' ftiv1C58T1=?ILITs=1$4 Irripsoh Strom-00.11e -0516 x •i ›e. H.R#e 11 • 145r4e, cipsw 1.16T4i3 --67":t12(.euosr::.7-E:4..e4."04. z6.1.aQ attai,ig 1751. HoNo:aated..E eA/0. L 1/6 „ is7r).reZLIOS @:•24"0.C. 176,1-6" 1*-6," apeOagrAc./04, r14,r-o" 677:). 77R053 4"c C. 6No, et F C RP r CITNMVILA 11 (rrizi). 1-/gAt,giZ tSCkar)IfLog (al\,!a e.le 4, )cle:)'' 1-11::)R c 0,X7: WAL.t.. - Rt-/I:,: P2, 4 )( a ii ti a - ar:',Pal fliZ e..1g 4. x 1E it livr 1g -. Ogis/C) PLR. ' 4 x Co 11 1' it - ciPP42,124.e. togragroomw F FRAMING Qi. 4 . OCT 0) 5 2012 0/./t, PERMIT CENTER -ras i 40" oro. rgtio 411(9.c. 1004:)" efor40 rgP fdego.c. Wine?"-A--teaargagg 77zo9 . . . . . . •0111111111111111111111111111 j- c54921W2,2 ,Yey,biCL c99' 1 I > 0 <> 0. ' ARCHI1ECTURAL DESIGN & 1 i : • .re. 1ei1,1.1er..ri.nrwo,1__1rrmrt1,,rli,r,.e.1,:i1.c11i. .) er . , P - PLANNING PHONE: LANN ING PHONE : 253 - 653 - 6815 _ PROJECT 44 N - . ... . . . . FRAMING NOTES FRAMING CONTRACTORS SHALL WORK IN CONFORMANCE TO ALL • WISHA / OSHA RULES . POSITIVELY NO WORK MAY BE SUBCONTRACTED TO OUTSIDE FRAMING CREWS WITHOUT WRITTEN PERMISSION FROM : , EACH JOB TO LEFT IN A BROOM SWEPT CONDITION AT THE END OF EACH DAY. SAFETY HANORAILS , WHERE. REQUIRED , MUST BE INSTALLED ' AND MAINTAINED AT ALL TIME. FRAMING) CONTRACTOR'S WRITTEN' COMPANY SAFETY PROGRAM MUST BE SUBMITTED PRIOR TO COMMENCING WORK. SUBCONTRACTOR SHALL WORK WITH SUPERINTENDENT TO CORRECT AND COMPLETE LUMBER PACKAGE. 24 HR. .MUST BE GIVEN TQ THE JOB SUPERINTENDENT TO REPLACE MISSING MATERIAL OR TO ADD • MATERIAL TO THE .LUMBER LIST . EXCESS . MATERIAL THAT CAN NOT BE USE FOR BLOCKING, SHIMMING, ETC. AND OTHER DEBRIS . AS MAY BE CREATED BY THE WORK, SHALL BE PLACED IN DESIGNATED AREAS. DOUGLAS AR AND HEM FIR GRADED IN ACCORDANCE WITH WEST COAST LUMBER RULE #18 4x, 6x, BEAMS AND POSTS : OF #1, Fv = 95 PSI, Fb = 1200 PSI E. = 1,700;000 JOISTS: HEM-FIR #2, Fv. = 75 Fb = 1075 PSI. E. =1, 300,000 HEADERS : DF # 1 STUDS : HEM -FIR STUD GRADE OR BETTER. Fv. = 75 Fb. = 750 E. -» 1,200,000 MANUFACTURED LUMBER; PSL., LVL, AND LSL, SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL RESERVED BOARD. LUMBER SHALL BE • MANUFACTURED IN ACCORDANCE WITH IC80. MEMBERS SHALL HAVE THE FALLOWING MiN. PROPERTIES.: PSL ( 2.0E ) Fv. =290 psi. LVL (1.9E) ' Fv. =285 psi LSL (1.7E ) Fv. =400 psi • Fb. = 2900 psi. . Fb. = 2600 psi. Fb. = 2600 psi E. = 2,000,000 E. = 1,900,000 E. = 1,700,000 . PLYWOOD SHEATHING SHALL BE GRADE' CD, EXTERIOR OR STRUCTURAL II, GLUE IN CONFORMANCE WITH 'DOC. PS. 1 ORIENTED STRANDED BOARD ( OSB ) OF EQUIVALENT THICKNESS EXPOSURE RATING AND PANEL INDEX, MAY BE USE IN •LIU OF PLYWOOD. WA. iw FRAMING .. . WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND Ali DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH 2- 16d NAILS AND TOE • NAIL OR END NAIL EACH STUB 10 BOTTOM PLATE WITH 2 -16d NAILS. ; FACE NAIL DOUBLE TOP PLATE WITH 16d 0 12" 0.C. AND LAP A MIN. 4' AT JOINTS AND PROVIDE 16d ® 4" 0,C. NAIL BOTTOM' PLATE FROM STUD WALL ABOVE TO WOOD FRAMING BELOW WITH 16d ® 12" 0,C. BUILT -UP POST SHALL BE NAILED TO EACH OTHER WITH 16d © 12" 0.C. STAGGER INSTALL' SHIMMING WHERE NECESSARY TO LEVEL THE SILL PLATE OR PONY WALL TO . A 1/4 ". WHEN INSTALLING THE SILL, MAKE SURE BUILDING IS SQUARE TO A 1/4" =/- EXTERIOR BEARING WALLS 2 x 8 x 0 16" 0,C. INTERIOR BEARING WALLS 2 x 4 x ; . 0 16" 0.C. INSTALL FIRE BLOCKING A BATHTUB INSTALL 2 x 4 VERTICAL AT EACH END OF TUB FOR BACKING.. INSTALL BLOCKING .0 48" FROM FLOOR FOR TOWEL BAR INSTALL BLOCKING 0 7' HORIZONTAL FOR KITCHEN CABINETS *ANY CRIPPLE WALL LESS THAN 14" SHALL BE SOLID. STAIRS : MINIMUM WIDTH . . , . 36" MAXIMUM RISE. 7 3 /a" MINIMUM RUN 10" MINIMUM HEAD ROOM . S' 8" HANDRAIL ABOVE TREAD NOSING 34" - 38" HANDRAIL GRASPING DIMENSION . - .1 1" MIN. to 2" MAX. HANDRAIL;. -HEIGHT REQUIRED .. . . r ........ , . 36" MIN. HANDRAIL FROM WALL 1 IA" 4" MAX. CLEAR SPACE BETWEEN INTERMEDIATE RAILS FOR WINDING STAIRS PROVIDE A MIN. 1 0" TREAD AT 12" FROM THE NARROWEST POINT AND A MiN. B" TREAD AT THE NARROWEST POINT GUARDRAIL, REQUIRED FOR WALKING SURFACES 30" ABOVE ADJACENT • GRADE FLOOR FRAMING . • • ROOF SHEATHING SHALL BE Ye" WiTH SPAN RATING 32 / 16 FLOOR SHEATHING SHALL BE 3/4" WITH SPAN RATING 48 / 24 WALL • SHEATHING -SHALL.' BE "� /e" WITH SPAN RATING 24 / 0 NAILS - PLYWOOD ( APA RATING SHEATHING )FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE TREATED, WiTH 1/4" AIRSPACE MIN. AT TOP, SIDES AND. ENDS. ALL DECKS EXPOSED TO WEATHER MUST BE PRESERVATIVE TREATED. FASTENERS FOR PRESSURE . TREATED AND FIRE RETARDANT TREATED WOOD SHALL BE OF HOT-DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. • • FIELD CUT END, NOTCHES AND DRILLED HOLES OF PRESSURE TREATED WOOD SHALL BE RETREATED iN THE FIELD IN ACCORDANCE WITH AWPA M4 SHEAR WALL BOTTOM • PLATE NAILING AND , ALL NAILING AT PRESSURE TREATED PLATE SHALL BE HOT - DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL PER iRC 319.3. MAXIMUM MOISTURE CONTENT NOT TO EXCEED 1 B% PROVIDE WASHERS AND NUTS FOR ALL BOLTS BOLTS HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS 1/16 ". ALL SILL PL. BOLTED TO FOUND. WITH ..� 0 00 AND 3" x 3" x 1/4 "WASHER INDIVIDUAL MEMBERS OR BUILT -UP BEAMS SHALL SE ATTACHED WITH 1 Bd NAILS 0 16" O.C. , STAGGERED PROVIDE CONTINUOUS SOLID BLOCKING AT MID HEIGHT OF . ALL STUDS WALL OVER 8' HT. ALL POST OVER 4' NEED BRACING PER IRC. NAILING SHALL CONFORM TO TABLE R 6022(1) ALL EXTERIOR AND INTERIOR WALLS SHALL BE EFFECTIVELY BRACED. FIRE STOPPING AND DRAB` STOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENING. . GWE-LAM : DOUGLAS FI) -LARCH COMBINATION GRADE 24F / V4, DF / DF, W/. Fb= 2400 PSI. BEAMS TO LAID UP IN AN APPROVED WATER RESISTANCE GLUE, GWELAM -BM. SHALL BE OBTAINED FROM AN APPROVED FABRICATOR MUR, FLAMING . ONLY GALVANIZED NAILS OR SCREW ALLOW IN FLOOR SYSTEM. FLOOR SHEATHING WITH 3/4" x 4' x 8' T & G. PLYWOOD ( INDEX 32/16 ) INSTALLED WITH THE FACE GRAIN TO THE JOIST ANQ THE • JOINTS TO BE STAGGERED. SUPPORT .AREAS WHERE CUTS OUT HAS BEEN MADE. FLOOR JOIST TO TOP PLATE WITH 3 - 16d TOENAIL DOUBLE JOIST UNDER ALL PARALLEL BEARING WALLS PROVIDE SUPPORT BELOW, , FOR WOOD COLUMN THROUGH FLOORS WITH SOLID BLOCKING PROVIDE SOLID BLOCKING C FLOOR JOIST OVER BEARING WALLS. HOLES BORED IN JOISTS SHALL NOT EXCEED 2" FROM TOP, OR BOTTOM. HATCH ON JOISTS SHALL NOT EXCEED ONE FOURTH OF JOIST DEPTH. . JOIST SHALL HAVE A BEARING OF 1 Ye' MIN, ON WOOD OR METAL AND 3" ON MASONRY • . JOISTS FROM OPPOSITE SIDES SHALL BE LAPPED 3" MIN., AND NAILS WITH 3 w 16d NAILS NAIL ALL 'MULTI - -JOIST BEAMS TOGETHER WITH 1 6d 0 12" 0, C. , STAGGERED. ALL .2 x JOIST .SHALL BE CONNECTED TO FLUSH BEAMS WITH "WS" SERIES JOIST HANGERS. ALL TJI JOISTS SHALL BE CONNECTEED, TO FLUSH BEAMS WiTH " ITT " SERIES JOIST HANGERS. ALL DOUBLE JOISTS SHALL BE CONNECTED TO FLUSH BEAMS " MIT " SERIES JOIST HANGERS. FLOOR SHEATHING NAILING PER IRC. 602.3 ( 1 1 TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS• • • NUMBER AND TYPE OF DESCRIPTION OF 'BUILDING ELEMENTS • FASTENER a, b, c . SPACING OF FASTENERS Joist to sill or • irder toe nail :T ,, IN x • su • floor atr less to each joist, face 'nail • • 2.8d• 2'/z" x 0.113" 2 Ste ►les 13/. Wood structural panels, subfloor, roof and wail sheathing to framing, and particleboard wall sheathing to framing .. • 2" subfloor to oist or e'rder,'blind and face nail • ' •2 -16d 3W x 0,135" 6d common (2" x 0.113 ") nall (subfloor,wall) 8d common S2%" 0.131 ") nail (roof)f . ' Sole .lat• t• oast or blockin ! face nail ' . .. • 16d 3W x 0.135" • • 16" o.c. .1111111=1111111111111 To.* or sole ►late.to Stud, end nail . . • - 2 -16d 3W x..0.135" • Stud to sole plate, toe nail • 3-8d (2W x 0.113 ") or 2 -16d (3' /x" 0:135" 8d common nail (2'/2 x 0.131 ") 10d common (3" x 0.148 ") nail or . 8d (2W x 0.131 ") deformed nail 'Double studs, face nail ' . . • 10d. 3" x 1.128" ' 24 "'o.c: Double to ► ► Cates, face nail ! • !aY 11 IMIMM . 3 -16d 3W x 0.135" . • 8-16d (3W x'O.13&r") • •' 3.8d (2W x 0.113' . . 24" o.c: . 