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HomeMy WebLinkAboutPermit D12-324 - MULTANI - LOT 3 - NEW SINGLE FAMILY RESIDENCEMULTANI - LOT 3 12046 44 AV S D12-324 City oftukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Inspection Request Line: 206 -431 -2451 Web site: http: / /www.TukwilaWA.gov COMBINATION PERMIT - NEW SINGLE FAMILY Parcel No.: 3347401122 Address: 12046 44 AV S TIIKW Project Name: MULTANI LOT 3 Permit Number: D12 -324 Issue Date: 01/14/2013 Permit Expires On: 07/13/2013 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 2731 SQ FT SINGLE FAMILY RESIDENCE WITH 685 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: EROSION CONTROL, LAND ALTERING, WATER METER, SANITARY SIDE SEWER, STORM DRAINAGE, AND UNDERGROUNDING OF POWER. ALLENTOWN WATER & SANITARY SEWER ASSESSMENT FEES. TRANSPORTATION IMPACT 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: $348,225.97 Fees Collected: $32,423.43 Type of Fire Protection: NONE International Residential Code Edition: 2009 Type of Construction: Occupancy per IBC: 22 Electrical Service Provided by: SEATTLE CITY LIGHT ** *continued on next page * ** (Inn- IRC:- SF7 /1n f119 -394 Printari• n1- 14 -9n13 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 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: 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: C Date: I 1-{ (3 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 performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit Signature: Print Name: Date/ r! L r- (1g 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. rinr. IRC:- SF7 /1(1 r)17 -374 Printart• ol -14 -71113 9: There shall be no occupancy of a buildinOtil final inspection has been completed and "'roved 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. dnr. IRr -SF7 /1 n f117 -174 Prinmpr1• n1- 14 -7n13 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 Public Works 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 sprinkler 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 10 cubic yards of cut and 10 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 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 sprinkler systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 51: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below rinr: IRr- SF7 /1(1 1117 -394 PrintAd. (11 -14 -9(113 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. rinr. IRC- SF7 /1n 1117 -374 Printari• O1 -14 -7(113 CITY OF TUKW Community Develop Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98'188 http://www.TukwilaWA.gov 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 n' King Co Assessor's Tax No.: Site Address: . /ZO `7"� 4'¢ ' At/ g So. PROPERTY OWNER r' : `1Q:'=74.'71-;; Name: Phi VC r,W/ ipe-g-> / - kit.r4, % / . Address: Phone: zy, ,G5' ?) 6E 1 S Fax: -Z,s--3 —75.6 _ 0 3 ��I . City: State: Zip: • CONTACT - PERSONr person receiving alliprolect cominunica ion r ' . 4 s.; a , a° • . . • ✓... .. Y 't. is• i 6 ':.L 7a1.Y9 1, . .. -!. lY ......Y`y.. f:... Name: A eMA is" co ty, iA Address: a ,o4 / Ap tte , /. 5c. ' City: i/ t State: um . Zip:n030, Phone: zy, ,G5' ?) 6E 1 S Fax: -Z,s--3 —75.6 _ 0 3 ��I . Email: At! �vA 2 1co � Ac, L . GENERALt.,.. - RACTOR4INF 0#1.ON , a,,: ' Company Name: Address: Architect Name: City: State: Engineer Name: Zip: Phone: Fax: Zip: Phone: Contr Reg No.: Exp Date: State: Tukwila Business License No.: Phone: Fax: 334.74- Of/12 `ARCIiITECT OF RECORD S t ^ �a Company Name: Architect Name: Address: Engineer Name: Zip: City: State: Zip: Phone: • Fax: Email: State: Zip: :ENGINEER OF:_RECORD s" Name: Company Name: ' Engineer Name: Zip: Address: City: State: Zip: Phone: Fax: . Email: .' i:EN DER / BONDUSS[!ED(required "for<projects $5 ;000 -tor greaterpeiRCW;1927.Q95) r. � ' xx ;. s� 'T, Name: Address: City: State: Zip: H:\ApplicationsWorms- Applications On Line\201 I Applications \Combination Permit Application Revised 8- 9- 11.docx Revised: August 2011 bh Page 1 of 4 :PROJECT INFORMATION: Valuation of project (contractor's bid pri Scope of work (please provide detailed information): ©f A ,JGci, 'FR fly /C/L 7TAe4e72. DETAILED BUILDING`INFORAMTI , PROPOSED` SQUARE . 'FOOTGE Basement lst floor 137/ rd floor i Garage ® carport ❑ Deck — cove{ed 0. uncovered 0 Total square footage 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. EQUIPMENTAND FIXTURE INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: �7 d36 Value of mechanical work $ furnace <100k btu thermostat emergency generator Z appliance vent wood/gas stove fuel type: ❑ electric gas 4 other mechanical equipment PLUMBING: e)6 Value of plumbing /gas piping work $ (oSOO 3 4 bathtub (or bath/shower combo) dishwasher lavatory (bathroom sink) water heater (gas) bidet floor drain sink lawn sprinkler system H:\Applications\Forms- Applications On Line \2011 Applications \Combination Permit Application Revised 8 -9 -1 l.docx Revised: August 2011 bh „ t ventilation-fan connected to, single.duct water heater (electric) clothes washer shower 3 water closet gas piping outlets Page 2 of 4 PUBLIC$WORKS ^PERMIT NFORM1 Scope of work (please provide detailed information): Call before you Dig: 811 Please °refer to Public'Works ^Bulletin #1: for fees and estioiate sheet. WATER DISTRICT ❑ .. Tukwila ❑ ...Water District #125 ❑ .. Letter of water availability provided SEWER DISTRICT., ❑ °. Tukwila ❑ .. Sewer` use certificate ❑. °° Highline ❑ ...Valley View 0... Renton ❑ ...Letter of sewer availability provided ❑ .. Renton ❑ .. Seattle SEPTIC SYSTEM: ❑ .. On -site septic system — for on -site septic system, provide 2 copies of a current septic design approved by King 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) 0... Geotechnical Report 0... Maintenance Agreement(s) County Health Department. ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ .. Right -Of -Way Use - Potential disturbance ❑ ...Construction/Excavation/Fill - Right -of- Way... ❑ ❑ .. Total Cut ❑ .. Total Fill Cubic Yards Cubic Yards 0... Work In Flood Zone 0... Storm Drainage -or- Non Right -of -Way.. ❑ ❑ .. Sanitary Side Sewer ❑...Abandon Septic Tank ❑ ..Trench Excavation ❑ .. Cap or Remove Utilities 0... Curb Cut ❑ .. Utility Undergrounding ❑ .. Frontage Improvements 0... Pavement Cut ❑ ..Backflow Prevention - Fire Protection ❑ .. Traffic Control 0... Looped Fire Line Irrigation Domestic Water ❑ .. Permanent Water Meter Size " WO # ❑ .. Residential Fire Meter Size " WO # ❑ .. Deduct Water Meter Size ❑ .. Temporary Water Meter Size SI " WO# ❑ .. Sewer Main Extension Public ❑ - or - Private ❑ ❑ .. Water Main Extension Public ❑ - or - Private ❑ 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 \Combination Permit Application Revised 8- 9- 11.docx Revised: August 2011 bh Page 3 of 4 PERMIT- APPLICATION NOTES :- APPLICABLE'TO. ALL PERMITS IN THIS A PPLICATION Value of construction — In all cases, a e 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 OWJWR OR AUTHORIZED AGENT: Signature: Print Name: Ley . Mailing Address: 2-0v C' 4 / 2- Iil, • Pew S E H:Wpplications\Forms- Applications On Line \2011 Applications \Combination Permit Application Revised 8- 9- 11.docx Revised: August 2011 bh Day Telephone: 7T Date: 2s-3-6.0 (f15 !� 7efo o, 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 fdes PROJECT NAME l 3 /Nl ULTAT4 1 PERMIT # j / — 3 2f (� 204(0 - 4401 Avt s') If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Z Water /Sewer /Surface Water 21 Ct) Road /Parking /Access A. Total Improvements 'OOO 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 75 $250 (1) 5. Enter total excavation volume 10 cubic yards n Enter total fill volume 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 1s1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for Is' 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees (4) (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 RECEIVED CITY OF TUKWILA OCT 0 5 2012 PERMIT CENTER • BULLETIN A2 , • TYPE CPERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES :DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance /Inspection .Fee (3 -C�-k $ (6) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement mitigation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7- 5t(33 %) $3.30 5 -2 (2.5 %) $2.50 2 -1 (10 %) $1.00 0A ' $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. u (8) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for lst 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 lst 10,000 CY plus $66.00 for each additional 10,000 or . fraction thereof 1.00,001 or more `�'-'' `'' $919.00 for lst 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 6. Permit Issuance/Inspection Fee (B +C +D) $ ,e-ee- (6) 7. Pavement Mitigation Fee $ The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. (7) s° $ 23 ' (8) QUANTITY IN CUBIC YARDS RATE V 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* Go Lc D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al " CA"4r, E wlo, At- LiekiNeE (R CFG) Gao Total A through E $ 6‘, 30 ---07ee— (9) i 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ SSSS Z- 20 B. Allentown Sewer (Ordinance 1777) $ log 1'9 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 $ /013 Total A through I DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ 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. Approved 09.25.02 Last Revised 01.01.11 Temporary Meter 0.75" $300 2.5" $1,500 3 L7,ctyo I/9/1-2_ Z 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 L7,ctyo I/9/1-2_ Z 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.: 3347401122 Address: 12046 44 AV S TUKW Suite No: Applicant: MULTANI LOT 3 RECEIPT Permit Number: D12 -324 Status: APPROVED Applied Date: 10/05/2012 Issue Date: Receipt No.: R13 -00307 Initials: WER User ID: 1655 Payment Amount: $29,806.43 Payment Date: 01/14/2013 03:39 PM Balance: $0.00 Payee: MULTANI CUSTOM HOMES LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1173 29,806.43 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES CASCADE WATER ALLIANCE 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 TRAFFIC MITIGATION FEES WATER - ALLENTOWN /RYAN WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE 000.322.100 3,526.15 640.237.500 6,005.00 90830402.5000.5304.XXXXX 922.00 000.322.102.00.00 189.00 90330109.5000.5301 XXXXX 1,426.00 000.345.830 10.00 000.322.103.00.00 252.00 000.342.400 23.50 000.342.400 75.00 402.379.004 10,189.20 640.237.114 4.50 104.367.120 1,013.88 401.379.004 5,555.20 401.379.002 60.00 401.342.400 15.00 401.245.100 490.00 401.343.405 50.00 Total: $29,806.43 rinr. Rpr.pint-OR PrintP.rl. n1- 14 -7n1'� Cif, 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: 622. 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 INSPECTION RECORD Retain a copy with permit INSPECTION 0. PERMIT NO. 0 OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670, Permit Inspection Request Line (206) 431 -2451 Projec : t �_ „ Typ ,Inspection: _ /� / Address: 140'1 f "44 r= /� A VL Date Called: OK- a;.( Az-1, Special Instructions: 3 Date Wanted(� / a Requester: \ Phone No: —501— (/7( 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: DelJ''\` `l.2 MteTe t c) - (9 /i ser( OK- a;.( Az-1, 4 -t. t� kik 4A-4 -N-S \-A—.0.1---1-:- _- Ir\ ector: Dater n REINSPECTION FEE REQUIRE( for to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 INSPECTION NO. 1712--32,y Project: _ r Afi Al/.�� Type of Inspection: , I mo, nrj �S l v e k: `' S LL fit d ( A- l ' S pA & .,/ Address: az, y‘-- 4/" /At S Date. Called: r tI USA _ 5 . A-1t ( ASo d2.. cvkt *d c.2 L, 41 . 147% Special Instructions: Date Wanted:. /�/ / a.m Requester: gel A . A y r.STA--1 Mujr + eve_ per Ott r M-0" drACAM _eY fOr A i c ..r 4 C es 1.0( (.,R r` T L-P S e oAl FFr-a M S f P er Phone No: 0 Approved per applicable codes. Corrections required prior to approval.; COMMENT . (MO( c"9 ., v Aez), Sf Ace_ e ( �u l v e k: `' S LL fit d ( A- l ' S pA & 6 °VAT / -5ove oArA 6e: La16..(3) /L Se_Artir n Q' TY-e/ k_S ( r -U,6 c..e.; r tI USA _ 5 . A-1t ( ASo d2.. cvkt *d c.2 L, 41 . 147% 7 Ave_ .41.p p k.p pr 0 e r 1,`,j u) )A-1 -Ed p tip /T: it-rtt<A4) 7 ilPet A = be utipPej A tt r Cn `AA 0p-e_r. cid '; F T :4S 1 M J De ,tom`% 6 6s-e r ti; (4 %. n gel A . A y r.STA--1 Mujr + eve_ per Ott r M-0" drACAM _eY fOr A i c ..r 4 C es 1.0( (.,R r` T L-P S e oAl FFr-a M S f P er sr r t.44 Inspector: " Date: n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. :eQ 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- 367.0 Permit Inspection Request Line (206) 431 -2451 Proje ik4i %1- Ali ct1 ri>'4 ACa E....n(414 u5 Need T. 8 Type ofpection: h„..f-A-L----_,) K- //�� /JT— 1,Jyt`I ' .O 2 r 0 I `f e- .L.`I & ,ei)i A -c ._• A-171: (J 0 Address: '7t. ►h ,er & —r i e h, r6Q4 e '-o Co At Date Called: p( IA-r. A,,r s- /terAt ,iJ4AR_ ti-or /ee!j .. mYsT 8e 1 1,i Aec8 n.G k)01-2) izia Ira 44 Special Instructions:. �/ `` / Date Wanted: �f — .'4 �� p.m. Requester: Phone No: " Approved per applicable codes. _ I Corrections required prior to approval. COMMENT . r 4,11 Anil- it' %rat cice:t @..., %1- Ali ct1 ri>'4 ACa E....n(414 u5 Need T. 8 I/as —E. 4 of prcP�r (i cp 1( 7 .h r � 7 f cQrA,.`7- (0 xr:e_J - --� ,,.. —. ; _s/� vim' c //�� /JT— 1,Jyt`I ' .O 2 r 0 I `f e- .L.`I & ,ei)i A -c ._• A-171: (J 0 Sri— e4 .4 A-✓fir 1 it.. 1.e(3 1,1 oAte_ oI wer ita ►h ,er & —r i e h, r6Q4 e '-o Co At AO3tt..- ` AS-NAe . r ticks -u- u- p/" A4e4 p( IA-r. A,,r s- /terAt ,iJ4AR_ ti-or /ee!j .. mYsT 8e 1 1,i Aec8 n.G k)01-2) P A c1(ke aCJ'f F A °/1-2--",k7-4-ft \ (A460 . 0 e_,)erf"r o r A4 .1 � I AG*/ Al YOB! 647Z -AV (kill S /t -wbt- fry AI( 4 (Ail) *why IoM 14 .444 te.oA1 4rtli. ril Aee A4 -DO WA/ Date n REINSPECTION FEE REQUIRES Prior to next inspection, fee Must be paid at 6300 Southcenter Blvd., uite 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 ■2— .)I2 -3Zy Project: M Lt LTA Nr ) y-r-- - Type of Inspection: FI NA L- Ale° 1, ww le L Address: I in LI C y Li >a V S Date Called: `� ?Ili I� t�l_b; nI� - (IIS r l �I k)E. Special Instructions: Date Wanted: S -2;- t3 a.. T Requester: Phone No: DApproved per applicable codes. DCorrections required prior to approval. 4r COMMENTS: N Inspector: Date: n REINSPECTION FEE REQUIRED. Prior to next inspection..fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSP CTtON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 F.__ (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 'II INSPECTION RECORD Retaita j y with permit PERMIT NO. Project: _ 1v1LiL1 \(. L 1-37- -- Type of Inspection: h-1 P∎Li` 6dioNlC0i {°° Address: g'01-1(, 1- i 4 i 1 v c Date Called: , - 1-312L,rvib 1 i'-'' 6 ASP 1 PT Special Instructions: 0JJPhoneN A I A FA Date ted: a.m: Q,..„6-...1 t" m: Requester: ,)- -6c1 -(44 67 LJApproved per applicable codes. Corrections required prior to approval. COMMENTS: G as s;ON/E Herr 1 4040-17);...)4_. ;) illAs4e - h kin' 1-11 A &1 i‘t-S tlili _-ro Ao i eva i4‘ H v/1< Stfst6'4► -1YON ,C3 h —f keg' i-t-,, -i pert , , Insp • t�ir: (.w.4i I CA xA1r t _4 Date EINSPECTION FEREQUIRED. Prior o next inspection, fee must be pill at 6300 Southcenter Blvd., Suite 1 O. Call to schedule reinspection. 413 INSPECTION RECORD Retain a copy with permit ,D 17-3M INSPECTION NO. ,PERMIT NO. CITY OF TUKWILA BUILDING DIVISION G 6300 Southcenter Blvd., #100, Tukwila. WA 98188 �pp (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 i'� Project: fuJ 1`t--AA: Ty a of Inspection: • f� t; kI L keS ] (vmot.! Address: 1 '2,04(4, `Ts, 44 A -VP, -- Date Called. ICS F Special Instructions: Date Wanted: ,/a.mi Requester: Phone No: (0 / 7 Approved per applicable codes. COMMENTS: Corrections required prior to approval. A4 pJGk_e, 2srAad Ins • ector: Date: n REINSPECTION,FEE RE' UIRED. Pr' r 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 r?. (206) 431 -3670. Permit Inspection Request Line (206) 431 -2451 \- Dr2 -321 Proje/ ■ Type o sp1ecctio Address: r� t 2-0 4 44 _ Avt Date Called: Special Instructions: et cr 3 Date Wanted:,,, -. --f -(3 ' ..a.icl p.m. Requester: Phon f 5.0 i ......4 tv Approved per applicable codes.. Corrections required prior to approval. COMMENTS: 0. I i pector: A Date:. r -- 4 3 n REINSPECTION FEE REQUIREI)Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • _ . 1=-4-1 INSPECTION RECORD --�� Retain a copy with permit..) l 3 21 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Qr' (206) 431-3670 Permit Inspection Request Line (206) 431 -2451 Projec t/ l t ( Irr A of 4 t46. `ult. v� "' ri AdrL� s-A✓� f {dlcir ..Rpp Special Instructions: § ,,, ' `'`• Date Wanted '4: �m�\ (1 --1 p.m. Requester: Phone No: r (i4(0 7 Approved per applicable codes. �. ❑Corrections required prior to approval. /y. COMMENTS: '.."--t e&) I Inspector: Date; ( �3 ❑ REINSPECTION FEE REQUIRED. Prioi- to next inspection. fee must be paid at 6300 Southcenter Blvd..'uite 00. Call to schedule reinspection. INSPECTION RECORD D Retain a copy with permit D ( 3 24 INSPECTION NO. PERMIT NO:. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 .(206) 431 73670 Permit Inspection Request Line (206) 431 -2451 Project:. t/ � r 12-LA-N: Type of Inspection: t!'AM Address: n 44f 1 V Date Called: Special Instructions: fS 1 3 Date Wanted4 / — , m.. p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: f' kkcf �P Inspect" KJ] Date: t n REINSPECTION FEE REQUIRED. Prior to next inspection; fee mist be paid at 6300 Southcenter 1 lvd., Suite 100. Call to sche'duleieinspection.. INSPECTION RECORD Retain a copy with permit 23 INSPECTION NO. PERMIT NO. C/ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 R (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Projajcr 1 —. . /V \ tfC L'1 • ,/ 1 T OM \ .rE r J Ur C., -e, _ cJ p , • ..'° Type of Inspectio d �/ ,ji, �"rgr. ./" re /�t�U'l, \ Address. 0� Date Called: Special Instructions: 1L �� P.l Date Wanted: /, `a�.r.m. — 13 i --C p.m. Requester: !hope No:(` 0 (— 6467 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: o 'gyp jf-. �\ J o, /, c4 ,/ 1 T OM \ .rE r J Ur C., -e, _ cJ p , • ..'° 2 4 J �_.-) %).-, D' T 4 r ��� ( C ' S ,tRc,�.f. �? I.iL) 1 c AA ( _'SuDDL /. tJ ,/-n Re )-A--0 t.S P _3 'kt , , Atli i L P.l �. Vi :--- u iSI ki-}l 067--- (4/6 — 'J , F 5pr)Aj` i c� J�-e� : S S`, CA fp.J 6 i k (-?, .IffikAckei __.. \IC P e CCP) i\--X..51.-j 0 J.)\L.g..-ti 3e-A-M. (.__,b. frb_b-le-e-diStrilys Gto M @_)&d‘tv4-3(k. Inspector: l • Date: ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule r 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 -3676 Permit Inspection Request Line (206) 431 -2451 Proje t: 0 I'i A-1v I Type of Inspection: ik-t, u (lit- J-4-) ice. , Address: TA I?,D4(e, 44 1.vf_ Date Called: el- Ndi--K-03v J1.D A witiai e . Special Instructions: 1 (0-r-4r3 Date Wanted: :: -2S -( ,:/ a m. Requester: /- ,.. j..j it of &L,r Phone No: 4 s0(_(.646 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: r-1 t 1(03 ,-60-1(/.\ L °CO 4 MP el- Ndi--K-03v J1.D A witiai e . S NO ,Si oPP tit‘ 5Ae i_j_.. -- i�°�� >/ I P : is lA YHA (tl C��JJ l'i -i J/ 1`Y 0 M. icp 404 M& JL/ fin 0,1e f ,.. j..j it of &L,r 11 Dat -i3 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 x(206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pc/ I 2, -32-1- Proje t: .. _ . �,., l h it! o Type of Inspection:.` ( -o t3 G t�- Me( - Address: //� j=�- Date Called: Special Instructions: e� l% Date Wanted: a.m. ,� -r� 3 1..— �� Requester: Ph".V.91o` 5v1 -t40,467 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: (`i) Ipt.t IJ € d <k 'Nf ; aNi -F- d eoN i.- t lnsp 'ctor: j,R'EINSPECTION FEE REQUIRED. Prior to paid at 6300 Southcenter Blvd., Suite 100. Date: ,3_l -; -- I next inspection. fee musfFie Call to schedule reinspection. 1 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 1 Z. -324 Project: i Type of Inspection: -., / R C-4, v G (- . -.4--a 6 : 1 t . *Ai' Address: 7t- Date Called: Special Instructions: �� `t �0 3 Date Wanted:. 3 .- ! 3 a.m. gyp. Requester: Phoe 60 - S 0 (— 40 (4 7 Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: A Inspect 'r: i \ nJR9NSPECTION FEE REQUIRED. Pilor to paid at 6300 Southcenter Blvd., Suite 100. Date: 3 next inspection, fee must be Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Q 2 -324 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 .' Permit Inspection Request Line (206) 431 -2451 ,Pro jept: u Ll �7v - TYPei ueo CT .� J/ JJi `f!C(� Address. 'rb, (/L04 44-,46 Date Called: Special Instructions: C ion if C ( Date Wanted _ 3. r /p m ,- m. Requester: OS Pe-)( ...�...y -PD (� -- Phone No: ic Approved per applicable codes. 11 Corrections required prior to, approval. '� COMMENTS: - ( bV--- k)� '1 f I OS Pe-)( ...�...y -PD (� -- S ic 1 ', 1 Insp cto Date --13 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 NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 FE, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 612.3241 Project: , AwIT A- is Type of Inspection: 51 ( 0E-i- 1 r Address: Date ledUA_ (I I-/ Special Instructions: • -- Date Wanted:z 13 a.m. Requester: Phpielo4:40 r`6(— Le4 (6, 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: /34 1 Inspector: ❑ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite' 100. Call to schedule reinspection. Date`3l) 1- � INSPECTION RECORD Retain a copy with permit +2 -324 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 Prot' lct ? l v iJ ( �' Type of Inspection: t 1)N 6 it I' f o r &/- Ad/dress: /� j'� Date-Called: Special Instructions: �t 1 177--"'3 . n� V' \ 0 Date Wanted: _ �� ' •au�,. P.m. Requester: Phgne Nob ....„5-0 f 6.4 /- Approved per applicable codes. Corrections required prior to approval. COMMENTS: r K c-t) 6( s'-\\.t\A i -. /NA\ `,n SAG -P l,Jke �' sl:c Ar o r-�`r A.0 ".% ( Inspectot�: Date:— 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 %'z (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 �' Projeg5t: i 71-31 ( d ( ` Type of I pection,� r '6 C I A-6 0/l4■ Address: ti 2,0 4ce � 'FL Date Called: Special Instructions::�- ( Date Wanted; (_ -7 a.m. Requester: Phone No: Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: J 1 Insp tor: fl 11 Ir Date - --t 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 INSPECTION!NO. • PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 t, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: - 1 t1 13-6,... A( A Typeo -Inspection: AA e e_. `i I uJJt dNe oft tr) J,j.. A- ( t Address: �� 7'1 1 2©41 zH --AL/ Date Called: (1__':_ Special Instructions: • )� S ( ° /�-- 1 6r-A`\- 3 Date Wanted: r a.m. � Requester: Phone No: one 3 - (040 -D Y4 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: A / . , " AA e e_. `i I uJJt dNe oft _ -er 1'.7i \ "" i dA 42 ,c4 " 5 -- (1__':_ 00J/r. Inspector: ti O tut) Date/1_,_ ' f 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 (206):431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: WA t 1... t A n.A._ k 61 -3 Type of Inspection: TO 61-1 t■l Address: t? O Ll h r-{ LI A v Date Called: Special Instructions: Date Wanted:. . a.m Requester: Phone No: Approved per applicable cods. COMMENTS: Corrections required prior to approval. rr) p IAr C¢' G) 5uv)e p lAtft Inspec or:, Date: t- n R INSPECTION FEE REQUIRED. Prior to rf xt 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-- PERMIT NO. CITY OFIUKWILA BUILDING DIVISION -6300 SgUtlicenter_13kid,',:#100, Tukwila. WA 98188 (206) 431-3670 Permit Inspeeiiiiii Flew:Jest Line (206) 431-2451 Pr oj2e-cti : t4A, .1-. 6( ‘ vi 1: - Lt" 4 S ectiFonu: Type of Inspection: ,i Address:. ' • 10f 4. Al v 5 , Date Called: i 1- 113 Special Instructions: ' ' . -. . Date Wanted: S 12-z - If 3 F(JZ Requester: Phone No Approved per applicable codes. Corrections required prior to approval. COMMENTS: - fit.O.kfte Sy s — . Fi.rate..1 -(e1,5 Frv7c41 +iv° r/k4 5kisf-e fn. F, (70, fed Y'04 -.1d.Sce4ted 441 c-ii;Odtd Inspector:- - 'Ff;retfel Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. call to schedule reinspection. — — INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter.Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 -Permit Inspection Request Line (206) 431 -2451 -Do 3a y Project: Type of Inspection,: Address: / 2 4' V%'e S Date Called: D Y/o /i3 Special Instructions: • :. f�_ 0 Date Wanted:. / 01 /Odll.3 Ca:rm.i PAIL Requester: Phone No: X600 /- 66/67 Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: t5 +C7 S c*' vnn ff r'. c:)C k eon 0-1-- be A, -A"tri- 1eSA- -I-1n e so i..+1,1 . Inspector: Date: II f7— I I3 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. jlj ':INSPECTION RECORD Retain a copy with permit INSPECTION NO.. PERMIT NO. 1)0.-3Y CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Projey : J Mk. /,t* tu.;AO t 3 Type of Inspection: S - : t-i ". PUS- 5 oR -35" sire .5-e per vi rktf ed Address: .i. 0 •- Vf ' S Date Called: o3 sJ13 buck -Fiiff. J2ea €f built Special Instructions: • o. to act'- I ie %-e r I ri 5ta r kol re -4-, Date Wanted:. 03A6 //3 C! p.m. Requester Phone No: 20(o 50/-6yC-2 Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: - : t-i ". PUS- 5 oR -35" sire .5-e per vi rktf ed 0..i, r-. t r stand araotS , UJU -ker -%St O -. vvi in ro/? tr,V d "61' bra , buck -Fiiff. J2ea €f built Prt'c o Pty El.lod . PI?t&(ed o. to act'- I ie %-e r I ri 5ta r kol re -4-, Inspector:. Date: f 2C 115 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1311 -32y _076 3s PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: /`)u I t'oih+ Sprinklers: Type of Inspection: S fr`h,ale r / �? not/ �i r /4,11 Address: Suite #: 1ZOLi' L/44, gt, S Contact Person: Occupancy Type: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: S3ciAkLer- 6, 0, I — ©�" rirc Fin,' / —Of( Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits:. Occupancy Type: Inspector: ,C/)/c-ti Date: 3'/123/1 ? 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 EXISTING SANITARY MANHOLE SSMH 1-6 RIM: 112.56 IE: 105.72 (8'NORTH) EXISTING IE: 107.22 (6'WEST) EXISTING 6'PVC CLEAN -OUT 8'PVC WYE 2 -8'x4' PVC REDUCERS 2 -41PVC TESTING TEES IE ELEV:106.09 4'WYE (IE 106.41) W /CLEAN -OUT EXTENDED TO WITHIN 12 OF FINISHED GRADE AND COVERED WITH 18'x18'x1/4' STEEL PLATE EASEMENT FOR SIDE SEWER IN FAVOR OF LOT 2 4' 90' BEND (IE: 109.89) — 10'- 4'PVC, S -2.00% PROPOSED 8' PVC SANITARY SIDE SEWER S= 0.0200 FT/FT 4'CLEAN -OUT (IE: 110.09) AT THE BUILDING WALL EXTENDED TO FINISHED GRADE. s v0070cr 250.07 REVIEWED FOR ODE COMPLIANCE APPROVED JAN 10 2013 S =. 200% 18'7 ■g PROPOSED RESIDENCE FINISHED FL00R: 114.90 MIN. GARAGE FLOOR H1/LOW: 113.33/112.89 CRAWLSPACE ELEV: 112.0 MIN. — 4'CLEAN -OUT (IE 111.00) AT THE BUILDING WALL. EXTENDED TO FINISHED GRADE. — AROUND EASEMENT PROPOSED RESIDENCE LOT 2 FINISHED FLOOR: 114.90 MIN. GARAGE FLOOR MIAOW: 114.90/114.46 CRAWLSPACE ELEV: 112.0 MIN. 3 .09700' E 11600' TRACT A WSTNL. FIRE HYDRANT PER =MLA STANDARDS CCSRNO DRIVEWAY SSMH T -6 RIM: 113.04 IE: 106.53 (8'SOUTH) IE: 106.70 (6'EAST) IE: 108.03 (6 -WEST) OSED RESDENCE 114.90 MIN. ■• 11 112.89 FIND GARAGE CRAWLSPACE ELEV: 112. MIN. INSTALL 19' -4' PVC SSS S =200% EWER CY VEHICLE tU , ACCESS EASEMEN 4'CLEAN -OUT IE: 111.00) AT THE BUILDING WALL. EXTENDE� TO FINISHED GRADE. PROPOSED RESIDENCE FINISHED FLOOR: 114.90 MIN. GARAGE FLOOR MI/LOW: 114.90/114.46 CRAWLSPACE ELEV: 112.0 MIN. OGST NO DRIVEWAY 4'WYE (IE: 107.42) W /CLEAN -OUT EXTENDED TO WITHIN 12 OF FINISHED GRADE AND COVERED 111TH 18'x18'x1/4' STEEL PLATE 4•CLEAN -OUT (IE: 111.00) AT THE BUILDING WALL EXTENDED TO FINISHED GRADE. 10'- 4'PVC, S -2.00% 8'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) Q wm UTILITY LEGEND aI rnI —s5— -- -SS- -- —SS- EXISTING OVERHEAD POWER EXISTING WATER MAIN (8'D.i.) EXISTING NATURAL GAS EXISTING SANITARY SEWER MAIN (8'PVC) PROPOSED NATURAL GAS PROPOSED UNDERGROUND POWER do COMMUNICATIONS PROPOSED 1' 200 PSI POLY WATER SERVICE UNE PROPOSED SANITARY SIDE SEWER APPROVED NOV 092012 City of Tukwila PUBLIC Works Prescriptive Energy Code Compliance for Single Family P ?oject Information A-lOc n Lo 7- 3 Z o 4 6 0 4 4 tic• AVE. So . and Duplex Housing: Zone 1 Contact Information AAA -464-1pip Le V VA Z.Sb04 120 tit. C. SE. Wtt • q w 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 details noted here must also be shown on the drawings (WSEC 104.2). This form is not a substitute for the energy code itself. To obtain a copy of the energy code, go to the following web address. http: / /www.energy.wsu.edu /code r ^.0% �rir Option Glazing �o Area: % of Floor Glazing U- Factor Door 9 U- Factor Ceiling2 Vaulted 3 Ceiling 12 Wall Above Grade a Wall int Below Grade a Wall ext Below Grade Floors Slabb on Grade Vertical Overhead11 O I 13% 0.34 0.50 Additional Air Leakage Control and Efficient Ventilation R-49 or Efficient Water Heating R -21 R -21 6 Small Dwelling Unit R -10 Large Dwelling Unit 8 Renewable Electric Energy 0.20 R -38 Adv. R -38 Int, TB R -10 R -30 2' O II 25% 0.32 0.50 0.20 R -49 or 7 R-21 R-10 R -38 Adv. R -38 R t R-10 R -30 2' ® III Unlimited 0.30 0.50 0.20 R -49 or R -38 R -38 R -21 R -21 R -10 R -30 R -10 Adv. Int.' TB 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. 