18" o.c. IIIIMMIIII ��"'"'�l 6" o.c. Sole • lateto• oast or btockin, atbraced wall • anels Double top.plates, minimum 24 -inch offset.of end.. Dints face nail in la • ' = • area Blockingg between joists or rafters to top plate, toe nail • • Rim oast ; to ► , late • toe nail To " • lates la. s at comers and intersections face nail t !lam 2 -10d 3" x 0.128" -- • Built -u . header two 'laces with •% s ► acer . 16d 3%" x 0.135 • . • . • 6" ► ..: t • . = t =T. a Continued header. t w o ►ieoes 16d • • , • ► 6" o.. = I i . '4.. ► . j. Ceiling joists to plate, toe nail 3-8d (2W x 0.113 ") 13/4" galvanized toofing nail 8d common (2W x 0.131") nail; staple 16 ga.,13/" Ion Continuou= header to stud toe nail 4-8d 2'W" x 0.113" -10d • 3" x 0.125" .. • . .. IIIIIII • lin ! 01: la .: over ► editions face nail ,.: Ce ling joist to parallel rafters, face nail 3-10d (3" x ' .128 ").: • • • • Rafter to ► late ' toe nail 2-16d 3W .x 0.138" . ' • • 1" brace to • = stud and plate,'face nail . ' 2-8d (2W x 0.11 ") 2 sta ► les,13/+" 4 . •1" x " sheet*. to = . ch bearin . 'face all 2-8d 2W" x 0. 13" ' 2 sta . les 1'/" • =IN 1.* X 8" sheaths . to each bearin. , face'nail . ' 2 -Sd 2% x 0.113" • 3 sta ► les 1 %" Wider than 1" x 8" sheathin , beach bearin ► • :ce e nail' 3-8d , 2%" x 0.113" 4 stales 1 4" 8ulit.up c omer'stods _ . ' • .. • 10d (3" x 0.128 ") . • 24 "o c. • Built -up girders and beams, 2 -inch lumber layers ' 10d (3" x 0.128 ") • • . • Nail each layer as follows: 32" o.c. at top and bottom and staggered. Two nails at end and at each s ► lice. • 2" planks . • . . • • . At each bearin. Roof rafters to ridge, valley or hip rafters: toe''rtail • ' ' . . . • face nail ' .. . . 4.16d• (3W x 0.135 "k • • . 3 -16d 3W x 0.135" , • • 7/8 " -1" Rafter ties to . t re face nail . ' • . . 3-8d 2W x 0.113" ... 6 Collar 0 to itifter,, fate nail, or.1 %°. 20 gage ridge stra ► '. • ... .. • • 3.10d (3" x 0.128 ") . . ' . DESCRIPTION OF BUILDING MATERIALS DESCRIPTION OF FASTENERb, c, e SPACING OF FASTENERS Edges inches i Intermediate supports c e inches Wood structural panels, subfloor, roof and wail sheathing to framing, and particleboard wall sheathing to framing .. - 5/16"-% • 6d common (2" x 0.113 ") nall (subfloor,wall) 8d common S2%" 0.131 ") nail (roof)f . 6' . 12 g 19/32" -1" 8d common nail (2'/2 x 0.131 ") 10d common (3" x 0.148 ") nail or . 8d (2W x 0.131 ") deformed nail • 6 6 ' 12 g 12 11/8 " -1% . . . - Other wall sheathin • h %2" structural cellulosic fiberboard sheathin 1W galvanized roofing nail 8d common 21/2" x 0.131" nail' sta • le 16 ! a„ • 3 6 25/32" structural cellulosic fiberboard sheathing 13/4" galvanized toofing nail 8d common (2W x 0.131") nail; staple 16 ga.,13/" Ion 3 6 • %" gypsum sheathingd . 11/2" galvanized roofing nail; 6d common (2" x 0.131 ") nail; staple . galvanized 11/4" Ion . ; 1W screws, T► e W or S 4 8 • • 5/8" gypsum sheathing d 13/4" galvanized roofing nail; . ' 8d common (2W x 0.131 ") nail; staple galvanized 15/8" ion!; 15/8" screws T . e W or 'S 4 . . 8 ' Wood structural • aneis combination subfloor underla ment to framin a 3/4" and Tess 6d deformed (2" x 0.120 ") nail or ' 8d common (2%" x 0.131 1 nail 6 12 7/8 " -1" 8d common (2W x 0.131") nail or 8d deformed (21/2" x . 0.120 ") nail . 6 12 11/8"-11/4" 10d common (3" x 0.148 ") nail or 8d deformed 2'/ x 0.,120" naii 6 12 . trorSI :. 1 Inch s 25,9 rnm,1 foot = 304.8 mm,1 mile per hour ='0.441 m/s;1 ksi.= 6.895.MPa. • ' .a, . Ali nails are. smooth- common, box or deformed shanks except where ;otherwise stated..Naits used for framing and • • . sheathing.coniiections Shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0.192inc'h (20d common nail),, 90 ksi for shank diameters. larger.than •0.142 Inch. but not larger than 0.177. inch; and 100 ksi for shank • • diameters of 0.142 :rich or less. .. • b.. Staples are 16 gage wwre'and have a minimum 7/16 -inch on diameter crown width . c. Nails shall be spaced at not more than 6 Inches on ,center at all supports where spans are 48 inches or greater. , • d. Four-foot-by-8-foot or 4- foot- by- 9-faot parcels shail.be applied vertically. e. Spacing of fasteners; not Included in this tabte.shaii be based on Table R602.3(2). f.For regions having basic wind speed of 110 mph or greater, 8d deformed (21/22 ' 0.120) nails shall be used for attaching plywood and wood structural panel roof Sheathing to framing within minimum 48 -inch distance from gable end walls, if mean roof height is more than 25 feet, up to 35 feet maximum. 9. For regions having basic wind speed of 100 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center. When basic wind speed is greater than 100 mph, nails fear attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum 48 -Inch distance from ridges, eaves and gable end walls; and 4 inches on center to gable end wail framing. • h. Gypsum sheathing shall conform to ASTM C 79 and shall be'installed in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C 208. . • • I. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at all floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking. Blocking' of roof or boor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be supported by framing members or solid btoddng. 111pplltf ASA if Iii ,,..., J1 MI 110 4 • REVIEWED FOR CODE COMPLIANCE APPROVED JAN 10 2013 City of Tukwila BUILDING DIVISION t. r ••I • 4* .,• SECTION t! 7/16" APA. RATED SHEATHING ( 24-16) (1,4" CCX EAVE) W/ 8d. 0 6" O. C. EDGE AND 12" O. C. 0 FIELD, ATTACHED TO PRE - MANUFT. TRUSSES 0 24" 0.C. 3 -• 8d. 0 EA. TRUSS. 8d. 0 6" 0. C. ® VENTED BLOCKING FASCIA WiTH 2 - Bd 0 EA TRUSS H-1 SIMPSON AEA. TRUSS CONNECTION 7/ 16" APA RATED SHEATHING (20 - 0) W/ 6d. 0 6" 0,C. 0 EDGES 12" O.C. FIELD. 3 4. 16" 0 16" C).C, • LOCATE SHEATHING MEMBER JOINT AT COMMON MEMBER RiM JOIST ATTACHED TO TOP PLATE W/ 8d. tip 6" 0.C. TOE NAIL 3/4'► APA RATED SHEATHING ( 48 - 24 ) GLUE AND NAILED W/ 1 Ud 0 6'► 0.0, EDGES AND 12" O.C. FIELD OVER FLR. JST. `""-```"-•• 3. 16d. 016" O.C. RiM JOIST ATTACHED TO TOP PLATE W/ Bd. 0 6" 0.C. TIE NAIL 7/16" APA RATED SHEATHING (20 - 0 ) W/ 6d M 4" O.C. EMS 12" 0.C. FIELD manp,1 A.B. tg 60" 0 C. F/ ONE STORY 5/8" 0 A.B. 0 48" 0.0. F/ TWO STORIES ALL WITH 7" EMBEDMENT AND TOGETHER WITH 3" x 3" x 1/4" WASHER RECEIVED CITY OF TUKWILA OCT 0 5 2012 PERMIT CENTER 1114 "fih X51 aNp Loh. alz 2x. IZ 1M ZOO . Rrrlro7,.r1. (I 'IC . @FLAaae Top $ " j"J` i. @E4.$JJa 'ogeAiz WALL, P4Af[.:S 0 eo"a•C . ExrW4i L. cs - we P, /6c1 ro arm l .. /od N a Deg a•G. SWEAR PLn: e alz1C/4. 16c/ ? E4. 4Y snip .WALL (9)j P /BA/ 111''1001 61PANO _tic > t.CK►. IG • r.Ge'ts/A /L to d. e' ea c •. * *em• e . tod:..6" 0.c. • .•• • • 514.T PLR. I►+ d.@ 04.: g6+4U rziN &A..r©rbP:Pi ... 1 1 lleigg-izsikA140 otcK . Pry .�L.o. 7 WOOD 4C/4 rJ /w Zx e1 :ii € .aL c. c. J /e eax eA. PLANC aer WALL (C,S-W5p). , • • • • ��• • Wf�s1P .f�f;r�„! / %1•AtsL 's4 2.K lad rye NAlL9CP 1t u ©L, *ad .reg NAIL •Leo . 7C1/- PLR. Jar. woo • SECTION LOCATE:. .. .,ter: eilsNeAlit t / aa.. 8d..:0. a:" ac SACK/ i1/41C4 ExrN.GDNA7'N 411� A8\' TOP F�L.A7' AND NAIL �hSI Pvie wei r1-/, FAPZA t..L.eL,..J,01 1NTEIZIo aWL ..C. To J0157"' Nor IN L /■M kllri4 otsle AP. i. Jo/o7t' _I, E3V11... ': 4dJ d .Ir?/M SPLIGa. eviALL, Wftt . 7'aP :PLATS ra LOWER PtAr= It- /401 e NAii..S (2, goims Cot 6.) . LOWER PLArr ra ram � +°�V5rao6. M. 2- de NA,L7 @ EA. +' ± 7I 0-. 3' O MAN. 7b NEXT LAP act e axr 8WP Zed) el:/r7 L...Gx'`C1.� WALL. argAP isieviaaci #aF14411. P/ N . PANEL. Errs �% ISt4/L./1wG caj'6 .414. • HoL PAN111I OTZ100. PRO407: 0 WSP _.1NT: BALL. /4(1.0 le o c... W--- `-" aNW4arF/ti. eiczAt . rxM G.CK` . e48" , () s d. tivrb 04.13 134.0c4. O 44 PLAN • sreios c /&"0.c. HA/k6 z 144at4vFAGr• dR 2x P142, Jsr. .. rtx44. SEAi-4 Pga. IN rjl©, 2)( 11 ro OH. srRAP Peg PLAN ! .w /'a. .c2F AI41 wOr0P' A _ate1 • vtj LOAID WRAP AlotWz7 01-AM ffr ire E 17. , vANcc P2zAt4/tsla t / e 7� avwcr• (g- .' � A reafso Ng-40,) COPIP0.SIrlast r. Oreklo 1 "CvgeroffeR, gel ,a• e*momfsa LNotatL.A' t -t6N7" VFW' ALL Pelgtfr-farz ?"gi1H1 4:EO •A' c. lo czAset, 04INCw v4117-1 Rev?' 0friaAri.PG. TAIL .. 'tPPA?" % Ock064.0 . I :ce /:c of x .riot,. /.. =3 /4 4p! I 07,27: /N77rzszor! oN L3a7LvE:ai1/4/ /Nr0R, gXre/z. evil,: amp PSR PLAN .wloa Off NA/1.5 Iffiery 4,$ 44V AND Bees/ -r ,oAr. Ea) erizAP A lNLCa 1SE41-1 /P• NENVeiv, SEC T /OAI SCALE en 14rL.5772AP P /PL.AJt1 -- M w /WOAPP v 4RcrHD • • 031.414,4i /0441016r _ . W/ .# 'c:'P H4/L. IN '1Jt�s Ai:WOW ZOI.G w. /,, SECTION ecuiamg /r e , /•...0 • 6/c tip! / -@ 4:.l (0) ad.@ eA. iod, €)41'6c.7 /iEArmmNG Ar ACJ-1EO 7oLE 77V15 J Nil ,1, . act @4" d.c. GO•WsP )6LetetZ Nit, AND r2x f-Ae . /4 Atotgrg •� 714, 090 64/RAN& e( "o. G. .+ - /(4* + Ca "C ►G . Icad .r AtAl .. @ ead . ret41 Ica rep Pt!4T'6 A34 Peal 844- C .b L...raPi.� isLCg ..PI. ligt10 BAY 7 oPILY! WO • 43Ac/ 'Eg VP eve gx otzgt. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 10 2013 Tukw BUILDING DIVISila ION • Ecr/ai4 OC4LAE /tat , // RIoi, ,148.414 r54& 66/0 •Aga , ovill 6 , �.�Trv�t� .. . f oi"Ci Ax.) LacM44 EN- lo' to J�/I© PAM WVNMN 'wog .Z4 "1-. -_ RECEIVED CITY OF TUKWILA OCT 05 2012• PERMIT CENTER SECT /OA/ i -simp8oN 4) OA rgo els ro, MP 0) 636, rReJ5ro PL47 _ ‘1 -Nom* Atoigt,/ Is" row. HAL J u riRzi, AZ-56 Nee.; tAriot-f AN uoe. i" 7. - *yr /re c. cot.ipos/r/oiti pacopm/4' foV4w. /s1# ovaitz lieAPA RArtro OA/OATH/Ala (e4 440).(04cax e awe) wfi• e 6" 0.c.aadeS AM, irate. PE4O CA10,42 Poo -A-Por:recitige4 & 02411 0.c. 1040,191.00,Alki IA/04/4A77a4.1 wido emprzave Aisv. IN8OI. friAlAir4k.1 usla 04/"Z OPAGS" _ ; • w !pi a peg e4,0VAraml oVE/Z Vea Ai "Ara) teoci.e c scepea 12:" (:). a Pow t54Z pale HeAg.w44.1..) Zikeo sruc• areAppg, -e rzec.cipitegocie.e.> 107 vs, z- 2'40 MP 0.Z. (ZAP act, eo itgate Ainist) 7 padt: C6Vede. v/ awe), 5 -16d. MI L40 Moe ep..Cre,P4.i7 t) om de.'/Br tazAra Jw•Ir-ommot.1 riamorag tom Jobe tgete 6" O.C. 7-0e 44a. •FLAegia4 • • 4. 6/4"c0,42M5AS/wiNoold MIN I■lAlt..* a le 0.c. Pt .70 Jolkor c. le. re) ""TY,filAL:PLOOA • 9/40 cbx, APA MA7716.. eilgorg .14) (04416-NA/4)Wliod e 6.11e-Z. .4; C leose).,peasi.4:) • „ovag Pr4g.. J075 fogrwl) PDX, . tk? .g.,;00 ovem uNi-leAree? AlzerA . M.V113. AEA. . N De:AA/5 P PLAN. wow 01W4 Mi.41 toi.z cola. itiaAle, to wakico acezegA.s. wivtv,slx ate pz wAagaie //2 A.,4 ..PSZ PleC OP AWO"ArlaAw* .t4.03 aifevatosa.em, #446 cotvz CoNE Qie),P Also cdE 11416 eive,CR 1kk MOLLY !Mat:). csPridaiskke. 4!4sevO. eci4Nec.rep APPRav •.4o4 10144-, t.<4//,14,0 "WV &oral": • PA7116 $ Foe. d6r.01:a 1.0 Peg FLAN . . . : prF- 44,'EvX7Z12/Oie 140;47'141C rriAvVets,00 isuieps4c.e0 4U P/A irfri872 Me:ifterr/VS' .4e0NzizteX, 4 L, .0k1461. PL.A6140.0 • 114Aga 71-lam w,Arge.plizeoete.. Axr.az ...10/N7 eo opeNtevco aa s • .10.g11w . AAtp,, .17444..00e,e044441:je•-: 40,146o.'.4gweAr/VOifeergir To 4ii1:41r4g4.4440 .:; critrtH) REVIEWED FOR CODE COMPLIANCE APPROVED JAN i o 2013 City of Tukwila BUILDING DIVISION 1 1/2" HANDRAIL • / 1 1/2" CLEAR FROM WALL SPACING BETWEEN INTERMEDIATE GUARDRAIL MEMBERS TO BE 4" O.C. ( MAX) TREAD TO BE GLUE AND SCREVVED FIRE BLOCKING © MID - SPAN Thd. © 4" O.C. 2 x 4 THRUST BLOCK ( 3 ) Bd. TOE NAIL STRIGERS •TO THRUST BLOCK ••• NOTE: A notch not exceeding 1/3 the depth of the member is permitted in the top of a rafter or ceiling joist not further from the face of the support than the depth of the member. The tension side of members 4" or greater in thickness must not be notched except et.the ends of the members. Notches allowed wit span at.eac en Notch at end .04.14144•104.4.4%440044444e1404.....1400.4W " Bo ed hot :s allowed th n met o span u notches not permitted D14 max. Bored h• • ed It 1 s an a eac en• •1 no closer than 2" to any other notch or hole m n. /3 max. Floor or Ceiling Joist D/3 MaX. D/3 max. /6 max. 25% 40% Ceiling rafters, '2" min. f„. 8 • 1 Sttgl •Wag, • . In exterior wells and bearing walls, any wood stud may be cut or notched to a • depth not exceeding 26% of its width. 6/8" min. •• In non-bearing partitions supporting no loads other than the weight of the partition, cutting or notching is allowed to a depth not greater than 40% of the width of the stud. A hole not greater than 40% of the width `. may be bored into any stud; and no hole is located in the same section as a cut or notch. D/3 = 1/3 the depth of the joist • D/4 = 1/4 the depth of the Joist 6/6 = 110 the depth of•the joist . • Holes up to 60% of the width may be bored in nonwbearing partitions or in any wail where each bored stud is doubled, provided not More than two such • successive studs are bored. In no case may the edge of the bored hole , be nearer than 6/8" to the edge of the stud.. Bored Wes may not be located in the same section of stud as a cut or notch. scrioiv .A-A, //4 "A " RECEIVED CITY OF TUKWILA OCT 0 5 2012 PERMIT CEN TER •■ . ; footnote 3-� Vaulted ceiling requfrement applfcob/e fo singte Joist or ral%r ceiling Cavi4 no trusses. • *. Ail Slab-on-Grade floors shall have :R-10• perimeter insulation. . * Alt Slab -on -Grade floors with radiant heat shall have R -10 insulation under entire slab. Slab.perimeter'insulation and below•grade'wall exterior insulation, shall be water•reaistant, manufactured •for intended use,' and installed per manufacturer's specifications: . * Slab insulation installed on interior side of foundation shall be .installed with a thermal break between the slab and. wall. Slab. insulation installed. on' exterior side of foundation shall extend downward flora. top of slab a distance of Z4 ". inches or downward-and horizontally for d'. minimum:c ombined distance of 24 inches:" GENERAL I FOR ►TI. Conditioned sq. ft.= Job type: New Building s lo Addition P Remodel 0 ' Occupancy: ' Single Family M Duplex .0 ' Accessory Building 0. Heating: fuel: Gas' M Electric 0 CN1il 0 Propane 0 Other: 273/ Heating system: Forced Air • Room Heaters 0 Radiant 0 H y • dronic 0 Heat Pump 0 Existing System 0 Other: Location of Heating' Equipment , .. G.4 IZAC :.Total•number of. : bedrooms 'in' dwelling: .Floor: 0.ab ail.grrdeO. xxt'T &G.Plywood d4.401 pat.. • ...E).. • . $eloct. Mo. type. !f "vorrix rotaropel et . a •mil Poly 0 Fate' Stapled Backed:Batts. l V : •pailtt,.' , ..:. ; •. . • Wall: • Ceiling: SIZE: 4 roil Poly. • . • Face Stapled Backed Betts PVA':Paint. . ... Not .A li.le • Building. Component 2009 . WSEC Compliance• Form w one 1 . Residential Prescriptive Compliance per T ble .6 1 • Choose. Option r Glazing area % of floor area 13% Glazing U- Factor ; Door U Factor ' 0.20 Celing Insulation , Above Grade Wall Below Grade Wall Floors (over unheated . area) ' V =ical • 0.34 Overh : • 0:50. attic . R 49 or 38 Adv vaulted3 R -38 i to or exterior. �] 1 R-21 Int. A^W21' ' w/ TB. _ R 1' 0 - � :; R 30 0 2 25% . 0.32 0:50' 0.20 • R F4Av R-38 R -21 In t. wR / - 2T1B . • , R-10 R-30 30 3 • Unlmtd 0.30 0.50 ' . ... 0.20' R-49 or R -38 Adv 8 R-21 It Int. R-211 w! TB - R 10. R -30 . ; footnote 3-� Vaulted ceiling requfrement applfcob/e fo singte Joist or ral%r ceiling Cavi4 no trusses. • *. Ail Slab-on-Grade floors shall have :R-10• perimeter insulation. . * Alt Slab -on -Grade floors with radiant heat shall have R -10 insulation under entire slab. Slab.perimeter'insulation and below•grade'wall exterior insulation, shall be water•reaistant, manufactured •for intended use,' and installed per manufacturer's specifications: . * Slab insulation installed on interior side of foundation shall be .installed with a thermal break between the slab and. wall. Slab. insulation installed. on' exterior side of foundation shall extend downward flora. top of slab a distance of Z4 ". inches or downward-and horizontally for d'. minimum:c ombined distance of 24 inches:" GENERAL I FOR ►TI. Conditioned sq. ft.= Job type: New Building s lo Addition P Remodel 0 ' Occupancy: ' Single Family M Duplex .0 ' Accessory Building 0. Heating: fuel: Gas' M Electric 0 CN1il 0 Propane 0 Other: 273/ Heating system: Forced Air • Room Heaters 0 Radiant 0 H y • dronic 0 Heat Pump 0 Existing System 0 Other: Location of Heating' Equipment , .. G.4 IZAC :.Total•number of. : bedrooms 'in' dwelling: .Floor: 0.ab ail.grrdeO. xxt'T &G.Plywood d4.401 pat.. • ...E).. • . $eloct. Mo. type. !f "vorrix rotaropel et . a •mil Poly 0 Fate' Stapled Backed:Batts. l V : •pailtt,.' , ..:. ; •. . • Wall: • Ceiling: SIZE: 4 roil Poly. • . • Face Stapled Backed Betts PVA':Paint. . ... Not .A li.le • Building. Component :.... ..: • Deacription Including U- Factor or F.