11 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. Radiant slab: ❑ R -10 foam insulation, continuous with thermal break (WSEC 502.1.4.9) Chapter 9 Options Total of 1 Credit Required Opt. Opt. Description 1a High Efficiency HVAC Equipment 1 1 b High Efficiency HVAC Equipment 2 1c 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 4b Additional Air Leakage Control and Efficient Ventilation 5 Efficient Water Heating 5b High Effieciency Water Heating 6 Small Dwelling Unit 7 Large Dwelling Unit 8 Renewable Electric Energy otal Credits WSEC Prescriptive Worksheet (2010 edition) Zone 1 REVIEWED FOR CODE COMPLIANCE 2) APPROVED JAN--I. 0 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 0 5 2012 PERMIT CENTER *1200 kwh 0.00 t) ID._ 22.1 WSUEEP10 -010 Copyright 2010 r Glazing Schedule Project Inforration . ';Conditioned :Floor Area Sum of All Glazing Areas From Below Glazing to Floor Area Ratio Exterior Doors Plan ID Component Description Cohtact, Information Ref. Sum of UA for. Heating System Sizing 602.7.2 Exception Ratio (not to exceed 1%) Door Percent Width Height "Glazing Door Door.; U- factor Glazed Qt. Feet 'n`h Feet Inch Area . Area UA:: -- rz "'r , g . tt6r " < ". 'tom �} s •, ;, T 7 ; a 'art Z; S i -. is - w +� !--, . . Z i .' 6" o u o _- a I e, ':a _,�'� ' r ✓ i,- .` _ _ �x_ �aL rig . ... .- V ` jl c am, __A___,......_ a ._�' _3. . `.,J,�..�.uca_ ° -,Y -� ] k .. ... , _� _ ... —.._ -_iti ���i �1 L.s. __.. �,...._.. -.. ..i_� _..._...s.. 1:'d_A.',� ._. . -. .�. Yf .f i. c�- .-Y.�. 'L.1_ -.-.J _. .t_G__L One Exempt Swinging Door < 24 Square Feet .. Y : f.- _ I r•z y , n„ _, E t rt'r 0 r.. e 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) VerticalGlaiing ( Windows, Glazed doors using; Exception 602:6 #1) Plan Component Glazing ID -. ... ... Description , Ref: U- factor WSEC Prescriptive Worksheet (2010 Edition) Width Height Glazing Area.. - Qt .. Feet.I.nch Feet. i' ' i k` - td rA ' 'art Z; Yr i ,.i' is - ✓.i,, , ti I ti c a : 4 c - t; J c�- za u i:.`... ._- u �t r - U • .. • Fad. . . L .. i,` .:.' .. _ - r .�' _ ;: i .• .^ Gam` J' ' `' ± Y_., WSEC Prescriptive Worksheet (2010 Edition) Width Height Glazing Area.. - Qt .. Feet.I.nch Feet. i' ' Sum of Area and UA Area Weighted U = UA%Area WSUEEP10 -010 Copyright 2010 is - a : 4 .1.. _ r.. J za u u �t r Sum of Area and UA Area Weighted U = UA%Area WSUEEP10 -010 Copyright 2010 ,r 'e Overhead Glazing •P Plan ID.. • Component Description Glazing .Ref. U u Doube Glazed Garden Windows Section 602.7.2 Exception Plan • Component ID Description .. . Width Height .Qt Feet Inch :Feet inch dµLwb.3 _ 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:. WSUEEP10 -010 Copyright 2010 L : &. r T .r }1 :; t fL 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:. WSUEEP10 -010 Copyright 2010 ,! Sim•ple:Heating System Size: Climate. Zone 1 Project Information Indoor Design Temperature Outdoor Design Temperature: Design Temperature Difference (4T) AT = Indoor = .Outdoor Design Temp Conditioned Floor Area Conditioned Volume Glazing Copy Sum of UA from Glazing Schedule Attic R -49 R -38 Advanced .70. U- Factor X Area 0.027 0.026 Single Rafter or Joist Vaulted Ceilings U- Factor X 0.027 R -38 Vented . Above Grade:Walls R -21 Floors Area;. U- Factor ' X .: .Area, 0.056 R -30. U= Factor ;0.029 Below Grade Walls-: U- Factor•' 2' Depth Walls 0.042 3:5' Depth Walls :0.041 7' Depth . ;Walls: . . _ 0.037 Slab Below Grade '2'. .Depth 3.5'. Depth .7': Depth Area:• ' = F= Factor X ;Len "gtt 0.59 0:64 :0.57 Slab on Grade F.- Factor R =10 2' perimeter 0.54 R710 .Full - :Heated .0.55 ength.. Contact Information . . UA UA A. UA UA SumofUA Envelope Heat Load Sum ofUAXAT Air Leakage Heat Load ((Volume X 0.6) X AT) X.018)) Building Design Heat Load Air Leakage + Erivelope Heat Loss Building and Duct Heat Load If ducts are located iin unconditioned space: Sum of Building Heat Loss X 1.15 If ducts are located in conditioned space: Sum of Building Heat Loss X 1 Maximum HeatEqulpment.Output 1$0 %0 Building' and Duct Heat Loss X 1.50 WSEC Prescriptive Worksheet (2010 Edition) Btu /Hour Btu / Hour Btu / Hour Btu / Hour Btu / Hour WSUEEP10 -010 Copyright 2010 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 and 3. If you have any questions I can be reached at 253- 653 -6815 Sincerely, Armando Leyva CORRECTION LTR #_ Z RECEIVED CITY OF TUKWILA JAN 0 7 2013 PERMIT CENTER December, 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 -324 Multani Lot 3 —12046 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. Sincerely, Bill Rambo Permit Technician File No. DI2 -324 W:IPermit Center1Correction LettersI20111D11 -324 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 3 Permit #: D12 -324 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: (Miri. 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. The new floor plan submitted for the last correction memo has changed from the first plan submittal for this lot. Provide the revised sheet A7 to match floor plan sheet A6. 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 3 Permit #: D12 -324 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. Project street address shown on sheet A -1 site plan is shown as 144th Ave. S. The correct street is 44th Ave. S. Please make the correction on this sheet. 3. 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. 4. On sheet A -6 the crawl space shows compartmented area with no access provided. Show access to all areas of the crawl space. 5. In addition to sheet A -6, two beams in the mid- section of the crawlspace are not specified. Specify those two beams sizes. 6. 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. {) 5EE' Ari5K1812 @ Lai = l REVIEW 1 7E 2� G6101ZEGTe' wcAT o,-(O O2Y- etc-, 5oE� /T6 PLAN • 4) cazaEcrEV 5). e_ozrzecrev November 13, 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 #1 Development Permit D12 -324 Multani Lot 3 —12046 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, Mk\ shall it c ician File No. D12 -324 W: (Permit CenterlCorrection Letters120121D12 -3 24 Correction Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665 CONTACT: RE: ADDRESS: ZONING: Armando Leyva D12 -324 12046 44th Ave S LDR PLANNING DIVISION COMMENTS Planning has reviewed the above building permit and corrections are required prior to issuance: 1. The site plan is for lot 3 and the elevations say the home is for lot 1. Provide revised, corrected plans. Staff cannot conduct a substantive review until the correct plans are provided. SSE /407-8 ©r% You re- 2Ev /5 / 003 FJ - r 1, November 13, 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 #1 Development Permit D12 -324 Multani Lot 3 —12046 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. File No. D12 -324 W :I Permit CenterlCorrection Letters120121D11 -324 Correction Letter #I.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 3 Permit #: D12 -324 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. Project street address shown on sheet A -1 site plan is shown as 144th Ave. S. The correct street is 44`h Ave. S. Please make the correction on this sheet. 3. 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. 4. On sheet A -6 the crawl space shows compartmented area with no access provided. Show access to all areas of the crawl space. 5. In addition to sheet A -6, two beams in the mid- section of the crawlspace are not specified. Specify those two beams sizes. 6. 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 -324 12046 44th Ave S LDR 1 PLANNING DIVISION COMMENTS Planning has reviewed the above building permit and corrections are required prior to issuance: 1. The site plan is for lot 3 and the elevations say the home is for lot 1. Provide revised, corrected plans. Staff cannot conduct a substantive review until the correct plans are provided. ' tikil" CO D COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -324 DATE: 01 -07 -13 PROJECT NAME: MULTANI LOT 3 SITE ADDRESS: 12046 44 Av S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPARTMENTS: BtriPNC/ 0 lit t) ng Division Public Works ❑ Fire Prevention Structural n Planning Division ❑ Permit Coordinator lit DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 01 -08 -13 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 REVIEWER'S INITIALS: ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 02 -05 -13 Not Approved (attach comments) DATE: Permit Center. Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 i Wry ! COP? PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -324 DATE 12 -06 -12 PROJECT NAME: MULTANI - LOT 3 SITE ADDRESS: 12046 44 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued Dridding EPAR MENT : ` I�V2 Public Works ❑ Fire Prevention Structural n Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -11 -12 Complete 71, 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: DUE DATE: 01 -08 -13 Approved ❑ Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 PER' `. CO COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -324 DATE: 10 -05 -12 PROJECT NAME: MULTANI - LOT 3 SITE ADDRESS: 12046 44 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued L DEPART E TS: Jrfo ui idi g VV. VW p�� D . is Works Air Fire Prevention C Structural Q�I I&ek t'V Planning Division IP Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 0-09-12 Complete Incomplete n 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 IT Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 11 -06-12 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: �� 1 � V' Bldg [y„ Fire ❑ Departments issued corrections: PIng , PW ❑ Staff Initials: l'd 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.ci.tukwila.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 — 1 ? Plan Check/Permit Number: D 12 -324 ❑ 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 3 Project Address: 12046 44 Av S Contact Person: Phone Number: Summary of Revision: aE - ,ArrA c -f j RECEIVED CITY OF TUKWILA I JAN 072013 PEHMT Dt,r Sheet Number(s): "Cloud" or highlight all areas of revision including date o revision , Received at the City of Tukwila Permit Center by: �'– Entered in Permits Plus on k 7 13 \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: • City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov 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 -324 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 111 Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Multani, Lot 3 Project Address: 12046 44 Av S Contact Person: AgMAgt2t, L- y VA. Phone Number: Z .0 7, -- CoS 3 "6 & t S • Summary of Revision: Pe-e CO /e1ze�77 ) L- e77- -72- *- l A TTAC EfEL> RECEIVED CITY OF TUKWILA DEC 0 6 2012 PERMIT CEN1"E Sheet Number(s): A-/ / A-Z t "Cloud" or highlight all areas of revision including dat evision Received at the City of Tukwila Permit Center by: i.r— Entered in Permits Plus on H: \Permit Center Fors \Revision Submittal Form.doc Revised: May 2011 City ogiI'ukwila 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.: 3347401122 Address: 12046 44 AV S TUKW Suite No: Applicant: MULTANI LOT 3 WATER METER INFORMATION Permit Number: D12 -324 Issue Date: 01/14/2013 Permit Expires On: 09/22/2013 DESCRIPTION OF WORK: CONSTRUCTION OF NEW 2731 SQ FT SINGLE FAMILY RESIDENCE WITH 685 SQ rr ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: EROSION CONTROL, LAND ALTERING, WATER METER, SANITARY SIDE SEWER, STORM DRAINAGE, AND UNDERGROUNDING OF POWER. ALLENTOWN WATER & SANITARY SEWER ASSESSMENT FEES. TRANSPORTATION IMPACT 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: 11140104 Connection Charge: Y $60.00 $0.00 $0.00 Installation: Y $490.00 $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: $625.00 $0.00 $0.00 Cascade Water Alliance (RCFC): Y $6,005.00 TOTAL WATER FEES: $6,630.00 $0.00 $0.00 doc: WTRMTR D12 -324 Printed: 03 -27 -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 5 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 MULTAC1981MQMULTANI CONSTRUCTION INC Construction Contractor General Unused 7/18/2002 8/16/2012 Re 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 & 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 BI50000140904 08/04/2012 08/04/2013 $1,000,000.0006 /01/2012 1 Developers Surety & Indem Co BIS0000140903 08/04/2011 08/04/2012 $1,000,000.0008 /19/2011 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions /Citations Information No records found for the previous 6 year period https: // fortress .wa.gov /lni/bbip/Print.aspx 01/14/2013 PROJECT DATA . OWNER: 1«WL?ANY CO PROJECT ADDRESS: ,120 440 44 7h . AVE .50. TOKW /C.a, WA. PARCEL #: _ .334740 /122. ZONING: SCOPE .OFWORK: CON57 iZ UG T /OP c7F tE iv 5.5 2. 2 5712g2/ES w/ ? c:A/Z cATZ AGE ArTACriE1) . OCCUPANCY GROUP: CONSTRUCTIQN] YPE: SET BACKS: FRONT: SIDE : REAR : AREA: FLOOR aZ /VD. UPPEZ. TOTAL: GARAGE: DECK _ /..PORCH: LOT SIZE: LOT COVERAGE: LEGAL DESCRIPTION: 5$ R•3 20' 6' LIVING AREA /''711 1(a0 - 27a 686 64 4,540 .pi: 34 %. C,83 (ripe .t,) RIM =113.7'5' U• APPROVED NOV 092012 City of Tukwila PUBLIC Works `"r" jr ( 54- IA 4- 6ulL -r 5tit, ?43/46.1 ti1L.L.MAf'✓ I`' EAL'LV Qc4 '"PEt /S 17/v WWI 7' _ 7 cH /Nr• IN 7 4CT A or ruifWW /G.q 5P41/..46 -ccletREc., GC0eDgA:339? ec 5P OAP GoT Mgv .25 131.1<1.E 50 PLAT. I 5!? 55 .� - w 5SMH 042 +pIM 2 1/3.918' ce g0� //. FILTER FENCE METAL FENCE POSTS 1 L � 1 11=11=11.11-1111 111111 �111111 11 r IL. U 6' -0" MAXIMUM 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 IMRE MIRAFI 700X OR PRE - APPROVED EQUAL 2" X 2" X 14ga WIRE FABRIC OR EQUIV. (OPTIONAL -PER SITE CONDITION) BURY BOTTOM OF ALTER MATERIAL IN 8" X 12" TRENCH FILTER FABRIC MATERIAL ry "shH/G 800 Se4VE ERZEWcY . E'EN/ cc.E rei AlcZouNt? SEPAR!,Ti7 REQUIRED FOR: p,,fteAschanical lectrical ❑ Plumbing ❑ Gas Piping City of Tukwila BUILDING DIVISION Ca "OF'et .QG:>f -FTC. C12A /N.. W. *NINO IIMEW OM. .1.1110M. TEMPORARY SEEDING AND MULCHING SEEDING MAY BE USED ONLY BETWEEN APRIL 1 AND JUNE 30, AND SEPTEMBER 1 AND OCTOBER 30. 4 y 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. y ::FE..':2:EEiiOLCr:�d}X}1JRES" ::::::::::::::ii :::::::: f::::::::::: i::::::•::::::..::•:::•::: ::•:::::::::::::::•::::::::`•:: ::•::•.:•::•.:::::::..:.. NAME PROPORTIONS BY MIGIT % PURIFY % GERMINATION REDTOP (AGROSTIS ALBA) 10% 92 90 ANNUAL RYE (LOLIUM MULTIFLORUM) . 40% 98 90 CHEWINGS FESCUE (FETUCA RUBRA COMMUTATA) 40% 97 80 WHITE DUTCH CLOVER (TRIFODUM PEPENS) 40% 96 90 REASON: TO PROVIDE TEMPORARY SOIL STABILIZATION BY PLANTING GRASSES AND LEGUMES TO AREAS THAT WOULD AIN BARE FOR , ORE THAN 7 DAYS WHERE PERMA a T '. d R 0. . T Ee �. T Y OR APPR PLASTIC COVERING STRAW WATTLE STOCKPILES 7- ANCHOR WEIGHTS WITH STAKES 0' 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. 10' MAX SOIL BERM STRAW BALES CUT SLOPES ANCHOR WEIGHTS WITH STAKES CONVEY RUNOFF TO APPROVED LOCA110N. 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. 10' MAX. 3 MIN. REASON: DISTPURBEDEAREAS IMMEDIATE THAT CANNOTRBE EROSION COVERED BPROTECTION Y MULCHING&LMMATT) AND SYMBOL: *--(5)--+ 5 900 CO' XD" E 100,0( 0 WALK WAY BACKFILL WITH NATIVE SOIL MATERIAL OR GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FENCE FABRIC ON THE SURFACE REASON: TO INTERCEPT & DETAIN SMALL AMOUNTS OF SEDIMENT UNDER MEET FLOW CONDITIONS FROM OIS11rRBED AREAS )URING EONSTRUC11ON TO 1 ECREAS VELOCITY OF SHEET FLOWS. SYM -B(5C.: x x 11 i, PRE- MANUFACTURED CATCH BASIN OR INLET INSERT ) NOTES. 