-Factor • Heat Lose Factor•.' (HLF i.g.0 x.48 °M) (1) Component • Square Feet($F) •• ' ' l ineaar•Fcet (LF). •. - .., Cubic'Feet (CF) (4-Component. Heat Loss '•' • (HLF x SF, •. • • • LF or CF) A..'Window►. • . Glass Block Sliding & Swinging • • • Blass Door.' • Skylight . Barden Window ' .. • . . .. Single, uncertified • .(U tt 120 ). • • • Double, uncertified (U = 0.92 ) . 'UFRC certified • • (U = 0.32 ) .. NFRC certified • (U.. 0.30 ) Skylight, single, uncertified .(U = 1.58 ). . Skyiight,'doubie, uncertified (U.= 1.05 ' ) .• . Skylight;. NFRC certified • • (U . ' 0,50 ) Gardenwindow, tingle, uncertified •(U= 2.60 ). • derrden Window; double, .uncertiiied (U= 1;81. ) • Other (U = ) 552 ISF ' x •. SP= rr. • Stith rW.rrr.r.rr.r. r r• r+rr. 42.3 /SF'' x SF = Btuh •14.716F • x • ISF = ' ' ' ' Btuh Mrrr Wrr,rr rYrrrr• ' 13 :8 ISF' , x ' ... SF • • . Btuh 72.7' /SF • ..x...: .: SF = • • Btuh • *48,3 /SF • z • SF = • • • Btuh rrrarr.r•.. ' +..a 23.0 /SF ....x:: . • .: •. : . . '- SF = ' • Btuh rrr4rrN. 1.19.6 /SF • • .x.. • .''.4 , 'SF= ' ' . Btuh :83,3'ISF• :• X. • • SF= Btuh: • . ISF• x .., • . . SF = • ° Btul) ' ... • . /SF .. • x . . • SF = • . .. •• :13114: . Other • •. (U = ) Opaque Door. • • • ,' • Wood, itwood. ame, unoert 'ed U r;4.. • Foam hie.; in metel'frame,. uncertified (U = .0,37 ) ' Foam ins•, in wood frame, uncertified (U:= 0.16 •) ' • ' Opaque door; NFRC certified (U o 0,20 ) • Other .(U =. ' )' 2 . 1 . • x - • • Btuh 17,0 ISF x SF =•• •: • • Btuh .' • • • • 7,4 /SF: . x :. . SF 4 • "' • .I31uh. • • : •; 92./SF. ' . x 'SP. Btuh •' /SF x ... ' . :Sff ' ..• Btuh .... . .Roo Cell g • • Insulation (OPAQUE area only, . does notlncluder • ..: sk Ilghtarea) . . None t o,•,i ). R48 • (U 13, ' 0.031 ) R.49'standard'or R48 full depth (U. 0.027) R-60 (U;= 0,025) R»•rw N_ (A'` • . ) 18.41 F X , tu 1:4 /SF . - x SF = ; • . • Btuh • . - 1 ;2 ISF'.. • .' x • . ; $F a . :. --•.' Btuh 1,2'iSF '.. x . ' S1 _ ,' • .• -• -. • Btuh ; •' .. , ISF• • ... • SF a �. :: : :Btub ...:: s• "ail above and below grade (OPAQUE area only, . . does. not include window•& door area) . • • . • One . U =:. 1.250 )• • R43,'wood studs :' •' •(U.:.0..082.).. •• R »t9,'wood'studs . (U.••0082:)., R21 Cavity +,R,10 headers, wood • (U .. 0 056 ). • '.R -19 cavity: * R• 5 :tint,, wood studs (U.'. • •.0:046 ) • .. • • R-11, metat.studs' .. • • :'(0 ':0:132 ) • R-19, metal studs '• • . '(U,= : 0;10.9)' . R�19 cavity R�fi�S Cant,, metal stti (U 0 O51) R 13 cavity R-10 cont., metal studs (U =. • 0.055') R .._r. (U:= :. • ) -114. F . x , . ' • '.. ,.r;.ti », °tub• '3.8ISF: x - SF.. . 'Btuh 2.9 /SF x • • •'• .'SF= : • .... • •.• • .Btuh • •: • ° 2.6 ISF • x • ',SF = Btuh ' • 2.1' /SF x .. SF . • ' • • • . � -' Btuh. • 6.1 /SF x •• ' SF = •• : " ... • Btuh 5.0 ISP x • •' • . $F. • W.YrT.r»�'Btuh MMYrr.rrY rw.. r'rwrrY ' 2.6./SF' x • ' SF ` . • :. . • • Btuh. • 2,5 /SF • • x • .. • : SF.µ . `•. ' • : 'Stub- ' •iSF x • 'SF= •. • Btu4 • ' dot er Unheated Space • . • • None ... _ • 1 • • R19 • : • • (U = : 0 :441 ) R30 '.(Uis. 0:029). R-38 • (U = ' 0.025 ) . • R- .:.... • '(U =•. • : ) :. /= x :..: to 1.9 ISF x'' ; :SF =: � r "� . • Btuh • • • 1.3 /SF x .. •$I = :: »;... »r• .Stuh 1.2 !SF' x . • SF = • • '' • Btuh • ISF x $F - Btuh • `E.; Stab On Oradell oor . Perimeter insulation' (use linear ft, NOT sq:ft,) one ." e;778' Ft -10 . (F '' 0.540) ' . '. R- �._. tF M: 33. x _ Btuh • 24,8 IF x LF= _.... Btuh /LF x LF. • • .•• Btuh. t -' • : asement Floor (for. heatedds'ace'ONLY) • None ' • _ • 0; 0 '' . •.11:. . • (F' =. • ), 2 x _ u 1LF x ...r. LF =... .. • r.Btuh:. .. `r nff on• ' '(use cubic ft, NOT sq.ft.) - • Frei : :•' (.01.x1., A' H) • • 19902010 ' • (.018 x 0.6 ACH) Post2010 ' (:018x0.360)• 1.0 x • w . • Btu .r wYY�wM.M.f.Y.rr, .Yr rN.° �• 0.5 /CF x .' CF =' • . + "" . Btuh • 0,3 /CF x • CF: • : Btuh (4) DHLISF;.: DHL divided by( •. ;;,. ;,, ; " • Heated floor area in. SF) : '.. (3):Totel P•Design Heating Load (DHL) in Btuh ... Btuh _ BtuhISF or . .. .. Watts /SF . • . If electric, divide by 3,413 for DHL In watts = Watts (Typical. values for DHL%SF fornew tortstructlan are 8 8tuWSP or 2.6 ;Watts/SF • • ) ' pace' ea ng Equiptmnt - Izing. Im ,: (6).Propose+ pace es � ng:Equ pmenf: . �: i.� .lei: ;:; . Mini ired size.= DHL x 1:0 = Btuh or - • Watts • Manufacturer: ::::: :: ° .:: ° Model #` mum reu r . °::•. .:; 14 .�Oi,�.v1.•iw•''f'YYV•WwM'w.b�� ;T h,n, •!_!a�i i :• FUE Maximum'aiioWed size= DHL x15 = Btuh or ' • Watts Heating EffleenC t AFUE �pa Y WNi Y.W W.Y;Y NY.W. ♦ r output; :: Btuh • f: t • sP e* and Replacement Heating ul tne rt Ingle -) a lly Residential Requirements iin the 2009 Energy Code g33' (January 2011) ' 1ti ;l ittilm�utin 11 satin EtuOlU$11 •Effieiencv ( neww. de,ilittg units. .additions >.750 ft) : New dweilingunits, and additions•750 ft` and greater, must achieve one credit (two credits if. over 5 .,000 ft!)' from Table 9 -1 (Section 901). If the building permit application specifies Options 1a, 1b; le, or 2, :then-the mhihnum .efficiencies:•for.heating equipment' are - Option' in: Gas, propane :or oil- fired:furnace or boiler with minirrium AFUE of 92 %, or air- source heat pump with Minimum HSPF of 8.5 (HSPF maximum ' p. •p ( ;ls 65,000 Btu/h).. .; Option "lb:.:. Closed -loop: ground source heat pump with a minimum COP of 3.3. ;Option 1c:> Ductless split ^system heat pumps with zonal control. - Option.'2 :. All heating..system.components installed inside the conditioned space; ':011 tO nl ustion equipirtent :to be direct vent or sealed combustion. .,,Reatiii144 Otlinuient 84101110 and 'renlacement..hcat.intt eaniomentl Heating and/or cooling design load calculations shall be submitted (Section 5032.2). An'eleetronio version' of the ,DPD `Seating Equipment Sizing Form" is posted on the website at.. 12ttp: /lwww,sealtle.gov/DPD/ Codes /..Energy Code /Overvieww /fonns res.asp (`i' iis.forni i;s:'acceptable for multifamily compliance with Section 1431.2. For single - family, it is also acceptable for calculations :to be done in accordance with M1401.3 of the Residential Code.) In:the 2009 Energy Code, there are exemptions from the:sizing limit for single-family for (a) natal gas -.:or oil -f red' apace heating equipment whose''total rated space heating output' in );'..one dwelling unit .is.40,000 >Btu/h or less, and (b) electric resistance heaters under 2 kW. 'he .previous. exemption for equiptent with. an AFUE Of 90% or greater has been deleted. T: stun r.A lrenever new (Section 503.10.2) or replacement (Section 101.3.2.6) heating equipment is installed;.:air leakage testing of the ductwork is required REGARDIL,ESS. of whether the diciWork,,is being. altered (unless there is < 40 feet of total duct runs in unconditioned space). •New•ductwork shall comply with the maximum air leakage rates (Section 503.10.3). •Existiri9:ductwork shall be tested, but no maximum duct leakage rate is specified. The thud leakage: test report shall be provided to the DPD inspector by final inspection. t: ' art iilcate in '• e 9 u1' i i e i t The type and efficiency of heating (and cooling) equipment, and the tested duct leakage rates shall be wiritten on the.'permanent'Energy Code certificate at the building site (Section 105.4). If a'permanent. certificate does not exist at the site, then. the contractor shall post a permanent eertlfcate containing this information within three feet of the electrical panel, (See other side.) The . completed' certificate .Shall .be posted :.prior to final inspection by the DPD . inspector.. Ile work shall comply with other applicable requirements such as: controls (Section 503.8 ), Wt i on # � U3 9 � Table 51.1), pipe insulation (�� anon 5 03.1 l ,& Table 5-12), etc::' Whole- House, ' nt tatt sing re-: r e. __ ' Check the box to .describe which one of the four prescriptive Whole House Ventilation Systems you will be using. g Option 1 - intermittent Whole House Ventilation Using Exhaust Fans • • • CFM Exhaust'Fan Flow Rating•Per Table:' - • . `(attached). Location of whole houseexhaust fan(s)'rttust•be shown • on the plans. • . • Fan controls: 24 h+bur clock timer with capability of continuous operation, manual and automatic control & accessible. ' Whole house tans located 4 feet ar less from the interior grille shall haven sone rating of 1.0 or'iess at 0.1 inches w.g.. • Outdoor'alr shall be distributed to each habitable. room by indiv'idual•outdoor air inlets. Where outdoor air supplies• are separated from exhaust points'by.doors, provisions shall be made to ensure air flow by installation of distribution ducts, undercutting doors, grilles, transoms; or similar means. Doors shall be undercuts minimum of %" above the floor covering. S.Option 2 - 'Intermittent Whole House Ventilation integrated with a Forced Air Heating System - • integrated whole house ventilation systems 'shall provide. outdoor air at the rate calculated using Section M1 508.3. The • delivered:ventllatlon rate forintermittently operating ventilation systems shall be the combination..of�its delivered capacity from Table . and its ventilation effectiveness and daily fractional operation time front; w w • • The system shall distribute outdoor air to each habitable room through the forced air systems ducts with anoutdoor air Inlet • duct connected at the return air plenum of the forced •air system, at a point within 4 feet upstream of the air handier. • The eystlem shall be.equipped with a motorized damper connected to the automatic ventilation control clock timer: The .system shall be controlled by a 24-hour clock timer and shall control the system blower and automatic damper. The timer ' • • shall be capable of operating without energizing other energy. - consuming appliances. • At the time of final Inspection, the automatic control timer shall be set to operate the whole house ventilation ..eystem.,for,at.le>at....: REVIEWED FOR CODE COMPLIANCE APPROVED JAN 10 2013 City of Tukwila BUILDING DIVISION Option 3 -- Intermittent Whole.House' eritllati sn Ustng-a' Supplyra .;:. ........... Outdoor alr:shall be distributed through the forced -alr ayatem ducts or through dedicated ducts'to habitable rooms. Supply • fans:shall have•the capacity to provide the amoaunt'of'air.specified In Table M1508.2 and air must ballasted beforo'.deti,ery. • , Inch outdoor air inlet duct, conned to the furnace supply air stream or return, sized per Tablee \.... • .Fresh Air inlet duct.Sack-draft Damper Selection: (Choose one). . 1 Calibrated manual volume damper installed and set to meet the measured flow rates in Tibia - • by field testing with a pressure gauge andlor following manufacturer's 'ingitallatlon: instructions. 13 A manual volume damper installed and set to meet the.'measured•flow rates•specifled in Tnbie•M1808.2 by fieldtesting with .a flow hood or flow measuring station. • . 1 An automatic flow - regulating device sized to the *specified flow rate in Table M 1508.2 which provides constant flow over a • pressure range of 0.20 to 0.80 inches water gauge. At the time of final inspection, the automatic control timer shall be set to operate. the whole house •ventllation system for at' least 8 hours a day. n.OPtionn 4 - Whole. House Ventilation Using a Heat Recovery Ventilation System: • . All ductwork In heat recovery system shall be sized and Installed. per the manufacturer's instructions. . . s System. minimum -flow rating.shaH not be less than specified in Table. Heat recovery.ventllation systems shall have a filter on the upstream side of the heat''exchanger in both the intake and eythaust • airstreams with: a: minimum efficiency ratings value of'(MERV)'of 8. s • • Outdoor air. Inlets. shall be screened or otherwise protected from entry by leaves or other material • . ••• . ••• .Ventiladen.suppiy du.cts..in.the conditioned ;pane upstream. of..the.heat.exclanger s.hall..be Insulated•to.a min: 'of R•4. Whole House Ventilation fan(s) shall be sized according to international Mechanical Code section 403.8. * Continuously .operating exhuast ventilation • systems shall provide minimum flows per IMC Table 4.03.8.1. * Intermittently .operating ventilation systems shall have the minimum flows from Table 403.81''' adjusted by the ventilation effectiveness value in IMC Table 403:8.2 according to the formula of = Or / Ef .' .. 2009 international Mechanicaal .Code Table 403' 81 (continue. MINIMUM (` sec TABLE a.1: ENERGY CREDIT OPTION DESCRIPTIONS 1a • High Efficiency HVAC Equipment 1: gas, propane, or oil - fired furnace or boiler with minimum AFUE of 92% or Air- source heat pump with minimum HSPF of 8.5 ' 1'b High Efficiency HVAC Equipment 2: closed loop ground source heat pump with minimum COP of 3 °3 High Efficiency HVAC Equipment 3: where primary space heating system is zonal electric heating, a ductless heat pump system shall be installed to provide heating to at least one zone. 0 High Efficiency HVAC Distribution: All heating and cooling components installed inside conditioned space. All combustion equipment shall be direct vent or sealed combustion. No system components to be installed in crawlspace. No electric resistance heat permitted: Direct combustion heating equipment with AFUE of >80%. U . to 5% of ducts total • linear footage may be located in exterior cavities of buffer spaces if tested leakage to the oudoors is less than or equal to 1 cfm per 100 sq.ft. of conditioned floor area:when tested at a pressure differential 25 PA across the entire system, including the air handler enclosure. 3b Efficient Building Envelope l: Table 6 -1 Prescriptive Option 111 compliance with window slabs R -10 full, or Component Performance compliance with Target UA from Table Efficient Building' Envelope 2: Table 6 -1 Prescriptive Option III compliance with window plus R-4, floor R -38, all slabs R -10 full with below grade walls R -21 plus R -6, or Component compliance with Target UA from Table 5 -1 reduced by 15 %. U = 0.28, floor R-38, 5 -1' reduced by 5 %. U = 0.25, wall R-21 Performance , 4 Efficient Building' Envelope 3: Table 6-1 Prescriptive Option III compliance with window U = 0.22, wall R -21 plus R -12, floor R -38, slabs R -10 full with below grade wails R -21 plus R12, and R-49 advanced frame ceilings and vaulted areas, or Component Performance c o g po compliance with Target UA from Table 5 -1 .reduced by 30 �. 4b ,. -. ": Air leakage Control and Efficient Ventilation: Envelope leakage' reduced to SLA of 0;00020 building envelope tightness when tested with blower door at pressure difference of 50 PA• after rough in and installation of all building envelope penetrations; and all whole house ventilation requirements et by'heat recovery ventilation system per WSEC section 1 508.7. Air leakage Control and Efficient Ventilation: Envelope leakage reduced to SLA of 0.00015 building envelope tightness when tested with blower door at pressure difference of 50 PA after rough in and installation of all building envelope . . g .. pe penetrations; and all whole house ventilation requirements. me�t'by. heat. recovery ventilation .. '. system :per WSW :section 150.8.7. 7� 1 >r Hsa:. Water ileatin s _ - .! 4 System include-one f thtc 1'611 Ind: gee, .. prap�ne. dr oil `utrafer heaterwith• minimum EF of 0.62 or electr:.ie•water heater with minimum EF of 0.93AN0 for both cases all showerheads•and kitchen sink faucets shall be rated at 1.75 gpm or less, all others at 1.0 gpm or less when tested in accordance with ASME A112,18.7/CSA 8125.1. 5b , • Eff dent Water Heating: Water heating system shall include one of the following: gas, propane or oil water heater with minimum EF of 0.82; OR solar water heating supplementing minimum standard water heater. Solar water heating Will provide rated minimum' savings of 85 therms or 2000 kWh bsed on Solar rating. and Certification Corp :.(SRCC) Annual Performance of OG -300 Sertified Solar Water Heating Systems; OR Electric heat pump water heater with minimum EF of 2.0. . 6 Small Dwelling Unit: Dwelling less than 1500 sq.ft. with less than 300 sq.ft. window and door openings. Additions toexistin.'buildin• that are less. than 750 sq.ft. of heated floor area La e Dviellin t Unit: :Dwellin• exceeding,5000 sq.ft. floor area shall be assessed a' deduction. 