1. STORM DRAIN INLETS NEED TO BE REMOVED AT THE END .0F. NE 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 WI1H SEDIMENTS. OVERFLOW (TO BYPASS PEAK STORM VOLUMES) REASON: PERMANENT PREVENT STAB NAGE SYSTEMS PRIOR TO IU 11ON OF THE DISTURBED AREA SYMBOL: .4 o ■ 5IrE. PLA/J SCALE / a /© REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan revie", f27.s. 4-- 5 b°A ' 1 :11 //8 • p' LE..GEND REVIEWED FOR CODE COMPLIANCE APPROVED • • lo' o� ,< to' f trick I 1 cao7 JAN 10 2013 City of Tukwila DING DIVISION -es -- . 4NI1-4gY vewee _.,..._ ..... yp.._.....�.. g7or2� -t P44e1,,1 -14,1 ... - • • WArEk' L /NE • (1. ex POI - PbLY) • -» - --•UPC 1.1N1 t24.12A/C • l%%W E - GDHHLij' /C47 JoA/. *- ATVECG 4%44 GENERAL NOTES ALL WORK SHALL COMPLY WITH 1RC••2009 AND LAC. 7. )GW /LA Ha/!C/PAL C0t755. ELECTRICAL CODE IEC 2009 - .y a6EG •--Vl�� CW 5 . MECHANICAL CODE IMC 2009 . PLUMBING CODE UPC 2009 t.001 FIRE CODE NFPA 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 I W NDOWS, 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 @ 16" Q.C., UNLESS OTHER WISE NU i ED. VENT ALL BATHROOM /LAUNDRY FANS, RANGE HOODS [ UNLESS APPROVED SELF - 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. PATCH, REPAIR AND REFINISH AS REQUIRED , ANY EXISTING SURFACES [ WHICH ARE TO REMAIN) THAT HAVE BEEN DAMAGED DURING DEMOLITION AND / OR CONSTRUCTION. PROVIDE APPROVED NUMBER OR ADDRESS POSITIONED TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. 2ooq. ft pc. /0 7" ti 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 COMMENCEMENT OF WORK. ALL MATERIALS & PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURES WRITTEN INSTRUCTIONS & INSTALLED IN ACCORDANCE WITH STANDARD & EXTEND WARRANTIES, AS APPLIES. 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. • . . 1: REVIEW MANUFACTURER'S PRODUCT LITERATURE FOR INSTALLATION INSTRUCTIONS UNIQUE TO THE PROJECT CONSTRUCTION TYPE. a ) HVAC. EQUIPMENT 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 LA i I LR DATE. THE CONTRACTOR SHALL PROVIDE A COMPLETE 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 :, 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. EA. ELECT. ELEV. EQ. EQUIP. EXT. EW. FF. FLR. FTG. FDT. Ga. GV. GLS. GLB. GWB. HGR. HDW. 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 CONCRL I E CONSTRUCTION CONTINUE CONNECTION DRYER DETAIL DOOR DOWNSPOUT DISPOSAL; DISHWASHER 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 Ayi 4/ re PLAN. 4-2 E1- VATicWW9 • A -3 Pi -60R FLAN . A -4 IELECT- PLO -40. M'res A. 14//n10c1rclS tx :74e . A-0 PoQNOAT /ON1 A-7 ,ROOF PLAA! A'8 FRAM /NG RTES A_9 SECT. - DTL e A-10 BlL.17G • SEC,T /EX T : WALL A- // E•M -gc Y VENr/LAT /O/i. A- /Z 1I.E11g'iZ' '' LAYOcir STRUCTURAL E;40 IE -1 = C�R4JNAQE sfrio,ZT PLAT: CORRECTION HC HOR HB. HWT. INSUL. INT. JST. LIN. LAV. LL MFR. MATL. MAX . MC. MECH. MTL. MIN. MISC. MLD. NA. NTS. OBS. O.C. 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 Permit No P1art review approval is sly to errors and omissions. Appnel of construction documents doe r;ct tt :.o ation of any adopted code or ox flanm -Rf . t of gprov- lid :. t'conditions is nowie ; :ci: City Of 1Ukwita BUILDING DIVISION RECEIVED _ CITY OF TUKWILA. DEC 0 6 2012 PERMIT CENTER MARK GENTE'rz:c H L." w /Tw / "CAPIKe'h Ft/G P/ IH w %&r. AC 4°46 Pvt.. C'NNECrED fd C12Ai+ /t q /pas OF iette LJN,E 1K /PIT rE . PA iG -DRYWEL . sEC 'loN . 1Yr , . 1V•" M04.401/. HJ41-1 4RwNp14.247Va � 1.),-32'4 LOT- 3 727 N. • 46- k _A.A6 1iLi 1 RAM acsurigai ELEVAT/OM 1/4.4 r'-o" c-zioae• vaArr NorE 8 F 0 R tA/ I DOVsic /f% EAST ELEVATIOH 5cAL8. I/4"- /10" 5a-E A-5 MUM im•rjami AIM* 5- eratta. "RIMEMEWL5 lot r. 4 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 ID EAVES) a 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. PATTED METAL INSULATED ENTRY DOOR STYLE SELECTION BY OWNER 12• EXPOSED AGGREGATE CONCRETE 13. INSULATED VINYL WINDOW 14. DECORATIVE GABLE END VENT.WITH WOOD SIMILAR TO WINDOW TRIM 15. USE 5/4" x 10" FASCIA WITH 1" x 2" SHAKE MOLDING 16. METAL DRIP CAP OVER WINDOWS 17. LAP SIDING OVER 7/16" OSB. SHETHING WBUTT JOINTS OVER STUDS. CAULK GAPS WITH LATEX PRIOR TO PAINTING 18. SHAKERTOWN CEDAR SHINGLES W/ 4 1/2" EXPOSURE CONTEMPORARY STYLE. 19. STUCCO ( 7/8") WITH DRIVIT FINISH OVER 15 # FELT, OVER 7/16" OSB SHEATHING WITH HORIZONTAL AND VERTICAL JOINTS. PROVIDE WEATHER TIGHTNESS AS WELL AS CRACK CONTROL 20. BRICK VENEER W/ 1 AIR SPACE BETVVEEN 7/16" GWB. OVER 2x6 STUD WALLS @ 16" O.C. WITH R-21 BATTS INSULATION COVER WITH 1/2" GWB. 21. SYNTHETIC STONE VENEER AT COLUMN BASE OR WALLS INSTALLED OVER SCRATCH COAT OF MORTAR OVER WIRE MESH OVER CEMENT BOARD OVER BITHUTINE MEMBRANE WATERPROOFING. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 0 2013 City of Tukwila BUILDING DIVISION -.....n,1111111111111111111111101110111111111mours MIMI • A 111111111111111.1MMIIIIIIIIIIIIIIILIM Mil .•14,11111111111111111111111111111111Mirul ff, Alkalliliteliiialli 111111011 "0111,11111114.1111111 -MMHG Rif anummai / WEST r Ei-eviArioN. .C•A. 1/¢U =/1Q`1 4 140A TN EL.EVAT/CN. //4". i"ct • 32.9 RECEIVED CITY OF TUKWILA DEC 0 6 2012 PERMIT CENTER (/ 1 / / lot r. 4 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 ID EAVES) a 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. PATTED METAL INSULATED ENTRY DOOR STYLE SELECTION BY OWNER 12• EXPOSED AGGREGATE CONCRETE 13. INSULATED VINYL WINDOW 14. DECORATIVE GABLE END VENT.WITH WOOD SIMILAR TO WINDOW TRIM 15. USE 5/4" x 10" FASCIA WITH 1" x 2" SHAKE MOLDING 16. METAL DRIP CAP OVER WINDOWS 17. LAP SIDING OVER 7/16" OSB. SHETHING WBUTT JOINTS OVER STUDS. CAULK GAPS WITH LATEX PRIOR TO PAINTING 18. SHAKERTOWN CEDAR SHINGLES W/ 4 1/2" EXPOSURE CONTEMPORARY STYLE. 19. STUCCO ( 7/8") WITH DRIVIT FINISH OVER 15 # FELT, OVER 7/16" OSB SHEATHING WITH HORIZONTAL AND VERTICAL JOINTS. PROVIDE WEATHER TIGHTNESS AS WELL AS CRACK CONTROL 20. BRICK VENEER W/ 1 AIR SPACE BETVVEEN 7/16" GWB. OVER 2x6 STUD WALLS @ 16" O.C. WITH R-21 BATTS INSULATION COVER WITH 1/2" GWB. 21. SYNTHETIC STONE VENEER AT COLUMN BASE OR WALLS INSTALLED OVER SCRATCH COAT OF MORTAR OVER WIRE MESH OVER CEMENT BOARD OVER BITHUTINE MEMBRANE WATERPROOFING. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 0 2013 City of Tukwila BUILDING DIVISION -.....n,1111111111111111111111101110111111111mours MIMI • A 111111111111111.1MMIIIIIIIIIIIIIIILIM Mil .•14,11111111111111111111111111111111Mirul ff, Alkalliliteliiialli 111111011 "0111,11111114.1111111 -MMHG Rif anummai / WEST r Ei-eviArioN. .C•A. 1/¢U =/1Q`1 4 140A TN EL.EVAT/CN. //4". i"ct • 32.9 RECEIVED CITY OF TUKWILA DEC 0 6 2012 PERMIT CENTER - • • .7101=ww, ELECTRICAL SYMBOL KEY DUPLEX OUTLET ,er DUPLEX OUTLET W/ ONE SWITCH 0 DUPLEX OUTLET WATERPROOF Ohm DUPLEX OUTLET GROUND FAULT INTERRUPTER Age OUTLET (3 WIRE 220 VOLTS) PLUG OUTLET (ONE POLE) TAIL 45 SWITCH (ONE POLE) 1:). SWITCH W/ DIMMER j53V SWITCH (3 POLE) sru SWITCH WATERPROOF INCANDESCENT LIGHT CEILING INCANDESCENT LIGHT WALL INCANDESCENT UGHT PULL CHAIN INCANDESCENT LIGHT PENDANT INCANDESCENT LIGHT RECESSED INCANDESCENT SPOT LIGHT CEILING MOUNTED EYEBROW VIM WALL MOUNTED FORCED AIR HEATING BASEBORD. HEATERS • THERMOSTAT ELECTRiC PANEL RECESSED • J. BOX TELEPHoNE JACK WALL 1-* TELEVISION OUTLET t DOOR BELL cp, DOOR CHIME SMOKE DETECTORS TRACK UGHT FLOURESCENT LIGHT CLG. VENT LIGHT VENT LIGHT VENT HEAT VENT LIGHT WHOLE HOUSE FAN FANS SHALL BE CAPABLE OF 5 AIR CHANGES PER HR. VENTS DIRECTLY TO EXTERIOR THROUGH SMOOTH RIGID .NON ABSORVENT DUCTS AND SHALL TERMINATE OUTSIDE. BLDG. 5' FROM ANY OPENING( USE BACKDRAFT DAMPERS) KITCHEN 100 CFM. BATHROOM 50 CFM. LAUNDRY 50 CFM. CAPABLE OF PROBIDING AT LEAST 0.35 AIR CHANGES PER HR BUT NOT LESS THAN 15 CUBIC FEET PER MIN. PER BEDROOM PLUS AND ADDITIONAL 15 CUBIC FEET PER MIN. [SIZE t= 100 CFM. ( NOISE RAITING = 1.5 SONE MAX ) MANUAL AND AUTOMATIC CONTROL W/ 24 HRS. TIMER. a) HARDWIRE C11 0 V) W/ BATTERY BACK UP. bICENTRALLY 'LOCATED IN CORRIDOR LEADING TO SEDAN ol IN EACH SpEPING ROOM _ 7'011 /61 -0 tie. 4 ; (40 PAT/ 0 W $. 71. ist..aasio . gdrci-10/4 4Log 1)/Na 1 es!-ou ri Lcv" CASED oPeNs. er • SP. r EXT. FACe Cf WAL.L. A 11,04710 2.L 4 \ 1o% ves FAMI LY 12M RAIL,thietn L. vidc o 1'4 / Lai pr• AVACI-1 1 e• UPPE4 C.A81NE7 s cAiRs qA/R AGa ce)/VC...5L.4 or, wows mono... woo ow. ow* ore .00 .00 wdol ow,. ow. woo.. odoW oo0. 2c,f-c)11 ft 1, Ea : PACE C,10 WALL. __wow** --.U.T."'-wo* 0000 woo■ +Or. w.mai WFUTTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ONVENSION. 2.- CONTRACITNI SHALL VERIFY AU. NOTES DIMENSIONS & CONOMONS PRIOR TO CONSTRUCTION. tt 3.- PLATE WIGHT 0 -40 THIS FLOOR U.N.O. .4.- 5.. 6.- EXTERIOR WALLS TO BE 2 X 6 STUOS If 16" U.N.O. 7. ADDRESS NUMBERS SHALL EE PLAINLY VISIBLE FROM STREET. WINDOWS & DOORS ARE SHOWN & NOTED AS NOMINAL SIZES. PROVIDE MIN. 22" X 30' Arnc ACCESS INSULATED / VVEATHERSTRIPED WITH 30" OR MORE CLEAR VERTICAL HEIGHTS. 5.. PROVIDE MIN. 18" X 24" CRAWL SPACE ACCESS. 9, KITCHEN CABINETS AND COUNTER LAYOUTS BY OWNER. KITCHEN PLANS SHOWN ARE SCHEMATIC. - SHELVING IN PANTRY (HEIGHT AND NUMBERS 01 SHELVES BY OWNER). 11- GAS RANGE OVEN wrri4 s */FAN/UGHT WITH 100 CR4/1. • VENTED OUTSIDE WHEFE COUNTER MP RANGE IS SPECIFEO. USE GOWN DRAFT EXHAUST FAN. 12, ILL /1680 APPROVED ZEROCLEARAN• E GAS FIFE PLACE - DIRECT \aft INSTALLED PER MANUF.SFECIFICATIONS, PROVIDE 6 SO. IN ouriam AIR FOR COMBUSTION. HEARTH TO BE NON COMBUSTIBLE, EXTEND 12* BEYOND EACH SIDE OF OFENING AND 20" MIN. 0 FRMIT. LJ.m.: AJffl1 EM! INSTAUMON 40 0 aot-o" -4- eo OPOZIAID PLR, PLAN I/4"= ILO" AIA SUMMARY CRNI31. PL02. L. IV: AREA 4/P131.4:Z f47.42. 1./v: Aree.,4 4./V, AlZgA aARAGa PAT lc, 1.371 AQ. 1360 Z731 10 C4 Is 111 10:6" 8 EQ0.655 5i-4 .L.00 21-0 ()ECwee".5 1- SODA/NI, (5eraes-oNw ONIE P/ECE 0 (r) 50 CFP1. .e) oLe 1-bV9E 01%1 ,SEDAN. 0 OD. vro 1345'0AM, 11 P15. 9 c-Jurr-egs 2,01-0" 1 11 IL- TUB APO MOWERS • FIRE BUCG. IVINNEENSTLOS. o LIMIT SHOWEFI FLOVV TO 2.5G.P.M. WATER PROOF WALL TOW/ IN 70" AEIV. DRAIN INLET. o ALL VV/IN. 70" ABN. DRAIN TO BE SAFETY GLASS. o VAPOR BARRIER BEHIND GW.B. o APPLY WATER RESISTANCE BOARD UP TO 70" ABV. DRAIN. o INSTALL 36" MWEL BAR 0 40" ABV F.F 14.- PROVIDE 30" MIN. CLEAR WIDTH AND 24" CLEARANCE FRONT OF TOILET. VINYL OR TILE FLOORING AT KITCHEN AND BAN SELECTION/ OWNER. 16.- DOOR EIEWEEN HOUSE AND GARAGE M BE 20 MI. RATED. OR 1 3/8" SOLID CORE TIGHT •FITTING WITH SELF CLOSING. _ - 15.- 17.- FURNACE TO BE PLACED 1Er ABV. FL ON ONE HOUR PLATFORM VV/(2) LAYERS PLYWOOD. PROTECT FROM IMPACT PER IMC. WITH 4'' CONCRETI FILL BOLLARD. USE -6" 0 FRESH AIR INTAKE DUCT / DAMPER. ALL HEADBIS TO BE 4 X 0 EXTERIOR WALLS U.NO. AU. WADERS 10 SE 4" X o iNTERIOR VVALLS U.N.O. 19.- ALL EXTERIOR WALLS TO BE 2 X 6 0 16" 0.C. WITH R-21 BAITS INSUL. ALL WALLS TO BE 2 X4 0 6. ac. 20.- 21, 12a- 24.- ALL ANGLES WALL TO BE 45 DEGREE U.N.O. PRDVIDE CCNTINOUS HANDRAIL AT STAIRS, 1 W FROM WALL AND 34" 1 3Er ABV. TREAD NOSING WITH 1 11/4 TO 2* MAX GRASPING. USE GUARDRAIL FOR WALKING SURFACES 30* ASV. GRADE UGHTING CONTROLS FOR INTERIM, STAIRWAYS MUST BE 0 TOP / BTM. ALL STORAGE AND SPACES UNDER STAIR TO BE RNISHED WITH 5/13" TYPE ' X GWEL ALL FRAMING NAHAFER.2006 iR • REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 0 2013 City of Tukwila BUILDING DIVISION (i) oi eize' • B:r2. 2..ot UPPER FUR. PLAN scAL... I/4u I .(2)" 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 NOTES 1 .- ALL ELECTRICAL CONTRACTOR WORK SHALL COMPLY WITH STATE AND LOCAL BUILDING CODES. 2.- ALL ELECTRICAL. AND TELEPHONE SYSTEM SHALL BE DESIGN BUILD 3.- ELECTRICAL CONTRACTOR SHALL VERIFY ALL ROUGH -INS AND SPECIFIC. OF ALL UGHT FIXTURE AND EQUIPMENT WITH OWNER. "GRIM PER ELECTRICAL CODE AND IN COMPLIANCE WITH STATE AND LOCAL CODE 4.- ALL WRING SHALL BE COPPER. CONDUCTORS FOR POWER WIRING SIZED ##12 AWG. AND ` #'I"0 AWG. SHALL BE SOLID. CONDUCTORS FOR CONTROL WIRING SIZED #18AWG 'THROUGH #10, SHALL STRANDED. CONDUCTORS SIZED #8 AWG. AND LARGER SHALL BE STRANDED. ARMORED CABLE (BX) MAY. BE USED, FOR BRANCH CIRCUITS WITH MAX. #10 AWG. CONDUCTORS. ? ARMORED CABLE (BX) ALLOWED FOR LIGHTING CIRCUIT THROUGHOUT.: 4.• IT IS THE CONTRACTOR RESPONSIBILITY TO INVESTIGATE THE PREMISES, TO DETERMINE, 'EXISTING ELECTRICAL SYSTEM LAYOUT. 5 .- CONTRACTOR: SHALL USE BASE BUILDING SPECIFICATIONS FOR MATERIALS WORKMANSHIP; AND DESIGN CONDITIONS . S .- ALL ELECTRICAL. OUTLETS , SWITCHES, COVER PLATES, SHALL BE WHITE 8 : VERIFY . ALL SWITCHES 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. GENERAL. USE : RECEPTACLES SHALL BE INSTALLED SO THAT NO POINT MEASURED HORIZONTALLY ALONG THE FLOOR LINE IS MORE THAN 6' FROM RECEPTACLE. HALLWAYS : WHEN THEY ARE 10', 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. 1 O. PROVIDE (1) 2 lh" SCHEDULED 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND [1) 5/8" x 8' LONG CALV. ROD 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. 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.- LIGHT 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 LIGHT OUTLET FOR USE BY OTHERS ELECTRIC WIRING SERVICES 7V t . kf 4V PANEL ' oo 11,- 11V74EFZ10R. LUMINA1!Z,E5 .SHALL BE 50% MIN. fl /G/-1 P /CAGY ANta ALL EXTERIOR LIGHTING 5NALL 89 HIGH EFP1 C AC 7! -- DuPuix OUTLET` • Dl1PUEX OL TLET VV/ ONE SWITCH DUPLE(. OUTLET WATERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER O(JflJ (3 .WIFE 220 VOLTS) PLUG OUTLET (DIVE POLE) TAI SWITCH (ONE ). a SWITCH W/ DIMMER &WITQ4 (3 POLE) twp SWITCH WATERPROOF INCANDESCENT LIGHT CEIUNG INCANDESCENT LIGHT WAIL INCANDESCENT UGHT PULL CHAIN } INCANDESCENT LIGHT PENDANT -- INCANDESCENT UGHT RECESSED INCANDESCENT SPOT UGHT - CEILNG. MOUNTED EYEBROW 'o TRACK LIGHT 1_,IFLOURESCENT UGHT CLG. THERIVOSTAT . ELECTRIC PANEL. RECESSED 0 J. BOX. TELEPHONE ' :JACK WALL F• 7ELE VISIION OUTLET DOOR BELL -Alt- CCM CHIME ®. SMOKE DETECTORS Ci VENT' 4:uGHtvENT UGHT VENT HEAT.: VENT UGHT WHOLE HOUSE FAN wjf. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 10 2013 City of Tukwila BUILDING DIVISION ail HAP /IRE (11O V 1W/ BATTERY BACK UP. T:E b) CENTRALLY 'LOCATED IN CORFIIODR LEADING TO BEORM. cj IN EACH FANS SHALL BE CAPABLE OF 5 AIR CHANGES PER HR. VENTS DIRECTLY TO EXTERIOR THROUGH SMOOTH RIGID NON ABSORVENT DUCTS AND SHALL TERMINATE OUTSIDE BLDG. 51 FROM ANY OPENING.( USE BACKDRAFT DAMPERS) KITCHEN 100 CFM. BATHROOM 50 CFM. LAUNDRY 50 CFM. CAPABLE OF PROBIDING AT LEAST 0,35 AIR CHANGES PER HR. BUT NOT • LESS THAN 15 CUBIC FEET PER MIN. PER BEDROOM PLUS AND ADDITIONAL 15 CUBIC FEET PER MIN. (SO a 100 CFM. ) ( NOISE RAITING = 1.5 SONE MAX ) MANUAL AND AUTOMATIC CONTROL W/ 24 HRS. TIMER. .WALL MOUNTED ARCED AIR HEATING ® CARI3014 !'io t o x I D E . ALARM rgiz R- 3I 5 . I WWE'C. MAIN MINI flIMM 1- WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE CEI111EN51 . 