7 8 Renewable solar equipment Electric Energy: for each 1200 kWh of electricla generation provided annually by on -site wind or a 0.5 credit shall be allowed, up to 3 credits. Generation shall be calculated as follows: .60 = ;Sol r electric evsteme: design shall be demonstrated to meet requirement using the National to be included. Renewable Energy laboratory calculator PVWATTs. Solar access documentation Wind (veneration Protects: design shall document annual power generation based on the following frequency distribution of'th • factors: wind turbine power curve, average annual wind speed at the site, wind speed at the site and the height of the tower. e* and Replacement Heating ul tne rt Ingle -) a lly Residential Requirements iin the 2009 Energy Code g33' (January 2011) ' 1ti ;l ittilm�utin 11 satin EtuOlU$11 •Effieiencv ( neww. de,ilittg units. .additions >.750 ft) : New dweilingunits, and additions•750 ft` and greater, must achieve one credit (two credits if. over 5 .,000 ft!)' from Table 9 -1 (Section 901). If the building permit application specifies Options 1a, 1b; le, or 2, :then-the mhihnum .efficiencies:•for.heating equipment' are - Option' in: Gas, propane :or oil- fired:furnace or boiler with minirrium AFUE of 92 %, or air- source heat pump with Minimum HSPF of 8.5 (HSPF maximum ' p. •p ( ;ls 65,000 Btu/h).. .; Option "lb:.:. Closed -loop: ground source heat pump with a minimum COP of 3.3. ;Option 1c:> Ductless split ^system heat pumps with zonal control. - Option.'2 :. All heating..system.components installed inside the conditioned space; ':011 tO nl ustion equipirtent :to be direct vent or sealed combustion. .,,Reatiii144 Otlinuient 84101110 and 'renlacement..hcat.intt eaniomentl Heating and/or cooling design load calculations shall be submitted (Section 5032.2). An'eleetronio version' of the ,DPD `Seating Equipment Sizing Form" is posted on the website at.. 12ttp: /lwww,sealtle.gov/DPD/ Codes /..Energy Code /Overvieww /fonns res.asp (`i' iis.forni i;s:'acceptable for multifamily compliance with Section 1431.2. For single - family, it is also acceptable for calculations :to be done in accordance with M1401.3 of the Residential Code.) In:the 2009 Energy Code, there are exemptions from the:sizing limit for single-family for (a) natal gas -.:or oil -f red' apace heating equipment whose''total rated space heating output' in );'..one dwelling unit .is.40,000 >Btu/h or less, and (b) electric resistance heaters under 2 kW. 'he .previous. exemption for equiptent with. an AFUE Of 90% or greater has been deleted. T: stun r.A lrenever new (Section 503.10.2) or replacement (Section 101.3.2.6) heating equipment is installed;.:air leakage testing of the ductwork is required REGARDIL,ESS. of whether the diciWork,,is being. altered (unless there is < 40 feet of total duct runs in unconditioned space). •New•ductwork shall comply with the maximum air leakage rates (Section 503.10.3). •Existiri9:ductwork shall be tested, but no maximum duct leakage rate is specified. The thud leakage: test report shall be provided to the DPD inspector by final inspection. t: ' art iilcate in '• e 9 u1' i i e i t The type and efficiency of heating (and cooling) equipment, and the tested duct leakage rates shall be wiritten on the.'permanent'Energy Code certificate at the building site (Section 105.4). If a'permanent. certificate does not exist at the site, then. the contractor shall post a permanent eertlfcate containing this information within three feet of the electrical panel, (See other side.) The . completed' certificate .Shall .be posted :.prior to final inspection by the DPD . inspector.. Ile work shall comply with other applicable requirements such as: controls (Section 503.8 ), Wt i on # � U3 9 � Table 51.1), pipe insulation (�� anon 5 03.1 l ,& Table 5-12), etc::' Whole- House, ' nt tatt sing re-: r e. __ ' Check the box to .describe which one of the four prescriptive Whole House Ventilation Systems you will be using. g Option 1 - intermittent Whole House Ventilation Using Exhaust Fans • • • CFM Exhaust'Fan Flow Rating•Per Table:' - • . `(attached). Location of whole houseexhaust fan(s)'rttust•be shown • on the plans. • . • Fan controls: 24 h+bur clock timer with capability of continuous operation, manual and automatic control & accessible. ' Whole house tans located 4 feet ar less from the interior grille shall haven sone rating of 1.0 or'iess at 0.1 inches w.g.. • Outdoor'alr shall be distributed to each habitable. room by indiv'idual•outdoor air inlets. Where outdoor air supplies• are separated from exhaust points'by.doors, provisions shall be made to ensure air flow by installation of distribution ducts, undercutting doors, grilles, transoms; or similar means. Doors shall be undercuts minimum of %" above the floor covering. S.Option 2 - 'Intermittent Whole House Ventilation integrated with a Forced Air Heating System - • integrated whole house ventilation systems 'shall provide. outdoor air at the rate calculated using Section M1 508.3. The • delivered:ventllatlon rate forintermittently operating ventilation systems shall be the combination..of�its delivered capacity from Table . and its ventilation effectiveness and daily fractional operation time front; w w • • The system shall distribute outdoor air to each habitable room through the forced air systems ducts with anoutdoor air Inlet • duct connected at the return air plenum of the forced •air system, at a point within 4 feet upstream of the air handier. • The eystlem shall be.equipped with a motorized damper connected to the automatic ventilation control clock timer: The .system shall be controlled by a 24-hour clock timer and shall control the system blower and automatic damper. The timer ' • • shall be capable of operating without energizing other energy. - consuming appliances. • At the time of final Inspection, the automatic control timer shall be set to operate the whole house ventilation ..eystem.,for,at.le>at....: REVIEWED FOR CODE COMPLIANCE APPROVED JAN 10 2013 City of Tukwila BUILDING DIVISION Option 3 -- Intermittent Whole.House' eritllati sn Ustng-a' Supplyra .;:. ........... Outdoor alr:shall be distributed through the forced -alr ayatem ducts or through dedicated ducts'to habitable rooms. Supply • fans:shall have•the capacity to provide the amoaunt'of'air.specified In Table M1508.2 and air must ballasted beforo'.deti,ery. • , Inch outdoor air inlet duct, conned to the furnace supply air stream or return, sized per Tablee \.... • .Fresh Air inlet duct.Sack-draft Damper Selection: (Choose one). . 1 Calibrated manual volume damper installed and set to meet the measured flow rates in Tibia - • by field testing with a pressure gauge andlor following manufacturer's 'ingitallatlon: instructions. 13 A manual volume damper installed and set to meet the.'measured•flow rates•specifled in Tnbie•M1808.2 by fieldtesting with .a flow hood or flow measuring station. • . 1 An automatic flow - regulating device sized to the *specified flow rate in Table M 1508.2 which provides constant flow over a • pressure range of 0.20 to 0.80 inches water gauge. At the time of final inspection, the automatic control timer shall be set to operate. the whole house •ventllation system for at' least 8 hours a day. n.OPtionn 4 - Whole. House Ventilation Using a Heat Recovery Ventilation System: • . All ductwork In heat recovery system shall be sized and Installed. per the manufacturer's instructions. . . s System. minimum -flow rating.shaH not be less than specified in Table. Heat recovery.ventllation systems shall have a filter on the upstream side of the heat''exchanger in both the intake and eythaust • airstreams with: a: minimum efficiency ratings value of'(MERV)'of 8. s • • Outdoor air. Inlets. shall be screened or otherwise protected from entry by leaves or other material • . ••• . ••• .Ventiladen.suppiy du.cts..in.the conditioned ;pane upstream. of..the.heat.exclanger s.hall..be Insulated•to.a min: 'of R•4. Whole House Ventilation fan(s) shall be sized according to international Mechanical Code section 403.8. * Continuously .operating exhuast ventilation • systems shall provide minimum flows per IMC Table 4.03.8.1. * Intermittently .operating ventilation systems shall have the minimum flows from Table 403.81''' adjusted by the ventilation effectiveness value in IMC Table 403:8.2 according to the formula of = Or / Ef .' .. 