2.- CONTRACTOR SHALL VERIFY ALL NOTES #71MENISIO . .& CONUTIONS PRIOR TD CONSTRUCTION. . r rr 3 - PLATE HEIGHT . PJ•'C1 CR#.ln. PdL R • (0.1-11" UPP$2 f1.14 4.- .ADDRESS NUMBERS SHALL BE PLAINLY VISIBLE FROM STREET. 5.- WINDOWS S. DOORS ARE SHOWN & NOTED AS NOMINAL SIZES. 6.- EXTERIOR WALLS TO 8E 2 X 6 STUDS 016" O.C. U.N.O. 7 - PROVIDE MIN. 22"X 30" ATTIC ACCESS INSULATED / WEATHERSTRIPEI3 WITH 30" OR MORE CLEAR VERTICAL FMS. . B.- PROVIDE 'MIN. 98" X`24" CRAWIIL SPACE AC cESS. a- KITCHEN CABINEIS AND COUNTER L AYOUT'S`8Y OWNER. . KITCF 1 N PLANS SHOWN ARE SCHEMATC. 10 - SHELVING IN PANTRY ' {HEIGHT AND NUMBERS OF SHELVESBYOWNE 11- GAS RANGE OVEN\1#I'ITN HOOD /FAN/UGHTWITH 100 CFM. VENTED OUTSIDE WHERE COUNTER TOP RANGE IS SPECIRED.'USE DOWN DRAFT EXHAUST FAN. 12.- U L. / 1630 APPROVED ZERO CLEARANCE GAS FIRE PLAIN ACT INSTALLED PER MANUF SPEORCATIiONS, PR I1OE 6 SL#. IN OLTSIOE AIR•FOR CXIMBUSIION. HEARTH 10 BE NONcoM8115T.TBLE, EX7END 12" BEYOND EACH SIDE OF OPEN$NG AND 20 MIN: O FRONT: MANTEL ON AN0112814T INSIOLLATIONiTY OWNER. 13.- TUB ANSHOWERS: . o ARE BU 'BETWEEN STUDS. a LIMIT`SHOVVER FLOW T02.5 O WATER PROOF WALL TOW / IN 70" ABV: DRAIN INLET: o ALL `GLAZ.ING'VV /:IN. 717 ABU DRAIN TO SAFETY GLASS. O VAPOR BARRER BEHIND G:W:8. O APPLY WATER RESISTANCE SOAFKI UP TO 70" ABV: DRAIN. O INSTALL 36" TOWEL BAR 6.40" ABV F.F. 14.- PROVIDE 3E "MIN: CLEAT WIDTH AND 24' p EARANt FRONT OF TOILET. 15.- VINYL OR TILE FLOORING AT KITCHEN AND BATH SE $ /.OWNER. 16- DOOR 8ETV1JEEN HOUSE AND GARAGE T4 8E .203MI. RATED, OR 1 3/8" SOLID co E TIGHT FiT(1NG 1MTI f SELF =SING. FURNACE TO BE PLACED 18" ABV. FL ON ONE HOUR PLATFORM W /(21 LAYERS PLYWOOD. PROTECT FROM IMPACT PER IMC. WITH 4" GONCRET1 FILL BOLLARD. USE 6" 0 FRESH AIR INTAKE DUCT / CAMPER: PLUMBING NOTES ALL PLUMBING AND MECHANICAL WORK SHALL COMPLY WITH STATE AND` LOCAL BUILDING CODES. - IT SHALL BE THE THEr MECHANICAL AND PLUMBING RESPONSIBILITY TO VISIT THE SITE AAND. FAMILIARIZE THEMSELVES WITH :ALL EXISTING CONDITIONS RE [A'I D TO THEIR' WORK AND THAT OF ALL OTHER TRADES PRIOR TO PROPOSAL. S : FURNISH ALL LABOR, MATERIALS, EQUIPMENTS, FIXTURES FOR A COMPLETE • WORD: AND 'COORDINATED 'INSTALLATIONS. DOMESTIC WATER: PIPES TO :6E ASTM B88 TYPE "M" COPPER WATER .-. BE WITH ANSI ;8:16.22 WROUGHT COPPER FITTING ,JOINED. SY ASTM B22 DOMESTIC HOT WATER • SHALL BE INSULATED 'WITH 1 '/ " THICK JOHN`.'MANVILLE •650 AP. 6 ° GREASE TRAP (IF REQUIRED ): TO BE 'SPECIFIED AND LOCATED, PROVIDED. AND . INSTALLED BY PLUMBING CONTRACTOR 7 PLUMBING CONTRACTOR- SHALL :PROVIEIE AND INSTALL . BACKFLOW AS REQUIRED BY :CODE ABNG CONTRACTOR;SHALL DETERMINE TOTAL PROJECT REQUIREMENTS WILL VERIFY. SIZE OF SERVICE MOORED FOR GAS AND WATER. PLUMBING.. NOTE AL FIXTURES TO COMPLY WITH TOILETS SHOWBRHEA© : LAVATORY 'FAUCETS:: KITCHENS' FAUCETS : ALL I� EADERSTo 8E 4 X :. 0... O EXTERIOR WALLS UK @ G/ZND 1✓L2) (44Q9e fJficM .FLR. ALL HEADERS TD 8E 4" X . e _ o INTER WALES U.N.O. �t If 446 e It 1I :1:9- ALL EXTERK3R wALLS. To BE 2X:6 018" O.C. WITH R-21 BAITS 1NSUL ALL INTERIOR WALLS TO BE 2 X 4 16" O:C. 20- ALL ANGLES WALL TO BE 45 DEGREE U.N.O. . 21- PROVIDE CONTINOUS; HANDRAIL AT ..STAIRS,1 Ye* FFIOM WALL AND 34" / 38" ABV. 'TREAD NOSING WITH 1 11/4" TO 2" MAX. GRASPING. USE GUARDRAIL FOR -WALKING SURFACES 30" ABV. GRADE. 22.- UGHTING CONTROLS FOR INTERIOR STAIRWAYS MUST BE ID TOP/ 8' 1. 23: ALL STORAGE AND SPACES UNDER STAIR TO BE. RNA. VUTH 5 /6" TYPE 'X ' GWS. ALL FRAMING NAILS PER2009IFC. WATER CZNSERVATION REQUIREMENTS, 1.6 GALLONS PER FwwSH . . 2.5 GALLONS PER MINUTE. 2.5 GALLONS PER MINUTE a5 GALLONS PER MiNUTE CONCRETE TROWEL FINISH SAD DCMICFETE - SMOOTH FINISH RAMIC TIU PARQUET CARPET ITIC`Nd TILE CRS I W.EL MI-GLOSS ENAI SEMI GWSS ENAMEL 3.- FLAT LATB( S - FIITAPEC AMEN J ACOUSTICAL CEIUNG D FRAMING IBEER PF1ER NISHEb W000 SAND STAIN AND LAQUER TO MATCH SING iNVSCOT SEE INTERIOR ELEVATIONS OR NOTES RAMIC TILE BULLNOSE G.W.B. AT TUB OR SHOWER. 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MATE 1 I KICK FtAre 12 I :0x i<Ne)S. t LEVC -42 t z. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 10 2013 City of Tukwila BUILDING DIVISION RECEVE0 C► , r t- .F. U �V , �L _. OCT 0 5 2012 �I*F- M►T C E R HTT22 W/ (32)16d SINKERS: T = 4650 #1 6/0040 PER PL A' /O✓E2 /5# PEc.T OVER 7/AccA€3 et/E'ATt111,1G cm 2 2x6 c-in70 c"a � . / /a!C? 4 "oG • CBWP) - FLASH //•/C 7r11-1- 11-f OPT /LPL. lcd @ 6n 0 .7 i4I4IL. �i) #.456 ccaNT: R-21 empf JAa)L . //2 " owe, ' a/4" irl c. PLYwt'. c wEc NA//. Weld GOMM @ &lac. C' Erice /2" @ f/FL..D ovE,R 2K FIJI. J5T @ /!a "DC. wiry 1Z-al 06.77 lIVEVC.477 I. .lo�T ra e/“, 3 - /hod Hew fur. /A.& L 0/3 "x3 "x / /4 "w 4 /4/L• E3LACK Y8. 4.0 coNT. 4444 V /c„4c.. (g) /6 "ac pjpE 141 SGT EIS &DNNEcrep To @. DkYINF/I /en Nore8 CgAWL /A( ; AL.LEr) @ L.ow .9Per AND TNT Cdevnvecr. fbGaut3LrGL. 5ECTiQW rtlICY 4 =9 ,i► Per /valf' 1p1°,Julac e,D/ r &:/@ e. c. 2x f3L.KC .SST An-ACHED 7:31: &L. f� . VI/6d � V'Q.C.rGEN�/L. //2'! PLYWc, ov &72 2x6, f3fa0e C goo t7.G.----- ATYAc 6z) W /8d @ 4" o. C. ,..,I.X'E�a 3x3y I /4" 14l44R. @QE " ©.G. T///24I. 2x (n Pr - iszcrioitite -SCALE i" loop la" /7 =0" PAID ' 1 Bail/Zit/4, 1neA1...L No eof€ra7e-i1 Ala ' -9• 15' - -Oa 4i -Oil 8-`o" 4x4c..oh. . MP/0M COL.. 07 )PS @ @NC ) af='� 4xSc<X.. /e ©a ed.ou 114(1 r 1 1 '1 i64c," /8' A6"0.C. 5-c'" 4 1) 414 "7 G.PLYWD.A'ZCSB 0/72)‹ F1 -ZJST 12 /PZAN w �C FJT colvc. / ©-o" 77' /NWL.. WALL. 1A-1 t FL. R. J57: ,■ PITT 22 (4). 2x4 F 7' SILL. --- 2X ttf) RIM .JS7 4-- 41i rl/N. CONC. GQ ou1J1:, 6/...4 4VW2 !? MIL Q1..'' VA f2 E3AL242/ER ©VE1 4" G1 AVI L.. 13040E C©vi2.5 oVE12 CoNPACrrr) aQ408 To I/vcr� asp I1 _ 57"A6 1TYAm, R.a i6- rANcg re w47.8.R. PENRnZAr/cw. ,12 :0/gm2G6' v.1/6x !o /W 1.4 x v././ 1�/E7.06.0 wIlZa r!E$1-1r.. •••R siC4145 q,4 =A a �, p V j 'x U � 4 $ ig mo` f o 2 x SrdOS 1 /d :.G d -E/ MATT /1V.si/G . clwwws . of — 4 "CDNC..SL 45 o/ MIL vb. D,/4" RANt./LAC F' /LL. 44 o `°° 0 'a °. ' 60Q ` .k i;1`l It s`cT101 'G L.. �.,rs. 14011 Jos -ovr 4# le" e /$ "c. c . . 4014RJ(15) . 1 Sao" % \__or'tic 14 (EJ r01.14/0A7-70AI, PLAiti 16# ,SLUG. F'E'LT - -� M0I910126 P'/5b /ER OVEr2 FLASf-/ic '. MQ6©N2Y T /ES @ l!o "o.G. VE r/Cd41,:( &L. 8-/n/ATE V ?RT' 1ORTA,r2 F" /WEEP LES @/IEAh .108N7 ' EVxRy la ;B,t2ICK VEIVEE r /"A112 SPACE 1/6 0943 91/EAT /rnb. 2s Co 9005 e /o" cc. w /2 -Tap I . -/,87M ft. W f R- 211SA7'T! Neu- . COVE,2 W/ f2" G vIS • 3% "Td 0. OGlE3FL.O i2 CLUE > RC4ILE© ovER FLtz . -/57' .sY5TE1`'1 ccif 2.,ct.Z Its? lea AND A2 -W 1EIAT7 V /1•..Jt,4T1c714 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 10 2013 City of Tukwila BUILDING DIVISION 3Ecrioki, SL i/4 ": /L0" NA /LED FOR-111C111 PO CAI DAT 10/x,/ VZ AIT/ L.AT10AI .124 WL. SPACE' A r26A ' 854 : afr VEWrIL.AT/onl 1ZE.052 D. (854/i�) /44 . = 624 IN. Par v,C"N7 047'9 &7X _ (n/&-rre AREA - 78 .w./14 1 '& Q 652CO' 78) = 1 / v. 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 ' /2" 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 near location of power panel.) *' t z" M!N !~ . "Mla C.oIZ1I 5THD14RJ STHP Corner (Rim Joist Installation) (Installation on 3.2x studs) STHD14 OR STHD14RJ WI (38)16d SINKERS: T = 4430 # STHO10 OR STHOlORJ W/ (28) 16d SINKERS: T = 2990 # 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 FOUNDATION NOTES FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS IN THE IRC- 200' 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 BE 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 /a" 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" O. C. MINIMUM 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 %" CORROSION RESISTANCE. VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. Simpson Strong -Tie HTT22 3401•14 RECEIVED CITY OF TUKWIL�, DEC 0 6 2012 tt1 0 ='ERIVIIT CENTER 01-10•A R. W4 (.G. P/1 PLAN 14A11. 9,61 X,G1 rhll Nto 7-0131.004 A9 Por¢ ly-ISAR WALL.,El.I,•O, xorz -01HP N 4.07A 21 §e9.)) 4A2 fLAi 'L.cc . Vic/ /i/DOW5 I N Fo1zcE M7: ate)" T/ orgAP PER PLAN: g/ 1-4 J57 (d eec )AL ' of NA «y 0.44.4CNI". PLC.�k: v Ot • IF WOAcsalg. t INT'OEvidE5 NAIL. 517244, Ill HIM tvl ENO .0&r.4/ C/f w/ 2) /Gtr 71:/dd N5rA aD w/ ), cti =1805' ,sreAPs 1-7/01. RD' ov fa- ,d 3'D" �Il3 Uc/P •2.1.6,4 , AB wp ,/M J: r, cs'swP DROP HOR. e.0.32 " i10,2 DR,oP ( (36% WER 3-2%12,167: ' PP N -0 1-- " t /�- 5t-c." sof 0 " w fR.AMING UPPER Fl..442. PLA/PJ, SCA1 E 1/4" / -t o" tO Nei -O" REVIEWED FOR CODE COMPLIANCE APPROVED JAN 10 2013 City of Tukwila BUILDING DIVISION ROOF FRAMING NOTES 1. SHADED AREAS DENOTE DUMMY FRAMING OVER ROOF FRAMING BELOW. 2. • DENOTES SOLID BEARING UNDER CONCENTRATED LOAD 3. SEE FLOOR PLANS FOR BEAMS / HORS. 4. ALL VIAFTERS TO BE 2 x 8 H.F. # 2 @ 24" 0.C. 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. flaw. PLAN . 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 RAF 1 ER / TRUSS AT EACH END AND AT GABLE ENO 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.0a TYP. U.N.O. 14. TRUSSES: R.0.49(1 • GSBwP 0 11) 0 5: t2. J4cIG5 ` € 24 "O/6 . ya • 15. CON SUP ADE 16. NAIL . AT P AND U1 w NOTES: T,' T A a CARRY MFTR. STAMP. o DO NOT ALTER WITHOUT BLDG. DEPARTMENT APPROVAL • INSTALL/ BRACE PER MFTR. SPEC • NON - BEARING WALLS SHALL BE HELD DOWN F/ THE TRUSS BTM. CHORDS WITH AND APPROVED FASTENER ( SUCH AS STC. SIMPSON ) ACTOR TO VERIFY LOCATION OF ALL ROOF •RT BRACING/ POSTING AND PROVIDE UATE BEARING TO FOUNDATION ROOF SHEATHING W/ 8d. COMMON @ 6" 0.C. NEL EDGES AND AT WALL .PLATES BLCK'G. 2" 0.C. @ FIELD PER IRC. R602.3.1 USS ENGINEERING, PER IRC. 802.10.1 USS ENGINEER OF RECORDS SHALL REVIEW, PROVE AND NOTE ON THE DOCUMENTS THAT EY HAVE FOUND TO BE W GENERAL CONFORMANCE ITH THE DESIGN OF THE BUILDING. DOCUMENTS A °PROVED BY THE ENGINEER SHALL BE APPROVED B THE BUILDING OFFICIAL PRIOR TO FRAMING IN.PECTION. TRUSS ENGINEERING SHALL INCLUDE SF ECIFIC TRUSS BRACING REQUIREMENTS. • et T'RCASE 5. n 27 &0 97 .rR - € 24"p.c. zQ �7'et>" G 5LE GNr) TRWSS Cs 2 01-6" 97V. rRz/ G� 2,4 "0.G • • 2©i- ca" 0443/..a. EiVD Miss . Lea 10= 0 "M2/voTrvv@24'0,c. • eo" Morsio .lAE'. e %7Z(J9 • 4'D" rtoNO rizo o 24 " ©.c. b 2/ 40" C/f of 7 WW5 41:=2215s 0 , PF H 566' 5-1 F`Drt.. . Ir a LA 5:12 20.1:o" 1/ � /-- ©it s3wL. 3` -/74 C AE5WP READ. l5! o" Pr10vivo , RECEIVED CITY OF TUKWIL,L, PR A P1 1 !J G . Q 00 OCT 0 5 2012 Z-E 1/4." 1 0" PERMIT CENTS • 20tdewL. Ca, 4.3' lvegeop /541Pr2ovrr,64). NEADEQ, eci- leozaL 6 lc' LEnm size MALLS - suP c raves O'•O`j/(o'©" 6i/7.63!0" 010 "• B!C7" 0 =o fik,6,D„ 4 x $ 4 x/O 414E3 4x (o sx7: OPPEA2 ,z.. 41 c*l10 F ..g. 11,17• ',RiN/.D. FLR . NI': GJPP . FLF 'SEAM vcI4/oa11.,.6 la-11 6 lis lei-g1 a 18-31 6x10 x /0 Ve" QL.15. K io 1:F #1 . DP' #1 /2 Dl: i / 1_,P4 1. 0-4 fox 0.51 rvx8 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 HANDRAILS , WHERE REQUIRED , MUST BE INSTALLED AND MAINTAINED AT ALL TIME. FRAMING CONTRACTORS 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 TO THE JOB SUPERINTENDENT TO REPLACE MISSING MATERIAL OR TO ADD' MATERIAL TO THE LUMBER UST, 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 RR GRADED IN ACCORDANCE WITH WEST coml. LUMBER RULE #18 . . 4x , 6x, BEAMS AND POSTS : DF #1, Fv = 95 PSI, Fb 12 1200 PSI E. = 1,700;000 JOISTS: HEM-FIR #2, HEADERS : OF # 1 Fv. = 75 Fb= 1075 PSI. E.= 1,300,000 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 SHALE, BE MANUFACTURED IN ACCORDANCE WITH ICBO. MEMBERS SHALL HAVE THE FALLOWING MIN. PROPERTIES.: PSL ( 2.0E ) Fv. =290 psi. LVL (1.YE ) Fv. =285 psi LSL (1.7E) Fv. =4.0 psi Fb. = 2900 psi, Fb. = 2800 psi. Fb. zx 2800 psi E. = 2,000,000 E. = 1,900,000 E. =1,700,000 • PLYWOOD SHEATHING SHALL BE GRADE CD, EXTERIOR OR STRUCTURAL 11, GLUE IN CONFORMANCE WITH DOC. PS. 1 ORIENTED STRANDED BOARD ( 083) OF EQUIVALENT THICKNESS EXPOSURE RATING AND PANEL INDEX, MAY BE USE IN LIU OF PLYWOOD. WALLS FRAMU WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A, DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH 2 -16d NAILS AND TOE NAIL OR END NAIL EACH STUD TO 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 t' 4" O.C. NAIL BOTTOM PLATE FROM STUD WALL 'ABOVE TO WOOD FRAMING BELOW WITH 1.Bd 0 12" O.C. BUILT-UP POST SHALL BE NAILED TO EACH OTHER WITH 16d 0 12" O.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 - . iv 16" O.C. INTERIOR BEARING WALLS 2 x 4 x • ; r0 16" 0.C. INSTALL FIRE BLOCKING A BATHTUB INSTALL 2 x 4 VERTICAL AT EACH ENO OF TUB FOR BACKING INSTALL BLOCKING .0 48" FROM FLOOR POR TOWEL BAR INSTALL BLOCKING 0 7' HORIZONTAL FOR KITCHEN CABINETS ANY CRIPPLE WALL LESS THAN 14" SHALL BE SOLID STAIRS : MINIMUM WIDTH MAXIMUM RISE MINIMUM RUN MINIMUM HEAD ROOM HANDRAIL ABOVE TREAD NOSING HANDRAIL GRASPING DIMENSION HANDRAIL HEIGHT REQUIRED .. HANDRAIL FROM WALL .... 4" MAX. CLEAR SPACE BETWEEN INTERMEDIATE RAILS 38" 7 3/4" 10" 6' 8" 34" - 38" 1 1/4" MIN. to 2" MAX. 38" MIN. 1'1/2". FOR WINDING STAIRS PROVIDE A MN. 10" 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 1/u WITH SPAN RATING 32 / 16 FLOOR SHEATHING SHALL BE 3/4" WITH SPAN RATING 48 / 24 WALL ' SHEATHING. SHALL BE '1/2" 0 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 1/8" 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 ENO, 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 18% 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,C. AND 3" x 3" x 1/4 "WASHER INDIVIDUAL MEMBERS OR BUILT UP BEAMS SHALL BE ATTACHED WITH 18d NAILS @ 16" 0.C. , STAGGERED . PROVIDE CONTINUOUS SOLD BLOCKING AT MIQ HEIGHT OF . ALL STUDS WALL OVER 8' HT. ALL POST OVER 4' NEED BRACING PER IRC. NAILING SHALL CONFORM TO TABLE R 602.3(1) ALL EXTERIOR AND INTERIOR WALLS SHALL BE EFFECTIVELY BRACED. FIRE STOPPING AND DRAFT STOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENING. • GLUE-LAM : DOUGLAS FIT - LARCH COMBINATION GRADE 24F / V4, DF / OF, W/. Fb= 2400 PSI. BEAMS TO LAID UP IN AN APPROVED WATER RESISTANCE GLUE. GLUE4 AM-BM. SHALL BE OBTAINED FROM AN APPROVED FABRICATOR. flagallOMIN ONLY GALVANIZED NAILS OR SCREW ALLOW IN FLOOR SYSTEM. FLOOR SHEATHING WITH a/a" x 4' x 8' T S. 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 - 18d TOENAIL DOUBLE JOIST UNDER ALL PARALLEL BEARING WALLS PROVIDE SUPPORT BELOW, FOR WOOD COLUMN THROUGH FLOORS WITH SOLID BLOCKING PROVIDE SOLID BLOCKING 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 ... 16d NAILS NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH 16d 0 12" 0. C. , STAGGERED. ALL 2 x JOIST .SHALL BE CONNECTED TO FLUSH BEAMS WITH "L.US" SERIES JOIST HANGERS. ALL TJI JOISTS SHALL BE CONNECTED. 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) TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS' DESCRIPTION OF BUILDING ELEMENTS • NUMBER AND TYPE FASTENER a, b, c OF . . = ,1'/. SPACING OF FASTENERS IIIIIIIIIINZIMIIIIIIIIIIM 16" o.c. Joist to sill or • irder toe nall • ' -% x 0..113. ii1111111111MENCIIMIN 2-8d 2W x 0.113" 2 eta • , 1" x • subfloor or less to eaVist, face nail - 2" subfloor to oist or rder, blind and face nail 2=16d 3W x 0,135" ' Sole • late t • 'oist or blockin , face nail _ 1111 To or sole • late to stud end nail . . - -1 ; • t r • hail 6 6 . Stud to sole plate, toe nail 3-8d (24" x 0.113 ") or 2 -16d (3'h" 0:135" *Double studs, face nail • . • • • 10d. 3" x 0.128" ' 24" o.c. Double c • • • fates, face nail 10d 3" x 0.1 ; 1 6 24" o.d. , 16" o.c. Sole • = , =: •to• • lst or blocks • atbraced wall • = nels x 0.135 . ' Double top plates, minimum 24 -inch offset of end.. oints face .nail in la:, • - • area 8-16d (31A" " 11111.11M201111111 6" o.d. 16 "o.c. Won ' each - :• •,: Blocking between joists or rafters to top plate, toe nail 3-$41(214" x 0.1.13" . . ' Rim oist ; to • • late toe nail .. - 8d 2W .x 0.113" • 5/8" gypsum sheathing d To • • - tes fa • •- at comers and intersections face nail . - Od tioceamommEmaries ti�fli� lsalrL= i•�-3��iis•4,„, , a< =,i.t 1, a 'r`a .' ! ammen. Continued header,. two pieces 16d . _ • • 16d (3W x .0.135 1 16" o.c. along each edge Ceiling joists to plate, toe nail 3-8d (2W x 0.113 ") 4-8d 234" x 0.113" .. - Continuou header to stud toe nail la • �- over • = rtittons face nail ,. . 3.10d 3" x 0.128" . • Ce _ joist to parallel =rs, face nail 3-10d (3" x • .128 ").. 12 Rafter to • late ' tee nail 2-16d 3',4 "W .x 0.135" ' 10d common (3" x 0.148 ") nail or 8d deformed 2% x 0.120" nail 1" brace to -r. - : stud and plat+a, face nall 2-8d (22 x 0.11 ") 2 stapies,12/: 1" x ; sheathtn 4 to - = - ' bearin • ` face nail • 2-8d 214" x 0.11 • 2 • , > : 1%". 1, it 8" sheathinito each bearing, face'nail . • . . 2-8d (2''h x 0.113") • 3 staples ,1%" •- Wider than 1* x 8" sheathing beach bearing, face nail 3-8d (21/4" x 0.113 ") 4 s(aples,N" -- Built- • comershads • • . 10d 3" x 0.128" 24"o c. • Buntt -up girders and beams, 2 -inch lumber layers • .. .. • 115=111111.1111111111111111111111111111111111111111i Roof rafters to ridge, valley or hip rafters: . toe'hait face nail 10d (3" x 0.128") .. Nail each layer as follows: 32* o.c. at top and bottom and staggered. Two nails at e .: and at each s • ice. At each bearin • 4-16d (31/" x .0.135 "j; 3 -16d 3%z" x 0.135" . • • Rafter ties to = ' hi face nail .. ' - . 3-8d 24* x 0,113" . . Collar tie to rafter..fare nail, or.1'%" 20 gage ridge stra • .. ' 3-10d (3" x 0.128") a 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 wail sheathing to framing 5/16 " -W 6d common (2" x 0.113 ") nail (subfloor,wall) 8d common (2W 0.1311 naillroofj . 6 12 g 19/32" -1" 8d common nail (2 /2 x 0.131 1 10d common (3" x 0.148 ") nail or 8d (2W x 0.131 ") deformed nail 6 6 . 12 6 12 11/8 " -1% Other wall sheathing h 1h" structural cellulosic fiberboard sheathin 11/2" galvanized roofing nail 8d common 2%s" x 0.131" nail. sta • le 16 a. 3 1 6 25/32" structural cellulosic fiberboard sheathing 1%" galvanized roofing nail 8d common (2W x 0.131 ") nail; staple 16 ga., 1W/" Ion 3 6 gypsum sheathingd 1 %$" galvanized roofing nail; 6d common (2" x 0.131 ") nail; staple galvanized 1 Ya" ton ;1'/4" screws, T • e W or S . 4 8 5/8" gypsum sheathing d 11/4" galvanized roofing nail; 8d common (2W x 0.131") nail; staple galvanized 15/8" long; 15/8" screws, Type W or 'S 4 . 8 Wood structural • - nets, combination subfloor vedette ment to framin • 3/" and less 6d deformed (2" x 0.120 ") nail or 8d common (2W x 0.131 1 nail 6 12 7/8 " -1" 8d common (2W x 0.1311 nail or 8d deformed (2W x 0.120 ") nail 6 12 11/80-1W 10d common (3" x 0.148 ") nail or 8d deformed 2% x 0.120" nail 6 12 . For St :. 1 inch 25.4 mm, 1 foot • 304.8 mm,1 mile per hour =0.447 m/s; lksi.= 6.895.MPa. a.. AEI nails are, smooth -o rnmon, box or deformed shanks except where otherwise stated..Nails used for framing and sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common nail),. 90 ksi for shank diameters. targer.than 9.142 inch but not larger than 0.177 inch. and 100 ksi for shank • . diameters of 0.142 inch or less. . . b. Staples are 16 gage wire 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 panels shall be applied vertically. e. Spacing of fasteners not included in this table shall 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 wail framing shall be spaced 6 inches on center. When basic wind speed is greater than 100 mph, nails for attaching panel roof sheathing to intermediate supports shalt 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 wall framing. h. Gypsum sheathing shall conform to ASTM C 79 and shall ba'lnstatled in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C 208. . .1. 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 floor 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 blocking. . 7/16" APA. RATED SHEATHING ( 2416) ( IA" CCX.EAVE) W / Bd. t88 "O. C. EDGE AND 12" O. C. 0 FIELD, ATTACHED TO PRE-MANUFT. TRUSSES tP 24" Q.C. 3 -- 8d. @ FA. TRUSS. 8d. M 6" 0. C. 0 VENTED BLOCKING FASCIA WITH 2 - 8d 0 EA TRUSS H-1 SIMPSON A EA. TRUSS CONNECTION �,,,,, ..••� 7/18" APA RATED SHEATHING (20 - 0) E,,,,,_,,,,,,,,.,�.•- -r~'"' W/ Bd. 0 6" D.C. 0 EDGES 12 " 0.C. HELD. 3. 16" 0 18" O.C. REVIEWED FOR CODE - COMPLIANCE �_.,......�....'!�1._' APPROVED JAN 1 0 2013 City of Tukwila BUILDING DIVISION SECTION LOCATE SHEATHING MEMBER JOINT AT COMMON MEMBER RIM JOIST ATTACHED TO TOP PLATE W/ 8d. M 8" 0.C. TIDE NAIL 3/4" APA RATED SHEATHING ( 48 •- 24 ) GLUE AND NAILED W / 1 0d 0 8" Q.C. EDGES AND 12" 0.C. FIELD OVER FLR. JST. 3 - 16d. O 16" O.C. RIM JOIST ATTACHED TO TOP PLATE W/ Bd. 0 6 " Q.C. TOE NAIL - 7/16" APA RATED SHEATHING (20 -- 0 ) W/ 6d 0 4" O.C. M EDGES 12" O.C. F EL.D wfrei A.B. 0 60" 0.C. F/ ONE STORY 5/8" 0 A.B. 0 48" 0.C. F/ TWO STORIES ALL WITH 7" EMBEDMENT AND TOGETHER WITH 3" x 3" x 1/4" WASHER RECEIVED CITY OF TUK WIL/ . OCT 0 5 2012 PERMIT CENTL .. -We p /&L ry "©.c.,; 7 k; ro ;PM WO. /od.NAII0 @4"a.c. SWEAR Mt 0/f3I -CgiG. 1lle014 A 5; .AND 104 OR ex IZ /H WO. RIM ro T,J / 0210d . Mae. ©P$ ern. /od. EA. BID OPgtlE AG WALL. PANE.L:y @Efac.. -- S WALL, ()/God P /E3AY 1114001Z S7 tG► ").iY11G ote X P 14c1<c+. 10d. 7o: nlAIL. Pt 4Y iod €eocj t41 Rim Og. 2x „ OLO /114x2 o. /cxf.,eax E,4.645 c F'LANG 17" WALL (cs-wsp) zt o, F .,AR //vc r'+ A000 r1 oNAL le OPP ear Ame -mot 161 AND IL FLiz.skteArelb :To aL..i40. wfI t €•4"o.c. l Hi' r ©R... err rat, F'A La,EC.. Jo] 5rs . aide / ' j`,o INrE IZIog Ii K L. ,L TO JO 070 Nor IN .iNO I�t(r7"F oNE Aeg "Ltd 41.N. $PL/GE. lode 6"'d.c. /su. r1-4. ed. rog ' iNteta. • n4eseaz5rgAND otc1C 4. )A-5 5 PAR oLcg. Tub. 1. 1.R. Jar. WSP J0/67,4 r0 2 )(4 Coati ..-66/..447‘ t-�... Weal € WOOD 6404 8 4Ck 'G loci. G "o• C. *Ti?L.iQ • 5f9Arf1/NG. LDCATE PL;..R.. J.57: 0, SN et.,A- ►i! WAL.L. . ed.. @.(4; u c..G.. .ACg1:,JC, . Exr. Nn .s ►rw!r 44 Al3V. TOPPi..A7' AHD NAA 7t) ..(sr gme N1tL.eNG . SECT/DN. 6C,4 LE pia tx6 a6 rr. . WALL. 7vP PLAM rD LOWER PLATE . /r ,• . NA/L.0 {2 41Z0w:3 c1* 40). a)r WALL- 8WP LOWEr 7V TOp 0, sra. -I& d. NAIL* a EA..STUD ra NEJlr LAP a14IZAP NA/1:.taci #aF 1 4/1..5 PA %YELr N4/I4Ncc Cv'6z AU.. HOLPAsla 97V.. a . PAR- I-IP1 �� o 1 'Lf% 5 G24_9: /id!c lloNo.c. - --`� Jor. > ga ati. CS -WsP 4 d. m EA . 1314Oc4 Zg TQ /H erat, Pee bi3L. Slur) Frog b4 5. SPAN Ca g AT IZ THAN .€3! de5 1006r erza Poole PLAN 151? PLAN sruos @ /64 c.c. H�>l _/`x,[ /60. I- - '4 ' FA c7' AM raa. PLAN 7:1/ oR2x Pj.g..157" II re) 13rl. TRAP MR p44N M/ /. # n!4 /1.S _3.4A/1 eaW. 1 Nv WRAP �LWz7 . 'F dh1 /F NNC, ;; 27. SEC 71 OM � raw eCAL ' / 1 11 /-0» 'AP /ER P4414 IN /E-4 IV Of. NATL. IALS74013 ASV ANza ae.AH ew. ZieWo 5rn4p Amour,r4 a , /P NE1 1,6P. 5ECT10N ALs / //" / ..* 4 2g4Kici404e0 49°6: w/916d.@ E d A ArrAci-IXDrt) ALWANCE PgAtelidG APR zwrireg !�l.�t./L.7"• (g. 9';ra. reuuye5(R -40) 91'°1A0.sir1c7N ! P E.Xfatio 1 "oveseGEi17`7!, .1i1.AsaiN i iipl LAYME NT" 'T Rd Aa..PagtH 1 '. Mill ! :3;N .A ccgO. cweer, ear). ; +l tscmotiiizvoi ` I oVEZ tIEL E WWtlE~, L ' # C©N'llNtja�`�- PA tav i *al/zoo:4:404.A. PL4c BAct� /rte sIpis MIL . t gAP P /PLAIT ARoaND ,d3LGKb,4 R114./o1. r W/ 2.i4P H lL. !N STVD ' .411314 OH. 00 11341. REVIEWED FOR CODE COMPLIANCE APPROVED Cp)ad @ 7"121)55 /cad tS4 s tc. 4s 6:c..7 fie✓ N414 :: exAGga510. 1001.e. In "p. G. co"sexc. JAN 10 2013 City of Tukwila BUILDING DIVISION ex eV-Cr-KING Wes` t € ta" 04c. 4rrAC l . .� V01-1 Rase ►( scif.pag 134y NAIL .. V rop f 'L 4t6' 5/ia AT1'-/1NG ArleAchlE.o lb a481 -E rigio50 $/ mod. @44ctc. ED6E5 /Q G. M /L e ,Z. J L.A$ /N CeASIZ No AHD Viee, °so ..64-11eA72-1b. /Oo! .rG.NA1L e E . 7/40050 71: TvP / irk' . A34 Fr ?m .044`G ?U DS .76P pi_ . 24 asL.cgt. P a57 11:zoo PAY otIL Y Aecricw 3C4L•Er 1'M :.1.O" /N7 CRic "14g. AR W44.1.5 W 14E11 rgaS5C5 A e 1r rC>am.. Cwt: Ag ,5�lrri4 V 41 z it et LrctArE Bvi.C..< 1-00 5PAN We I4 N e'v 4' SECT /ON C3' RECEIVED CITY OF TUK` ^.' LA. OCT 0 5 2012 PERMIT CENTE ; 1 stmp6oN /4-1 04 7X1155 n777,F0 Pt 630G)L.rRo 5 To PLA7" FLASH 114,i .546? niliteg -Walt& Artri.. CJimrratz: . „00.• 4.4 NOM' WilEH 12"pfusi Hii i. Js 066 rnuo g-56 tkilat c.A77•01-1 GAN epe c.f$e. rrYPTCok R cot-ipt,sinow Boor frAorkoz As# paLr ovade 1,/eAPA eArzro SWeArtin.la (444)(0`iccx *Rowe) 14/j/exd. e 6" ac .000d59 ANO /e4C. fle, cv042 pies-bmer mineedat' °Z-4"9 • *49 291.01,0V IMINI4A770/4 14// W/A(0 il4Prfil.5 724 ADV. mAiNrAiviista /g Abe OA:Ace OAS° aWeo . cx.c pi a peg et,,„evAr7eu1/41 OVE Ile" Ant Raw) shigarbuisic._(zo.*6) NA/L. 1.4./PC,rig) "O c ex:epee i2' 0. C. tliaw • tog page stleatz. woo.u..) , Zi14 4. Isonzo azikager4sisc.c.trigeetz.e.lfi 0> ) 161 Z- 2rx.6 7"011° ie. (ZAP EVAL1-0 arlat• 114450-1..' ezweale Wpiee owe), yr L.CcAra •01445.4rdintak, ulaare- mi4e44 Hat.410g1Z act-PL,n) aIM doter 0- i-dtd. HATL.40 Itog ite. re, 00 000•000 0 TYPIGAL e/46 c12x,rii a, APA RAm-r) etig.47Nm14.648-24). (Qa-NA/4)14 e dee.c.avaa le#e).c.pozo eveg PLR. Jells 640716 Pax PLAN. tia5 ig-ac2 1A1801.. sf:Weie aNkleArer) AgeA. USE ye c;1416. Ovdsx LiviNc AgeA. 0 00 WOOD 07:0404. WIMP' evz acme. itioAp y vthiccul. 6/4"co,cusig.s/wilvoiow riasq. A/Ax.4 @ le 0.c. PL .10 dolor 00 .PLAtehtIntc?.. e 0.c. Croe NA4 a•,,i0E11...LY !mac). emorpistAe. aleA.E•,..14//9114 PL. KAsilao c.cti.N.c;) w/ P p/eca Or Antl, Ar liar 45 cocear (080 eroP AN42 cagioisotirtH) 24/1#44 07'000ffl WO, c • le).Arre 'Neut. zarLg.a67:(epgr..10 peg PLAN 2)4 ep P77 4a.46pv4. ceilisle.rgp.7.,D APPROVE L0 zt.z4 10944. Woo Avay 1 1 1I itttA1111.1. 41' Lto ex-E12/0ere weA7i-iar4 oxPoepat, tat••mAceo OhlAu. A/AVE 0 `1,40.477/012 gweparivE Aurgierig., A4.412 5#4.41.1.. 1:74AsitiO.o • P-10.4140 "P4s7.4 WA70..R.PizolPiee. xxrog lag ,,10/N7 , .perni•ler40 etle)( 4S pooga whvco 11400S14 A4g0 100M AiVP Ataxr? C.40LX6cA, 440 0 4e weArhwizenzi T 40417*Alegi414440 //g" It oll 1 1/2" ix HANDRAIL 1 ,/2" CLEAR FROM WALL SPACING BETWEEN INTERMEDIATE GUARDRAIL MEMBERS TO BE 4" O.C. [ MAX) TREAD TO BE GLUE AND SCREW/ ED FIRE BLOCKING MID - SPAN 1 ed. t 4" O.C. 2 x 4 THRUST BLOCK REVIEWED FOR CODE COMPLIANCE APPROVED 1A1■1 1 0 2013 City of Tulcwita BUILDING DIVISION ( 3 ) Bd. TOE NAIL STRIGERS •TO THRUST BLOCK Aeltrog.vgAtr. 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 at.the ends of the members. N h s allowed span at eac e Notch at end Floor or Ceiling Joist Max. • i Bored holes allowed within l, Bored holes allowed within middle third of span but in span at each end but no notches not permitted closer than 2" to any other notch or hole Ceiling rafters, In exterior walls and bearing walls, any wood stud may be cut or notched to a • depth not exceeding 28% of its width. Stud •.• 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. fides up to 60% of the width may be bored in non-bearing 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 holes may not be located in the same section of stud as a cut or notch. • r1 Lt - SC°7"'VOIV AA " 3.2,9 • RECEIVED CITY OF TUKVa.,1,. OCT PERMIT CH,' 0 5 2012 .••••■•••••••••••1\ 0/3 = 1/3 the depth of the joist • D/4 = 1/4 the depth of the joist D/8 =118 the depth of the joist ••• • . footnote 3-Vaulted ceiling requirement applicable to single joist or rafter ceiling cavity, not basset * M Slab-on-Grade floors shall have R-10 perimeter insulation. * Ail Slab-on-Grade floors with radiant heat shall have R-10 insulation under entire slab. Slab perimeter insulation and below •grade wail exterior insulation shall be •water reillistant, manufactured for intended use, . and installed per manufacturer's specifications. Slab insulation installed on interior side of foundation shall be installed with a themel break between the stab and wall. Slab insulation installed on exterior side of foundation shall extend downward frOm top of slab a distance of 24 inches or downward and horizontally for a minimum combined distance of 24 inches. • GENERAL INFORMATION Conditioned sq. ft.= Job type: New Building s U Addition P Occupancy: Single Family m Duplex 0 Heating fuel: Gas • Electric 0 011 0 Heating system: Forced Air • S Room Heaters 0 Heat Pump 0 Existing System Location of Heating Equipment a A IZA, E Remodel 0 Accessory Building 0 Propane 0 Other: Radiant 0 Hydronic ti 275 / 0 Other: Total number of bedroorns in dwelling: Floor: Slab on graderj Ext T&G Plywood a 4 Mil PON ■ • • lect tiwtYP0 ostorcipilha# wift.tmuged Wall : 47rrIPgr Pace Stapled Backed Batts In PVA Peke Ceiling: Face Stapled Backed Batts 0 PVA Pettit 11 1443tiosppliotitble Sj Building . Component 2009 WSEC Compliance Form - Zone 1 Residential Prescriptive Compliance per Table 6-1 Choose Option Glazing area % of floor area Glazing U-Factor ' Door U Factor Celing Insulation Above Grade W all Below Grade Wall Floors (over unheated area) V- I - Overhead attic vaulted' tenor exterior 0 13% 0.34 0.50 0.20 R-49 or R-38 Adv R-38 R-21 Int. R-21, lid TB R-10 R-30 0 25% 0.32 0.50 0.20 R-49 or R-38 Adv R-38 R-21 Int. R-21, W/ TB R-10 R-30 R 3 Unlmtd 0.30 0.50 0.20 RR.3489:dry R-38 R-21 Int. ' 21 ;nil R-10 R-30 footnote 3-Vaulted ceiling requirement applicable to single joist or rafter ceiling cavity, not basset * M Slab-on-Grade floors shall have R-10 perimeter insulation. * Ail Slab-on-Grade floors with radiant heat shall have R-10 insulation under entire slab. Slab perimeter insulation and below •grade wail exterior insulation shall be •water reillistant, manufactured for intended use, . and installed per manufacturer's specifications. Slab insulation installed on interior side of foundation shall be installed with a themel break between the stab and wall. Slab insulation installed on exterior side of foundation shall extend downward frOm top of slab a distance of 24 inches or downward and horizontally for a minimum combined distance of 24 inches. • GENERAL INFORMATION Conditioned sq. ft.