2009 international Mechanicaal .Code Table 403' 81 (continue. MINIMUM VENTILATION RATES FOR DWELLINGS FOUR STORIES OR LESS � Q Num • er • ' ::edrooms Floor Area; :.:ft.) 0 1 2 3 4 0 1500 ' .1501: t6 3000 3001 to 4500. 4501 to 6000 :6001 to 7500 ;.. ; ..... •.y ..7'501.. .......:'...1:05' 30 11115111111111111131111 60 90 .30 60 . .46 .60 .60• . • 75 .90 .': ' 60 60 • , .. Mil 76. .. 90 90. . 105 90 ..90 : 105 • ' 105 120 . 75 . . 90 . 90 ' . .105 • 105 .. • 120 120 NM 150 : •90 .. 105 . 106 .. 120 120 . I �, ' .. ' . -1,( 5:.. .. ... '120 ...... • • ..1 0.. ... • ..•._ ' .._.. ........ 150 15ti 1 ::- i npttye .Supply .fan.. Duct . Sizing,. , 1.50- 2,5OCPM Fan Tested Ulkaf, at + 'UT WG Maim= Smooth Met .hater.. 4 inch 5 5 inch d. inch 6:<nch. . 7 inch ' RECEIVED CITY OF TUKWILA ..00T 0 5.2012 RMIT CENTE•R.. : 2009 ernational Mechanical Code Table 403.8.6.1", VENTILATI N :EFFECTIVENESS F •R . : l' 4 INTO 11� TTENT FANS r, . lbAtt.VFRActibNAL op i A►'rrt14 ,9M MiatiON dOectitiMess , <35% . 35%_ < -f < 60% 60%<f<80% • • 0.33 0.75 • •- N eNELP/A4.411ZLE r.' �►t�'�' ... • �� `!t�/��:' AaMo.57'mAr/NCI o1='C1 AgE4. /9 c<aa'. w h 2'0 /4,101 Gv1VG: :L .,413 0 GGi a,1 4o o /,, L. 1.)NOA 1 /D Al 1 ►Y Or. ort o REVIEWED FOR CODE COMPLIANCE CE APPROVED JAN 1. 0 2013 City NG p�iS BUILD 10N DAL . GAIZAG Up red -O" MA/N PL.cOR. REVERSE PLAN FROM LOT 5c4 c.E .5//6 "= / o To DoT 4' pr/ L.oFfr /(vd 0" _u _upP,goe21 Q 1.,z- 3�s RECEIVED CITY OF TUKWILA OCT 0 5 2012 PERMIT CENTER • Typical Prescriptive Graced Wall. Panel. , (Per IRC' Se tlon' Re02 :102, Method�jtl, $10 .. 2.2x Top plates . • .Stagger Joints• 4'wr" min. Nan •f6d�at• le" o.0, 2x studs spaced ff. ";oc,..max ::EndITiall s to top plate with 24.1•64. naile:'N iihstud,to • piate'with 4Msd.toenails,or 4 -1.ed end.Pall! Wood stn,oturet: panel $ho ithl • minlmum, 5/1'6" thtak°:for'Studs 1 o c. and minlmumt °3 /8 "'thlak:fortttttda`24 "O.c. ______- 2x Blocking Installed against, eheathlrig•an .nailed to s de with 16d natt$4: attah this at 6" on center at, panel edges 'and• 12;. on • center'tn the panel:neld. •2x sill plate •nailed to j 4st Or blocking with 3 "16d nails par'': E" • 1/2" diameter anchor. boil :with Mln ennbedment.spaced :•4'.0".on:'O nter•fc . a twoaatory build!, • , O O ":'oil Celt, . • fi* a ..irrgle.stor'y,buit�hg :the bolt W illii' 12 • of each ertd of each''pteo0.0tO at•I�. material; 3 "x3�'x1 /4 "•galvantZed :plate • Mashers .are required: Approved floor system . pthte Alt Sneed ell Pano 0$.411444402.3004 (AMP) . :2 : 2x-Top plates Stagger ., joints 4'.0" min, Neil led at 16" .o.0; . . 2x',G1P��L:. onto ,P :tie. , $i7.1Jl l,1N10►ag • 2x'studs spaced.. " 0.c, max. End•nall stud • to' top .plate with 2.16d nails. Nall stud to sill plate. with 4-8d toenalls .or 2- 16d ° end :nails. 2x Pressure-treated 'mud sill Approved foundation system • Wood.atwoturnl panel: aheethin •rriinimum.5116 "'thlck for stUds•1 "'Qec, end minimum .3/.6" thick for. studs :24" Oto. .S.beath.One side for.eingte,8tdry,;,pr • both .sides If.on the first of.two•stoi�les.. 2x Blnnkln installed':a ainst..sheathillg•and gg •sh ttlirl tt5 blopicing.artd•ail p iriei eages.at.tr, :ot •tenter far. singla,:stolr,• Or 4 ". O.c..if `on •the•filt~`:t..of two stories.. .nailed to. ds with.1. nails..Na11. h a .0• ..Approved . steel hold: down :deviCea : . .Insttall :and:fasten' -per: inatiotadturer`e• ' lhstrugtlon$..1800# c pacIty.:.requtredlOr .one 'atory...and'th •:se nd. df; o stories► 3000# capacity required .for first of'twa • stories.. 2x silt :plate.: nailed - to.• jot*t ari blocking 'With 3•'i:6d.; netts in•eve y.16 :Inches Of:platea, • :1,/2 ".diameter anchor boIts :With :min, r • embedment.and:•3 "x.47x 1144. ";gpivanized square...., to . washers..• requ.Ited::TWO� bolts •reequire t•.gtlarter;p. pints .fOr•:sifgle story, •;thr'ee.bOlts: tegUirod;:et : :l .pOlnts for•tWO atQry. cofatrudtiorl. Approved floor •system . Approvad'found.ptiOn system • NO TQ SCALE • qa .. • : aU110KtIltt With Oaorump iSl'" o a) an at (lanid ed box nails spaced 8r on .comer MINIMUM .241N. WOOD STRUCTURAL PANEL •OR.321N. STRUCTURAL FIBERBOARD SHEATHING CORNER RETURN 16D: NAIL '(3%a'••x•,:0.1.31")• AT 12:IN. i C. SEE TABLE IR�1✓ASTENING • TABLE At.1C.4.1 CONTINUOUS SHEATHING METHODS • • FIGURE ORIENTATION •' OF STUD MAY VARY SEE FIGURE 8602 ;3(2) GYPSUM , MLLSOARD AS'�REGUIRED AND INSTALLEO,#N ACCORDANCE. WITW.CHAPTER,7 ' ' . . OPTIONAL NONSTRUCTURAL HLLER•PANEL • SEE TABLE R6,02 :3(1) FOR FASTENING • N. CONTINUOUS • WOOD. SEE TABLE R602.3(1). STRUCTUFtAL WALL PANEL FOR FASTENING • (a) OUTSIDE CORNER DETAIL •ORIENTATION• OF STUDS MAY:VARY, 'SEE'FIGURE 8602 :3(2). 16D',14AIL(3%" k 0,131'] AT `I2 1N•O:C. 'GYPSUM WALLBOARD AS J' EQUIREDAND:INSTALLED \ IN ACCORDANCE WOEH' CHAPTER T 1 IiMUM 24' IN. WOOD • STRUCTURAL PANEL,SHEATH1NG A.R. 32 IN.; STRUCTURAL • �RBOARD CORNER RETURN CONTINUOUS WOOD STRUCTURAL•PANELOR STRUCTURAL FIBERBOARD BRAGGED WALL LINE CONNECTION CRITERIA 6d common (2" x 0.113 ") nails at 6" spacing (parcel edges) and at. 12" spacing (intermediate supports) or 16 ga. x 13/4 staples; at 3" spacing (panel edges) • and • 6' spacing (intermediate . supports) '• . Wood stnictural panel adjacent to garage openings and supporting roof load only" See Method CS -WSP See Section 8602.10.4.1.1 . wood structural panel. (see Section 8604) SEE TABLE 'R602 :3(1) FOR FASTENING SEE TAM )`INSIDE CORNER DETAIL . .f�`Y*SUM WALLBOARD AS REAMED AND INSTALLED • *ACCORDANCE WITH • CWAPTER7 �� • 460 NAIL '(3�f "x• 0:1:311 2'ROWSAT•241N:•O.C.• -- PTIONAI; BLOCKING FOR GYPSUM WALLBOARD (c) GARAGEDOOR CORNER O2.3(1)•FOR •FASTENING SEE`I'ABLE 1602.3(•1) FOR FASTENING For exterior sheathing see Table R602.3(13) For interior sheathing see Table R602.3(1) ' -4 Nails or screws at 7" spacing at panel edges including top and bottom plates; for all braced wall . • panel locations for exterior. Sheathing nail or screw size, see .. Table R602.3(1); for•interlor gypsum board nail or screw size, see Table R702.3.5 • I' MINIMUM 24.1N. WOOD STRUCTURAL PANEL SHEATHING' OR 32 IN. • STRUCTURAL FIBERBOARD SHEATHING.(BOTH EDGES AI' CORNERS) . SEE TABLE.R 602.3(1) FOR FASTENING ,.�-..OPTIONAL NONSTRUCTURAL FILLER PANEL FASTENERS ON BOTH STUDS AT EACH PANEL EDGE- SEE DGE ••- DESIGN PARAMETERS See Section R602.10.3.2 See Section R602.16.3.3 ••M1N.• Vim. • NAIL&OLI:RL'ATC ~•8P.COMMON teA11.$ • 3�GO.TOPJ! oTTOM ' . •••••••∎•• MIGHT • ' •t•. . • • • • WOODsTRUoruhAl,PANScalig.ialactr OVERAPPROVWGBANDJd1ST. . :" Ovt&thAsuiwOCIDp a0llolespois cos '-woossTsuaruRAt.Pass.CV usbsp•rtaN NA1LSQ a •s R ' 1A kEabrr trr4p:rleeemet }wic IOSD'v>rAta. mots** -SKITI TOP tMaimMONS LOADEDwAU.BBetimOrn . REQUIRED PER Mitt OP WALL . 2 'Al 'Al $HEDw1070) PASTAI SWATHING IDlistDEItWITH8DOOMMON,. NASA tit rosin PAf BSNAS1HOWN AND 9"O.C. IN FRAMING AS BHOtNN(BTUDSANo81LL8)TY . HEADER SHALLBEFASTENED :TOT�gqE • . MG STUD WITH 6.18D'bINKEftNAl A, • ' 'Woo LevEAS TAU.ON sA TRAA$ $MOWNNHaNI in 819a ELEVATION) WHIRS FILLER IP E4 flEs 16b SINKER NAILSIN2R4W&. • • .0 V0.0. , • 1pq� LB'N s . TOtt LA u sTtiAP ON ttCtT)t fl?1x8 ••i�i�K'IPENJN it •Y (Wm,. TsIcKNESswoob STNO UR L1ANEL GRAVITY LOADS : ROOF : TRUSSES .AND COMP. = 15 psf. Dead Load 25 psf. Snow 40 psf. Total FLOOR : = 12 psf. Dead Load 40 psf. Live 52 • psf. Total ii4Gt Rao T1o,4: 1) LATERAL LOADS : WIND: 3 sec. wind gust speed Exposure category 8 " • 85 mph. • SEISMIC: Design Category 0 DECK : NT'IIWUOU8;# BAND JOIST ' 10 psf, Deed .Load BO psf. Live Lt. HE1 #T`B : CONTINUOUS ALONG LENGTH • OF`BRRACED WALL` PANEL • METHOD IR MIN: :4••F. •pANELvvil I :• tom,. • F ". • • HEIGHT. • (SEE . T� SITE SOILS DATA : 1500 psf. Assumed, 1 OS FOR DI110NAL ALL Ib 0, LP ^■■■,= 0.:S I AT4NC (PLYWO00:014 OE:* TH 8 C Ml1 t is NAILS (et" O.C.: E. 12�` C1�C;:11t � ANt 't3 ":O.p t LEINt '1N PERPENDICULAR FRAMING 8d..@a 6" O.C. ALONG BRACED WALL' PANEL 8d• 0.6'":O.C. ALONG BRACED WALL PANEL -"a .BRACED' WALL PANEL • 3-16d (x.16 °a.0. ALONG :• ERACECy'WALL•PANEL BRACED.' WALL•PANEL 3 -16d @ .16° .O,C. ALONG BRACED •WALL PANEL PERPENDICULAR FRAMING , :CON.TIN'WEUS: RIM • OR•,SAND• JOIST FULL HEIGHT • BLOCKING CONTINUOUS ALONG LENGTH 4F BRA CED WALL AIEL . ' dxc1 . W .8.. :. ..'