= Job type: New Building s U Addition P Occupancy: Single Family m Duplex 0 Heating fuel: Gas • Electric 0 011 0 Heating system: Forced Air • S Room Heaters 0 Heat Pump 0 Existing System Location of Heating Equipment a A IZA, E Remodel 0 Accessory Building 0 Propane 0 Other: Radiant 0 Hydronic ti 275 / 0 Other: Total number of bedroorns in dwelling: Floor: Slab on graderj Ext T&G Plywood a 4 Mil PON ■ • • lect tiwtYP0 ostorcipilha# wift.tmuged Wall : 47rrIPgr Pace Stapled Backed Batts In PVA Peke Ceiling: Face Stapled Backed Batts 0 PVA Pettit 11 1443tiosppliotitble Sj Building . Component la • . DescripSon Including U-Factot or F-Factor .. Heat Loss Factor (HLF i U x ow : (1) Component Square Feet (SF) Limier feet (LF) COM Feet (CC) (2) Component : .. Heat Loss . • (HLF x SF, LF or OF) • A. Window, ' . • Glass Block Sliding & Swinging , • Glass Door Skylight . • , Garden Window . , 2 Single, uncertified (1.) = 120 ) Double, .uncertified (U = 0.92 ) NFRC certified (U i 0 32 ) NFRC certified (U 0.30 ) Skylight, single, uncertified (U = 1.58 ) Skylight, double, uncertified (U # 1.05 ) Skylight; NFRC certified • . (0 i 0.50 ) Garden window, Single, uncertified (U = 2.80 ) • Garden window, double, .uncertffied (U = 1.81 ) Other (U = ) 562 ISF 423 /SF , 141 /SF 130 /SF • 721 ISF 48,3 ISF 23.0 ISF . 1.19.6 AF • :833 AF : /SF /SF 2 1 " 17.0 ISF 7A /SF , az /SF /SF x x x x x - x ‘..,.,.‘, x , , ..., .... x . -.7 . • x x • x x x x x . $F = Btuh SF = *Btuh SF = Btuh . SF 4; Btuh SF = Btuh • SF = Btuh . ,-, .. . .BF * : Btuh , - SF = Btuh ) :SF i Stub SF = Btuh 'SF = . Bkih ',Stub Other (U = . ) B. Opaque Door wood, hood erne, unoert7'.; • U I48 Foam ine,; in mite frame,. uncertified (U = 0.37 ) Foam Ins., In wood frame, uncertified (11= 0.18 ) Opaque door, NFRC certified (U * 0 20 ) Other .(U i • ) SF = Btuh , 'SF = Btuh SF = Btuh SF .= Btuh C. • oo , 11 g Insulation (OPAQUE area only, . does not Include .. sityll Mares) 4b • ., e 1 • iti ) R-38 • • (Li i 0.031 ) R-40 'standard or R40 full depth - (U w 0.027 ) R-60 (0* 0.025 ) R- . (U ) 18, , • F 1A ISF 12 IsF. 12 /SF ..,' IS x x x . x.' X # • ' ' , 4U • • SF = : . -Btuh . . SF = • • Btuh ..... ...... Ai% It a 04-• ' SF 2= : . Btuh • . ...... .. 4 SF = 7.. 7;131.0 0 11,Insidallos; above and below grade (OPAQUE area only, does not include window & door area) 45 4 one . U g .vg ) 11-13, wood studs . .(U = 1 0082 ) ' R.19, wood studs (U * 0 032) R-21 cavity +R-10 headers, wood (U w . 0.051 ). • R-19 cavity :4. RS cont., wood studs (Li = • 0-.048 ) R-11, metal studs , ' (U = 0 132 ) R-19, metal studs - (U # . 0,109 ) R-10 cavity + R-6.6 amt., metal ant (I) w. 0057) R-13 cavity 4. R-10 cont., metal Muds (1.1 7. 0055) R- (U = • ) ' 1 . ' r F 3.8 /SF 2.9 /SF 2.8 /SF 2.1 ISF 6 1 /SF 50 /SF 2.8 /SF' 2,6 /SF . /SF - x , x x x x . x • x ... ' . .. 77-7-'8F x . x x # ....„ . 4.0 ... • SF # 1 • .Btuh . . . SF = . • Balh . .„, .... ....... . SF = " Btuh SF = . • 7Btuh. •... „..... ...... . • SF = - : ' Btuh z 7..7s.'.'777 . 'Btuh '$ F= 7.77 . Btuh 'SF # . : 7"atuft ,....... „ ' l' Btuh oor i er • Unheated Space , . one 1 T R-19 . (Li i ; 0.041 ) R-30 (U w , 0.029 ) R-38 (U = 0.025) . R- • •(U = ) 1:9 /SF 13 /SF 1.2 /SF ISF x x x x • x . . w ...... w ww., • : ;FE:: . . . ....... • SF* OM , 'SF = • 'Btuh • SF = , . Btuh ' ............F.. S..... lab Oft etadeflOOr Perimeter Insulation (use sneer ft, NOT sq.ft.) • one i --ti Rill) (F w • 0.040 ) R-___ • (F = ) 33. 24.8 11-F /LF x x x " LP i : .1 Btuh 'LF = *-7-777t3tun •-. 'LF = • :. Btuh lG i Basement Floor (for heated space ONLY . . None ' ''' • (F.gg . CAO ) .(F . ' ) .t.2 ILF iLF x . . ..... x -- . IT w Stub: - - LF , . Btuh r Id* ,i . n N (use cubic ft, NOT sq.ft.) i - WM • i. re., fr;Ti - .0 : x1. A H •1980,;2010 ' (.018 x 0.8 ACM Post-2010 (1118 x 0.35 *CH) 10 0.6 /CF 0.3 /CF x x x u 'CF gg ... 7 .. . Btuh 'CP • - - .... -Btuh ttfoRitlF: Dll. divided by( :, ': ::: ' Heated floor area in SF) (3).7000 e'Design Heating Load (DHL) in :Btuh : 2 Btuh . = Btuh/SF or wattsiSF 0 electric, divide by 3A13 for DHL in watts =2 WO ' Typical values for DNLISFfornew doOstructiOn are 8 fitub/SF or 15 .WaftsISF. '. pace - ng qu patent 0 ng LI ,. (6 • ropos - . : pace ; . Minimum required size = DHL x 1.0 = . Btuh or Watts Manufacturer: ...'..,:..' ::...,:::,.-. ."i „;:.,Msximurriellowed size .= DHL x 1.5 = Btuh or Watts Heating output ,.:' , .:::: •1•4•1•1•44.41•04..0% ': .• . ' ' ,.. • %, ■ '.."' - 1'79 .! qul. ment :„.. . , .:::::,:-.::::.'l Model # -' ::,-:.:,.::. • 'L:,•,'. Btuh Elden ..., , ' ; :,....',.: :..: AFUE ' " ''. '''' AirSPFr ' 01,';,. WSEC TABLE 9-1: ENERGY CREDIT OPTION DESCRIPTIONS la • High Efficiency HVAC Equipment 1: gas, propane, or oil-fire d furnace or boiler with minimum AFUE of 92% or Air-source heat pump with minimum HSPF of 8.5 1b High Efficiency HVAC Equipment 2: closed loop ground source heat ump with minimum COP of 3.3 1c 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. , 2 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. 3e Efficient Building Envelope 1: Table 6-1 Prescriptive Option 111 compliance with window U = 0.28, floor R-38, slabs R-10 full, or Component Performance compliance with Target UA from Table 5-1 reduced by 5%. 3b Efficient Building Envelope 2: Table 8-1 Prescriptive Option III compliance with window U = 0.25, wall R-21 •plus R-4, floor R-38, all slabs R-10 full with below grade walls R-21 plus R-6, or Component Performance compliance with Target UA from Table 5-1 reduced by 15%. 0 1600 3 Efficient Building Envelope 3: Table 5-1 Prescriptive Option 111 compliance with window U = 0.22, wall R-21 plus R-12, floor R-38, slabs R-10 full with below grade walls R-21 plus R12, and R-49 advanced frame ceilings and vaulted areas, or Component Performance compliance with Target UA from Table 6-1 reduced by 30%. 4a Air leakage Control and Efficient Vendiation: 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 met by heat recovery ventilation system per WSEC section 1508.7. 4b • 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 ail building envelope penetrations; and all whole house ventilation requirements met by heat recovery ventilation stern per WSEC section 1508.7. 60 7 _____ ___ _ Water ' er heating system shall include one of the fcdlowing: gas, piePlifi or oil water heaterwith minimum EF of OM or electric water heater with minimum. EF of 0.93AND 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 A112.18.1/CSAB125.1. b - Efficient Water Heating: Water heating system shall include one of the following: gas, propane or oil water heater with minimum EF of 1182; 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 MRCP Annual Performance of OG-300 Sertifled Solar Water Heating Systems; OR Electric heat pump.water heater with minimum EF of 2.0. 45 4 Small Dwelling Unit: Dwelling less than 1500 sq.ft. with less than 300 sq.ft. window and door openings. Additions to existin bUildin. that are less than 750 s .ft. of heated floor area 7 La • 0 Dwellin . Unit: Dwellin e exceedin! 5000 s. it floor area shall be assessed a deduction. 8 Renewable Electric Energy: for each 1200 kWh of electrida generation provided annually by on-site wind or solar equipment a 0.5 credit shall be allowed, up to 3 credits. Generation shall be calculated as follows: o4 = Solar electric system; design shall be demonstrated to meet requirement using the National Renewable Energy laboratory calculator PVWATTs. Solar access documentation to be included. Wind generation oroiects: design shall document annual power generation based on the following factors: wind turbine power curve, average annual wind speed at the site, frequency distribution of th wind speed at the site and the height of the tower. - New and Replacement Heating Equipment: Single-Family Residential Requirements in the 2009 Energy Code (January 2011) ,Minimum Hemline Eauinment Efficienve (new dwellinu units. addttions > 750 ft) New dwelling units, and additions 750 & and greater, must achieve one credit (two credits if over 5,000 f12) from Table 9-1 (Section 901). If the building permit application specifies Options la, lb, lc, or 2, then the minimum efficiencies for heating equipment are - Option la: Gas, propane or oil-fired furnace or boiler with minimum AFUE of 92%, or air•source heat pump with minimum HSPF of 8.5 (HSPF maximum is 65,000 Btu/h). - Option lb: Closed-loop ground source heat pump with a minimum COP of 3.3. - Option le: Ductless split system heat pumps with zonal control. - Option 2 All heating system components installed inside the conditioned space; all combustion equipment to be direct vent or sealed combustion. 2., Heating Equipment Sizing (pew and replacement heating eauipmentl Heating and/or cooling design load calculations shall be submitted (Section 503.2.2). An electronic version of the DPD "Heating Equipment Sizing Form" is posted on the website at http://vvww,seattle.gov/DPD/Cocles/Energy Code/Overviewifonns res.asp (This form is 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) natural gas- or oil-fired space heating equipment whose total rated space heating output in any one dwelling unit is 40,000 Btu/h or less, and (b) electric resistance heaters under 2 kW. The previous exemption for equipment with an AFUE of 90% or greater has been deleted. r., e n ad r If e ti • ui - 11 '.4 Whenever new (Section 503.10.2) or replacement (Section 101.32.6) heating equipment is totalled, air leakage testing of the ductwork is required REGARDLESS of whether the ductwork 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). Existing ductwork shall be tested, but no maximum duct leakage rate is specified. duct leakage test report shell be provided to the DPD inspector by final inspection. 4. Permanent Certificate (new and renlacement beatinapuninment) The type and efficiency of heating (and cooling) equipment, and the tested duct leakage rates shall be written on the permanent Energy Code certificate at the building site (Section 105A). If a permanent certificate does not exist at the site, then.the contractor shall post a permanent certificate 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. 5, Other The work shall comply with other applicable requirements such as: controls (Section 503.8), at insulation (Section 503.9 & Table 5-11), pipe insulation (Section 503.11 & Table 5-12), etc. Whole Ed Check the box to describe which •one of the four prescriptive Whole House Ventilation Systems you will be using. 0 Option 1 - Intermittent •Whole House Ventilation Using Exhaust Fans • CFM Exhaust Fan Flow Rating Per Table (attached). Location of whole house exhaust fan(s) must be shown on the plans. • Fan controls: 24 hour clock timer with capability of continuous operation, manual and automatic control 8 accessible. • Whole house fans located 4 feet or less from the interior grille shall have a sone rating of 1.0 or less at 0.1 inches w.g.. • Outdoor air shall be distributed to each habitable room by individual 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 ducbs, undercutting doors, grilles, transoms, or similar means. Doors shall be undercut a minimum of W' above the floor covering. aOption 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 M1508.3. The denvered ventilation rate for intermittently operating ventilation systems shall be the combination of its delivered capacity from Table and its ventilation effectiveness and daily fractional operation time from' • The system shall distribute outdoor air to each habitable room through the forced air systems ducts with an outdoor air inlet duct connected at the return air plenum of the forced air system, at a point within 4 feet upstream of the alr handler. • The system 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 energiting other energy-consuming appliances. • At the time of final inspectkm, the automatic control timer shall be set to operate the whole house ventilation system for at wait Mum asisv. Option 3 - Intermittent •Whole House Ventitatkm Using a Supply Fan:- -44F- • Outdoor air shall be distributed through the forced-air systernducts or .through dedicated ducts to habitable rooms. Supply • fens shall have the capacity tr) provide the amount of air specified in Table M1508.2 and air must be filtered before delivery. • inch outdoor air inlet duct, connected to the furnace supply air strcam or return, sized per Table • .Fresh Air inlet duct Back-draft Damper Selection: (Choose one). D Calibrated manual volume damper installed and set to meet the measured flow rates in Table - by field tasting with a pressure gauge andlor following manufacturer's installation Instructions. E3 A manual volume damper installed and set to meet the •measured flow rates specified in Table. M1508.2 by field testing with a flow hood or flow measuring station. Art automatic flow-regulating device sited to the specified flow rate in Table M 1508.2 which provides constant flow over a pressure range of 0.20 to 0.60 inches water gauge. At the time of final inspection, the automatic control timer shall be set to operate the whole house ventilation system for at least • 8 hours a day. 0 Option 4 . Whole House Ventilation Using a 'Heat Recovery Ventilation System: • AU duct work In heat recovery system shall be sized and installed per the manufacturer's instructions. • System minimum flow rating shall not be less than specified in Table Heat recovery ventliatiOn systems shall have a filter on the upstream side of the heat exchanger in both the intake and exhaust • airstreams With a. minimum efficiency ratings valise of (mERv) of S. • Outdoor air inlets shall be screened or otherwise protected • from entry by leaves or other material , . • Ventilation supply ducts in the conditioned space upstream • of the heat exchanger shell* insulated tOa • min. of RA 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 403.81. * 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 Mechanical Code Table 403.8.1 (conbnuously OieratinQ systems) MINIMUM VENTILATION RATES FOR DWELLINGS FOUR STORIES OR LESS, Qr N Number er Bedrooms Floor Area (sq.ft.) 0 0 1 1 2 2 3 3 4 4 5 5 6 6 1 1 > >7 0 1600 3 30 3 30 4 45 4 45 6 60 6 60 7 75 7 75 9 90 45 4 45 6 60 8 80 7 75 7 75 9 90 9 90 1 105 SO 6 60 7 75 7 75 9 90 9 90 1 106 1 105 1 120 • 90 • 9 90 . .105 1 •4501 t 120 1 120 W WM 105 1 105 1 120 1 120 1 105 1 1t5 1 120 1 120 1 135 1 135 1 150 1 160 1 165 \*3 32-14 Prescriptive Slippy Fan Coluct Sizing 0 - 4 inch 90 - 150 CFM 150 - 250 CFM 6 inch 7 inch 2009 international MeChanical Code Table 4O3.8:..; 6,1'. ongli',111mworworsummilimorriimmor wouisr woOrtrawipirmsaimenswow, 1 VENTILATION EFFECTIVENESS FOR INTERMITTENT FANS ICY FRACTIONAL optRAltoN iME, f VI4tlLON erkECTIVEINTESS 0.33 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 0 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA' OCT .0 5 2012 • 35%. < f < 60% 80% < f < 80%, eo ... • • . .