• 'I'B'T�1'W�►pR•WI''fi•I;`r'4Vti • • STRAP'•. itiW 't'Sltfitii�tg51)RatiBAiHlNr. • .. .P - •.....aN :;:.'.';..'`T toil g6R'i+ :..,00MR4tiNQR:, t' 1N 1"..bttiti,.. • rrobi1!i liF#CSYVN ANCi 3'!O;iC 'ils0'1�1i�i PRA RI RtuNf# (ffi?tJNbI� i51;t C1C(Ptla('/ HD Sifi1+ ) `i'1tP, MINiw14'T0.0.. t "•. t :i'!1�IE.aTtiitif:tf'r`000**.... lyUk .W1 eIItittosE: iTW611Ui ''O1VYO' Itir t MIN..2X4'IrRAMIFit3 :Mint. ; 2fdl PO E .wr *ALL PANEL 4•• gd; @.6 :C ALONG BRACED'WALL:PANEL a1 CED'NALL PANEL- NNA$LS At EAACH • BLO* NG. MEMBER.. BRACED WALLPANEL BRACED WALL PANEL: 16" 0.C. ALONG. Et ?WALL PANEL•' :~ 3'i d;.;: 1 :5. BRACE! .1N1 ,C. AI�QP?1G. :•PANEL BRACED WALL.. PANEL. 3-1Sd At EAGh1.: BLOCKING MEMBER SEE '61:OION'rafi2,104.3 • C.nN'TINuCtuti ::RIM ' OR: ANO FRAMING.. QtREOILV I FLOW ALLi�A•`., .,. fi�16d NAILS EAGH'S10.E PuLL HEIGHT BLOGKING.@ as: ALONG'BRAAEI WALL TABLE f 602.10.'it (2)' BRACING REQUIREMENTS,BASEb•DNS6r8MIc DESIGN CATEGORY (ASA FUNCTION O{":BItACEO WAL t:INE LEHc 1 ) SOIL GRASS •D" . WALL'REtGHr ir: yo'FT • td PSF.FLOOfDEAD LOAD . 1S PSF ROOF /CEILING DEAD'i OAD BRACED WALL' LINE SPACING •. ,28'Fr . . MINIMUM TOTAL t.ENSTH (t t) OF BRACES WALL PANELS 'REQUIRED . . . ALONG E*CH BRACED WALL LINE • Seismic Design Category (SOC) story Location. graced Wall Line Length . 10 - Method LIS • • NP •'METHODS Deis, 'SFS, GB,'PBS, PCP, HPS . 4.0 Method WSP 2:5 w Continuous Shen in • . • 2.1 • • 50C Di : 20 . NP 8A) 5A , 4.3 30 '' NP .. . '12 :0, 7.5 6.4 ' 'NP ..16:0 . • . 10.0 8.5 : 50 NP 20.0. 12.5• 10:6.., ! I 1 ' �_ /' . : :.. . 10 NP • .7S . 5.s.. 4,7 . 20 NP:. 15 :0, . . 11.0 • . '9.4•.. • 30 NP 22.5•. . 16.5 14.0 • 40 .NP 30.0 y 22.0 18.7 . 50 . 3 7 . 5 . ... • .27.5 • 23.4. 9.5 :: 40. A le rk. 1 � . `. • :10 •NP . . . NP NP NP 20 NP NP . NP • NP 30 NP. NP ; • NP .. • NF'•• • •. • 40 tip .. NP N NP • • 50 • N1 TTP : . • NP. • NP TABLE R602.1O.1.2(1) BRACING REQUIREMENTS 8ASEQ ON WIND SPEED ftas H tirnCtien 8f'hre It Hn snn&i eyY EXPOSURE '0AA1EGOft:9; 3O PT MEAN ROOF HEIGHT. io.fl. SAVE TO RIDGE HEIGHT,' ' • to.F`I`.WAL1: NEICIHT, 2 BRACED WAIL LINER • MINIMUM TOTAL LENGTH (feet) 0P BRACED WALL PANELS REQUIRED ALO EACH OrtACEb WALL LINE • . basic wind Speed y • (mqh) , Story • LoCallon Brewed Wall. Unb OPars'lng'(reet)• . , • Method LIB'•^ Method OR • ' . (double rallied)° . Me'tthid #OW%, ' WSP, SFO; PCP, NOV • Codtilhuouit.' Sheathing.'_, 1.5, ' 585. (mpo) 10 ' 3..5 3.5 2.6' 20 . 6.0 . 6.0 , 33 30 8.5 8.5 5.0 4.5 • . 4Q 11.5 113 6.5 ....< 53 50• 14.0 14.0,. 8.0 • 7.0 . :60 . • , . 16 :5., 16:5 9.5•„ _ ,.. 8.0,. • . 10, 6 :5. 6.5. : .3.5.•... . 3:0 ' 20 • • 113 114 . .:. 6.5 • 5 :5... 6 . • , 30• . 16.5 • 16:5 9.5 8.0: 40. x1.5 2i.•. ' 12,5 10.5. 50 . • 26 :5 26.S. • 15.0 13.0 60. n5 31.5 _ 18.0• 15.5..• 10 . • Nl' • 9.0 . 5.5 0 • . • 20 • N1 17.0 10.0 , 8.5 30 NP 24.5 .. . • 14.0 . 12.0 • • • 40 NP 32.0 18.0. ' • 153. 50' 4P 39.0 22.5 •' 19.0, 60 NP 46.5. 26.5 22.5 .ALIGN VORTICA. JOINTS Sty 1 .1 "• BLOC O HI0141 ; JOIN•S WEND SHEATING'T'O • FOTN. SILL PL, :BR4CE.WAi ,.I NES.r.BWL'y + • •EVERY(; WL j .SHALL'HAVE•A BVV. ' : AND'AT:LEAS'T'•a5'FT: b:C.' • • tAL .•N • :..' 4 E0:3 � fl,•: IEWED FOR ODE COMPLIANCE. . APPROVED JAN i '0 2013 City of Tukwila BUILDING DIVISION Elva BWP..SHALL 8E: PERMITTED BEGIN •8 FT. 'Fit i .! PROVtt Et 'metigb OF1 A RWP. cLoget 111TH l HAVE.A.`i1EDN4: WiTH 1800# CAPACITY CLOSEST•TIO :TW AND TO THF: FDT, OR FRAMING BELOW. . WHEN;C:BBWP J.IS NOT LOCATED AT EACH ENO OF (BWL COUEOTOR SHALL BE PRoVIo , 1/2"0.A.13. 7" EMBEDMENT OP 60" Q.C. FOR ONE STORY., 5/8" 0 A;t :: W/ W /8" X S" X 1/4" WASHERS/ •7' EMBEDMENT c ' 48" 0..0 :FOR /WO .STORIES: .. • f NTIi O0uS.Ft NOATION IS REUI N .QF••BWL. LL• FINER' MIN., pr PANELWIO 1 W WHEN' GYPSUM" BOA O.ON'''i'WO SIDES C E1Nt :: • minks °'H4'I ..i ANELWit T.HWItIEN1/2 ".41•'pSWM: EiI : $SfOLACEt 1N`i NE FACE. NLY. SECURE:GA/ WITH '60. DRYWALL NAILS 61.7" AUBN•VERT: Ji 1NTeS' O /' STUDS • 1. 1/2".81.41(.. HtR(; JCiiNT RECEIVED GITY.OF TUKWILA OCT 052012 PERMIT CENTER woo* IE L ::;t tl :.SHALL BE.SUFOORTEO ON C;CNTII' LIC l la MTN. Aft NTEFl1/ALS:NdT�EX : • tbJNC 50 F' `, . IN TWO STORIES .SLOG: BWP$HALL BE SUPPORTED ON C';MNTINU US•I bTN., EXCEPT WHEN:THE.' HT:' OF THE' CRIPPLE' WALL NOT EXCEEd 4 Ft OR' R tigt • 1 ::1BWP. IS SUPPORTEb°BY•OBL.AFL JOIS t tiPt FLOOFI EAIVI; ANA THE 'DISTANCE 8ErWEEN BWL.'0O'S••NOT EXC E TWICE•TH.E BLDG. VVit TH•MEASUt1Eb PARALLEL TO BWP. • III • • • • , • • . '••• • • ; • • • ING FIRE HYDR EARTHWORK QUANITIES IE: 110.16 (NEW 18"CPEP) EXISTING 15'-18" CONC. PIPE TO BE REMOVED IE(N): 109.74 IE(S): 109.54 S=1.33% EXISTING DRIVEWAY ACCESS NOTES: 1. THE PURPOSE OF TRACT A IS TO PROVIDE A PRIVATE ACCESS DRIVEWAY TO LOTS 1 THROUGH 4, AND TO PROVIDE AN EASEMENT FOR PUBLIC AND PRIVATE UTILITIES AND PRIVATE DRAINAGE CONVEYANCE FACILITIES FOR THE BENEFIT OF LOTS 1, 2, 3 AND 4. OF THE HEREIN SHORT PLAT. 2. LOTS 1, 2, 3 AND 4 SHALL EACH OWN AN UNDIVIDED INTEREST IN TRACT A. 3, LOTS 1, 2, 3 AND 4 SHALL BE EQUALLY RESPONSIBLE FOR MAINTENANCE OF THE PRIVATE ACCESS ROAD, HAMMERHEAD TURN-AROUND AND ASSOCIATED DRAINAGE FACILITIES. • 4. NO DIRECT ACCESS IS ALLOWED TO 44TH AVE. S. SCALE: 1 inch = 10 ft. Cip.=_i PORTION OF NW 1/4, SE 1/4, SECTION 10, T23N, R4E, W.M. EXISTING STRUCTURES TO BE REMOVED 4T-24" PROPOSED RIM: IE: 105.99 (8' IE: 106.09 ( PROPOSED FIRE HYDRANT 0( TING ON'C. PIPE (N): SSMt41 112.168 NOR ±H) "EAST) SSMH T-6 RIM: 112.56 IE: 105.72 (8"NORTH) EXISTING IE: 105.82 (8"SOUTH) PROPOSED IE: 107.22 (6"WEST) 'EXISTING IE: 105.82 (6"EAST) PROPOSED BASIS OF BEARINGS: HELD CENTERLINE OF 44TH AVE. S. PER PLAT OF HILLMAN'S MEADOW GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION 1, VOL 12 OF pLATS, •PAGE 64. DATUM: NAVD 1988 S 90°00'00" E 250.00' • 132.00' EMERGENCY VEHICLE TURN-AROUND ACCESS EASEVENT FUTURE RESIDENCE PROPOSED 6" PVC ROOF & FOOTING DRAIN S=0.0200 FT/FT FUTURE DRIVEWAY PROPOSED SSMH#2 RIM: 113.98 1E: 106.90 (8"WEST) IE: 107.00 (6"NE) IE: 107.00 (6"SE) PR POSED CB3 (TYPE 1) GRATE: 113.75 IE: 111.54 (8"WEST) 1E: 112.04 (6"SE&NE) 18.00' FUTURE RESIDENCE N90'00'W 0.00' FUTURE DRIVEWAY REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 0 2013 • \t CPO T N 1 1 1 1 1 1 - 71 ; ED "TRACT A S 9000'00" E 100.00' 3,897 SQ.FT. PROPOS ED 140'-8" CPEP STORM, S=0.50% PROPOSED ip 6" PVC ROOF & FOOTING DRAIN S9000'00"E EXISTING DRIVEWAY • PROPOSED CB2 (TYPE 2-48") GRATE: 112.53 IE: 110.00 (18"CPEP SOUTH) NEW iE: 110.00 (18"CPEP NORTH) NEW 1E: 110.84 (8"CPEP EAST) NEW IE: 111.00 (6"PVC NE) NEW FUTURE :DRIVEWAY FUTURE DRIVEWAY N00'00'W, 5.00' N90'00'W 20.00' FUTURE RESIDENCE SSMH T-6 RIM: 113.04 IE: 106,53 (8"SOUTH) IE: 106.70 (6"EAST) IE: 108.03 (6"WEST) 18.00' •p p ROVED EMERGENCY VEHICLE TURN-AROUND ACCESS EASEMENT ------ 20.00' P'''OPOSED 6" PVC SANITARY SIDE SEWER S=0.0204 FT/FT 132.00' 118.00' EXISTING DRIVEWAY EXISTING 8"PVC STORM PROPOSED 6" PVC ROOF & FOOTING DRAIN S=0.0200 FT/FT S90'00'00"E 250.00' DRIVEWAY CROSS-SECTION A-A NOT 10 SCALE 20' WIDTH ASPHALT UTILITY LEGEND EXISTING DRIVEWAY PROPOSED CB1 (TYPE 2-48") GRATE: 112.85 IE: 109.88 (18"CP SOUTH) EXISTING IE: 110.32 (12"CP WEST) EXISTING IE: 109.88 (18"CP NORTH) NEW IE: 110.71 (8"PVC EAST) NEW \IC OVERHEAD POWER EXISTING -WATER v Al\. (8"D.I.) EXISTING \ATURAL GAS S- -r- EXISTING SA\ITARY, SEWER MAIN (8"PVC) PROPOSED \ATURAL GAS PROPOSED UNDERGROUND POWER & COVvU\ICATIO PROPOSED 1" 200 PSI POLY WATER SERVICE -LI\E RECEIVED CITY OF TUKWILA OCT (1,5 2012 PERMIT CENTER P G • EXISTING 18" CONC. PIPE S=0.03% 2" CLASS B ASPHALT (COMPACTED DEPTH) 4" CRUSHED SURFACING TOP COURSE (COMPACTED DEPTH) GRAVEL BORROW AS NECESSARY APPLICANT: DRIVEWAY CONSTRUCTION NOTES: 1. THE LOGITUDINAL SLOPE OF THE DRIVEWAY IS 1.50%. 2. COMPACT 12" MIN. DEPTH OF THE SUBBASE AND ALL SUBGRADE MATERIALS TO 95% MAX. DENSITY PER ASTM MODIFIED PROCTOR. ALLIANT ENGINEERING & LAND SURVEYING, INC. 4/2/06 DATE ADDED 15' ESMT TO HAMMERHEAD, RELOCATED DRIVEWAY 1 & 4 PALWINDER MUTANI 24017 113TH PLACE SE KENT, WA 98030 (206) 501-6467 REVISION EXPIRES 10 DRAINAGE & PAVING. PLAN SHORT PLAT L06-004 • SITE • ADDRESS: 12044 - 44TH AVE. • S. TAX PARCEL •NO. 3347401120 AELS PROJECT NO. 05010 SHEET. 1 OF 1 13.