• • 0.6 0.75 1.0 L.E41444 rg9rING DEI-10977RA771410 opE•ci Pic AgEA aectoao ReCtt: PIVOR 7b P/ 4.4/...i/Cret:20.4/ k.) Qt t pAc 0 %71. ©r I p• 12.. sYSr ;H 0 0 Parzci _tor LAYOUT' POR Lor ;0 5 PAGE 4P GXT WALL ASV. _a A o BAT / ~ ---- -- �' 4" 8 =0" tt 3 =!D" KIM/4E1'1 ill-e,011 1 0 .t e 4 t 0 1 0 4O0u I die," /016" Z REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 0 2013 City of Tukwila BUILDING DIVISION ern. 15AfH. aoNU6 12M. BEAM BATH A3EOA24. 1. A/O PL. LAYOUT" FoR LOT UPP E ie PLR. LAYOUT Po. Lor . . REV ER 5 E. PLAN FROM LOT '2' To LOT ScA LE 3 /16)"- /'o bii- RECEIVE; CITY OF TUKVJILA OCT 0 5 2012 PERMIT CENTER 10� Typical Prescriptive Braced. Wall Panel (Per IRC Section Reo2.1 q.$, Method(W 5 2 -2x Top plates���/�- gger joints 4'" min. Nail 16d at '16 ". o.c. 2x studs spaced f .." :o.c. max. End a ll! s to top plate with 2 46d nails. Nafl stud to plate•wlth4•fld toenaaUS.or'2=16d`and.naiia -- Wood structural panel sheathing» minimum 5/15 ;thick ° for studs ir 0.0. and minimum 3/8" thick for studs 24" o.c. :1 , c .I • a .. l ', .�' t' • • Preactiptive Alternate 2x Blocking installed a , Inst sheathing an 'naNed to stud with 1 . Nalshipathil at 6" on center at panel edges and 1r on center in the pant field. •2x sill plate nailed to Joist or blocking with 3.164 nalls per : er 1/2" diameter anchor bolts:with mlh. embedment :spaced:4' 00 " -On center'f00 a two'story bulding, (1'4)".:00 dentart•tait a ii�y'.buildding:One 'bolt withtit►e 12 each end of each' Ocoee tit materie L 3 "x3 X1/4" aalaranized. washers are required. Approved floor system 2x Pressure- treated mud sin Approved foundation system (AMP) -:2 • 2x Top plates Stagger joints :4 »d " min. Nail led at 16" .o.c. . 2x08 .. eratXib Pit, a0 57L. as /O& HDJ . Ae gEesGllm,," • . 2x'studs spaced. "o.c. max. End'nall stud to top plate with 2.16d nails. Nall stud to sill piste. with 4-8d toenails or 2 -160 end. nails. • Wood .•structurat l panelsheathing n Minimum .5 /16" thick jOr StOcis 1 "0.01, and Minimum .3/5" :thick for studs :24" o o. Sheath one side foe .single .story, ,: or both .sides if on the first of.two•stO ies. 2x Blocking installed :egainstshealtithing and nailed to studs; with ;1.8.d. nails. Nali:sheathing. to blocking and all panel edges at 8...:on center for. single . story, or 4" o.c. if on the first of two stories.. - Approved steel hold : down device::'. Install' and .fasten' per,rnah ufac 8000 IitstrU4tions. 180W cepac ulred:for One story and 'the:eec and of: sus, 3000# capacity requked for f of two stories. 2.x sllpiaate naU,ed to..joist -or. blocking With 3 -1'6d: naps in•dvery16. irtc of plate. :1/2 " .diameter anchor bolts,with:-min. T embedtflent.:end'3"x .3 "x 114" gaivenized squaare..pla!te washers requIred :TwO.bolts requl ed'at quarter: , iota for•sit story. three.brdts teciolredetfifth points for'tWo stofy-contaln• NOT TO SCAt.E • : Nall ahefttdti9.with 8d commorit.131 j ar aalvsMxed box nails spaced Von center lilt .heath tali$ edges ainq 122" *Ala the tleld. Approved'}lOor'syetarrt.. Approved foundation system tsl 241N. WOOD STRUCTURAL PANEL OR 32 IN. STRUCTURAL FIBERBOARD SHEATHING CORNER RETURN 18D NAIL (3%.'x .0.1311' AT 121N. 0:C. OPTIONAL NONSTRUCTURAL FILLER PANEL SEE MOLE 1 :3(1):t IR.1 TENIftG ORIENTATION OF VARY SEE FIGURE R602.3(2) GYPSUM WALLBOAirip _AS'RE {UIREDANDINSTALLMIN ACCORDANCE WIT ' CHAPTER.7 SEE TABLE R6,02.3(1) FOR FASTENING \. CONTINUOUS WOOD SEE TABLE R602.3(1). STRUCTURAL ' LL PANEL FOR FASTENING (a) OUTSIDE CORNER DETAIL ,ORIENTATION OF STUDS MAY VARY. SEE 'FIGURE R602:3(2) 16D. NAIL (3Wx 0.131' AT 12 IN 0.C. GYPSUM WALLBOARD AS 'REQUIRED AND INSTALLED\ IN ACCORDANCE WITH CHAPTER 7 MINIMUM 24 IN. WOOD STRUCTURAL PANEL SHEATHING O.R . 32 iN., STRUCTURAL FIBERBOARD CORNER RETURN CONTINUOUS WOOD STRUCTURALPANEL OR STRUCTURAL FIBERBOARD BRACED WALL UNE SEE TABLE R602:3(1) FOR FASTENING SEE vex 02.3(1)•FOR FASTENING (b)-INSIDE CORNEtt l)BTA,L . GYPSUM WALLBOARD AS REQUIRED AND INSTALLED *ACCORDANCE WITH • CHAPTER 7 160 NAIL "(3Wx. 0:1311 2'ROWS024 IN.0.C.' OPTIONAL BLOCKING FOR GYPSUM BOARD SEE TABLE R602.3(1) FOR FASTENING MINIMUM 24. IN. WOOD STRUCTURAL. PANEL SHEATHING OR 32 IN. STRUCTURAL FIBERBOARD SHEATHING (BOTH EDGES AT CORNERS) SEE TABLE 'R 602.3(1) FOR FASTENING MATERIAL TABI.IIF R602,30.4.1 CONTINUOUS SHEATHING METHODS MINIMUM THICKNESS FIGURE CS WSP Wood structural panel CONNECTION CMTERIA 6d common (2" x 0.1131 nails at 6" spacing (panel edges) and at 12' spacing (intermediate supports) or 16 ga. x 13/4 staples at 3" spacing (panel edges). and 6" spading (intermediate supports) See Method CS-WSP Continuous portal frame See Section R602.10.4.1:1 See Section 8602.10.4.1.1 WSP . ,._ 'SYVVood structural panel. (see Section R604) ' 3/ " 8 Story Location Braced Wall Line Length - Nloihod LIB METHODS OWE, SFS, GB, PBS, PCP, HPS Method WSP Continuous Sheathing For exterior sheathirtg see Table R602.3(3) For interior sheathing see Table R602.3(1) . GB IMIMIIIIIIIIINIIIIIIIMIIIIIIIIIIIIIIIIIIIMIIIIIMIIIIIIIMIMIIMIMMIIIMIIIIIMIIINIIMIIIIIIIIIIM AB's' Gypsum board Alternate braced wall 1 / See Section 8602.103.2 ....".. II 111111111IN 25 2.1 f . NP Nails or screws at 7" spacing at Panel edges including t'Op and bottom plates; for all braced wall panel locations for exterior sheathing 1 or screw size, see Table R6023(1); for interior gypsum board nail or screw size, see Table R702.33 5.0 See Section 8602.10.3.2 PPH Intexm % portal • . See Section R602.10.3 3 1111 6.4 , 111, t NP See Section 1(602.10:3.3 10.0 DESIGN PARAMETERS MAX. HIT • 10' timerrimrealas Oweserommusmitmore , ' • . , TOP NATE OetirtoyV is • waft,' °hANDER4thEMU MUM WAU,aReNtorn -• - +► RECIUIRBpp II3P5. Mlle. $"x'14; Q'Ntn•IMAOERI 110I SNALL044UNAr'1'OROF WALT. 2'?OH) WORM SH INGTGOADEltWJTH$COMMON, NAI Vonm MMT@RNAs8HOWN AND S"'O.C.IN • PRAMS AS SHOWN (STUDSAND SIi.I.$)TY4 HEADER SHAU.6s FASTENED:To mt . KI$ s'ruDWm4e- 1eD•slNiORNAILS 1 .w !fn • .1000 LaMitAPERIACK4Tte sTRAP.OM somH MDas ' 8 {u TAILDN1r IDffASMOWNON • . FORAPANEt.1PLICEAFNN PANE DGEsSHALI•ea. AN . • sLocaFAD QOX twinst�f OF.paD NOM ONL • RDWOFTYP. eHEATHING•TOTRAMING IS REWIRED IN EA PANEL • • WOO nTnuonfitALPANELemerl0TMA S. MIN, (2j 06a.TYP LENGTH man,. aEn ON TA1 '8003.10.4.2 • • BRACER wart . cosi* erne rtiNb. ,tq�NO. OF PER . TAB i 1522 5( ism Nil • V. • • • 1 • • 7011+ 2" •2Vrx"PtATE WASHER TRIO P&Li.'nn • IrNEDED • 16D SINKER . NAILS IN2ROWS; a 3 "O.c. 1000L1'!1 ONO* Th cKfI s WOAD oTuRALPANEL we GRAVITY LOADS : ROOF : TRUSSES. AND COMP. = 15 psf. Dead Load 25 psf. Snow 40 psf. Total OPTIONAL NONSTRUCTURAL FILLER PANEL LATERAL LOADS: FASTENERS ON BOTH STUDS AT EACH PANEL EDGE- '- WiND: 3 sec. wind gust speed Exposure category °' 8 " 85 mph. (c) GARAGE DOOR CORNER FLOOR : souse 1602.1o.4.4(1) 12 psf. Dead Load 40 psf. Live 52 psf. Total SEISMIC: Design Category 0 MEMO PANEL:WIOTH: P DECK: 10 psf. Dead Load 60 psf. Live MIN:. MAX ism ;7A8 BA Ni d FULL IT I CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL SITE SOILS DATA : 1500 psf. Assumed , ADDITIONAL ALLOWANCES) 1/2' APA RATED (PLYWOOD OR OSB) i V P X STUC 't pACSE :t@ 18.0.0. NAILS 0 8" O.C: Ems f3 8 " :C1.0: GABLE END WALLS. PERPENDICULAR FRAMING 8d •� 6 "0.C. ALONG BRACEO WALL PANEL ��BRACED WALL PANEL 3-16d x.16 O:C. 'ALONG: BRACED WALL PANEL 8d @:'6 "'O.C. ALONG BRACED WALL PANEL BRACED WALL PANEL 3 -16d @ 16" 0.C. ALONG BRACED WALL PANEL PERPENDICULAR FRAMING , CONTINUOUS: RIM OR,BANO'JOf8T FULL HEIGHT BLOCKING CONTINUOUS ALONG LENGTH OF ACEI ' WALL • BRAG �:@ . 6'".q {C. ALONG BRACED WALL PANEL BRACED WALL PANEL 3«184: 16t':t).C. NANO BRACED WALL PA L' • WAIL PANEL 8dAfr6B C: ALONG BRACED WALL PANEL BRACED WALL PANEL` 34E4 trap. ALONG' BRACED WALL PANEL oONTiNUO,l18 RIM OR.BAND jola`r"'' A WALL PANEL TOE NAIL 3484 NAILS AT EACH BLNo MEMBER BRACED WALL: PANEL 3-184 AT EACH,: BLOCKING MEMBER NAL .FRAMING. t° DIRECTLYBELOW 174t.L ii A A l - .,6d:NAiLs EACH SIDE FULL HEIGHT BLOCKING a WO.C. ALONG BRACED WALL TABLE 11802.10.1(2) BRACING REQUIREMENTS BASSOON SEISMIC DESIGN CATEGORY AS A FUNC790N OF ty WA Lt. LINE LENGTH). • SOIL CLASS D" WALL HEIGHT c'10 FT ie PSF. FLOOR 'DEAD LOAD 1S PEP ROOFMEILING DEAD LOAD BRACED WALL LINE SPACING 525 "F1 . MINIMUM TOTAL LENGTH (Teen) OF BRACED WALL PANELS' REQUIRED . . ALONQ UMBRAGE!), WALL LINE Seismic Design Category (SOC) Story Location Braced Wall Line Length - Nloihod LIB METHODS OWE, SFS, GB, PBS, PCP, HPS Method WSP Continuous Sheathing SIX Dz '\ 10 NP 4.0 25 2.1 20 . NP 8.0 5.0 , 4:3 30 ' NP 12:0. 7.5 6.4 40 NP . 16.0 . 10.0 8.5.. 50 NP 20.0• '. 12.5 10:6- , 7 .0 �°' ...., 10 NP 7:5' 5.5 _ 4,7 20 N,P.. 15:0. 11.0 9:4 , ' 30 NP 22.5'. . 16.5 14.0 , , 40 NP 30.0 22.0 18.7 50 NP• 37.5. . • 27.5 23•4,. 10.5 10 _ NP NP HP NP 20 NP . . NP . NP NP 30 NP. NP NP NP 55 ' 40 NP NP NP NP 50 NP NP • . Nip NP TABLERS02.10.1.2(1) BRACING REQUIREMENTS RASED ON WINO SPEIEO as a Amadoi) Of breoed`Miall line etlleolnit • EXPOSURE CATEGORY 8;0 FT MEAN ROOF HEIGHT, 10 F1' EANE 10 RIDGE HEIGHT; to.et.WAu. HEterfr, 2 BRAct0 WALL LINES, . . MINIMUM TOTAL LENGTH (feat) OF BRACED WALL PANELS REQUIRED ALONG EACH BRACED WALL LINE . Basic Wind Speed (mqh) . Story Loi anon Braced Wan Line Spadrip `(test) . • Method 1.I01• n Method GB • (doUbls Mldid)s Wailed, 000, ' WsP. spa; Pcp, KW! continuouii.' Sheathing. . 5 85 (mph) 10 " 35 3.5 2.0 1.5 20 6.0 6.0 3.5 3.0 30 8.5 8.5 5.0 • 4.5 .. Y-' 40 11.5, 11.5 6.5 5.5 •~'` 50 14.0 14.0. 8.0 7 .0 �°' ...., 16.5. 16;5 9.5 . 8.0, 10 ... 6: . 6.S 3.5 '.. 3:0 20 115 11.5. 6.5 5.5, .. 30 .. 164 165 9.5 , 8.0. 40 21.E 21x3' 12,5 10.5 50 26 :5 26.5. 15.0 13.0 . . 60, 31.5 31.5 18.0, 155. 10 NP 9.0 55 4.5 20 NP 17.0 10.0 8.5 . : 30 NP 24.5. 14.0 12.0... 40 NP 32.0 18.0 1S5 . 50 NP, 39.0 . . 22.5 19.0 60 NP 46.5 26.5 22.5 ALIGN VERTICAL JO NIS 0/STUD 1 Ws BUCK. et HC i ; JOINTS EXTEND SKATING TO FOTN. SILL PL BRA.WALL-U .(BWL is :() ;VIAL: HAVE A WWI Y LEAST 25 Fr. O.C. F.A. ' ENO, B UP, SHALL BE PERNInIED :TO BEGIN 8. FT: FROM : EA;'' NO:C 'BWI. PROVIDED THE END OF FA BVVP, war. TO THE. t lNL I BWALL HAVE A TIE N. WITH 1800# CAPACIITY CLCZEST 'TO THE CORNER AND TO THE FIT. CA FRAMING BELOW. . WHEN (BWP j. I8 NOT LOCATED AT EACH END OF (BWL;, j: A 0iLLECTOR SHALL SE PROVIDED. 1/2" 0 A.B. 7" EMBEDMENT to 60" CSC. FOR ONE STORE., 8/5 ".0 AB:: Ay W /8" X 3" X 1/4" WASHERS/ 7 EMBEODMENT 48" D.C. FOR TAO st s. . CONTINUOUS FOUNDATIt J iS FeauweD. MIN: 4 FF': PANEL- WICTI`'H WHEN, GYPSUM BOARD ON TWO SIDES OF BWP. MIN. 8 FT. PANEL VVID H WHEN 1/2" GI' PSUM BD. i5' PLACE) ON LINE FACE ONLY.' SECURE GVVB WITH 'BO. DRYWALL NAILS t7" 0.C. ALIGN °VERT. JOINTS 0/ STUDS . 1 Kira" BLCK, HOW., JOINTS` iJ 32L1 .... 'i RECEIVED CITY OF TUK ,'L/ :;. OCT 0 5 2012 PERMIT CENTER itai SVVP: 04AL4 Be SUPPOpiEt ON COttriNUOUS FCtI'IV. At 'A :NOTEXCEEDINO BO Pt . IN TWO STORIES BL.t G: BWP> SHALL BE SUPPOFTECO ON CONTINUOUS EXCEPt. WHEN THE HT OF Mg PRIPOS WALL NOT EXCEED 4 FT. OR FIRST FLOOR: BWP. IS SUPPORTED BYDBL. PLR JOIST; a 1 FLOOR BEAM, AND THE OISTANCE BETWEEN BWL. OfS'NOT EXCEED mace THE BLDG. WIc'TH. MEASURED PARALLEL TCj BWP. Z V) CC DESIGNED . PROJECT .z S a 0m",rmta; 1 1 -` 1 E.)(ISTING 48'-24" ONC. PPE I (N): I (S)... 97.001' PROPOSED SSMI4#11 RIM: 112.68 IE: 105.99 (8' NORTH) IE: 106.09 (3"EAST) PROPOSED FIRE HYDRANT EXISTING DRIVEWAY SSMH T-6 RIM: 113.04 IE: 106.53 (8*SOUTH) IE: 106.70 (6"EAST) IE: 108.03 (6"WEST) EXISTING DRIVEWAY 25.00' • z 127' E XISTING FIRE HYDRI cn (f) 0 NT IE: 110.16 (NEW 18"CPEP) EARTHWORK QUANITIES CUTS: 30 CU. YDS. FILLS: 30 CU. YDS. EXISTING 15'-18" CONC. PIPE TO BE REMOVED IE(N): 109.74 IE(S): 109.54 S=1.33% EXISTING DRIVEWAY 40 (J) 0 1.1.1 (7) > 0 a_ Ct. 0 03 W I 0 CN • 80' -18 "CPEP SSMH T-6 RIM: 112.56 IE: 105.72 (8"NORTH) EXISTING IE: 105.82 (8"SOUTH) PROPOSED 1E: 107.22 (6"WEST) 'EXISTING IE: 105.82 (6"EAST) PROPOSED 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. s 90°00'00" E EXISTING STRUCTURES TO BE REMOVED .4e•.1_• • 0 CN 0 0 u) t --I_ 1 -1- 1 60' -18 "CPEP -H s 00 "0(1'00„ 0 0 U) 0 FUTURE RESIDENCE PROPOSED 6" PVC ROOF & FOOTING DRAIN S=0.0200 FT/FT 132.00' LOT 1 6,512 SQ.FT. FUTURE DRIVEWAY s 9000'00" E LT 11-5.00' • EMERGENCY VEHICLE TURN-AROUND ACCESS EASEMENT PROPOSED SSMH#2 RIM: 113.98 IE: 106.90 (8"WEST) IE: 107.00 (6"NE) IE: 107.00 (6"SE) R POSED 083 (TYPE 1) GRATE: 113,75 IE: 111.54 (8"WEST) )1E; 112.04 (6"SE&NE) oo NO0'00'W, 5.00' 'TRACT PROPOSED 6" PVC SSS S=0.0200 FT/FT PROPOSED 160'-8" PVC SS, S=0.0050 FT/FT 3,897 SQ.FT. PROPOSED 140'-8" CPEP STORM, S=0.50% S9C.r0 0'00"E 7 PROPOSED CB2 (TYPE 2-48") GRATE: 112.53 X r - IE: 110.00 (18"CPEP SOUTH) NEW 7F-R 1E: 110.00 (18"CPEP NORTH) NEW IE: 110.84 (8"CPEP EAST) NEW IE: 111.00 (6"PVC NE) NEW FUTURE RESIDENCE PROPOSED 6" PVC SSS S=0.0200 FT/FT FUTURE DRIVEWAY 1 • , .(C.; 55- 0 1 20.00' 18.00' 0 0 250.00' 4.7' 41.6'1 SCALE: lincb=lOft. MEE_ 10 5 20 25 PORTIO \I OF NW 1/4, SE 1/4, SECTION 10, T23N, R4E, W.M. 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 N90004 -0.0o' 132.00' 6,512 SQ.FT. /1\ NO0'00'W, r,..EMERGENCY VEHICLE TURN-AROUND ACCESS EASEMENT ... _ -"\------1\------------",--,-.7,-,-,,,_,---,----"-_,,,,,_,-- *D 0 0 00 6V) tip FUTURE DRIVEWAY 118.00' WAWA Ir /JO FUTURE RESIDENCE PROPOSED 6" PVC SANITARY SIDE SEWER S=0.0200 FT/FT ■ 's!-2 •-• • 53.6' LOT 2 6,540 SQ.FT. s 90•00'00" E • 10000' 0 7 PROPOSED -•-t-4..r...----- .."-- 6" PVC ROOF & FOOTING DRAIN ....... --- UP -- .-...,- P (: - \--- -.-- ".-- f ......,.._...._. ---7-77 --7-1 ,7-' a. S=0.0200 FT/FT ....4,............,,,, . .._.... Tv. -- ____. r--) C tu w. _ ::: .T... -,7 , r _ ,L 0 0 0 0 0 cc) N90°00'W 20.00' 0 0 tr.) FUTURE •DRIVEWAY N N 0 0 6 V) LJ 0 9 0 0 (1) \N‘ 18.00' 20.00' 0 P °POSED 6" PVC SANITARY SIDE SEWER S=0.0200 FT/FT FUTURE RESIDENCE 118.00' LOT 3 6,540 SQ.FT. as- 30z1-4 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 0 2013 City of Tukwila BUILDING DIVISION APPROVED NOV 0 9 2012 City of Tukwila PUBLIC Works Pfttiv- 77,3 7 EXISTING 8"PVC STORM EXISTING 25.00' DRIVEWAY PROPOSED 6" PVC ROOF & FOOTING DRAIN S=0.0200 FT/FT 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 EXISTING 18" CONC. PIPE S=0.03% S90'00'00"E DRIVEWAY CROSS-SECTION A-A 2% NOT TO SCALE 20' WIDTH ASPHALT C/L cc 0 z z LLI w vevre"4-0, 2" CLASS 6 ASPHALT (COMPACTED DEPTH) 4" CRUSHED SURFACING TOP COURSE (COMPACTED DEPTH) GRAVEL BORROW AS NECESSARY 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. -SS- , r 0 ;., 0 L) Go 250.00' A) 0 *V ' To Z- t °Al 0 14/v 0 (44,1 ri/ 'TA ic ON 71-1C 5"ITs. UTILITY LEGEND H? EXIS.T1.\G OVERHEAD POW F-',/v EXISTING WATER MAI \ (8"D.I.) - EXISTING NATURAL GAS !-• RECEIVED CITY OF TUKVVILA OCT 05 2012 PERMIT CENTER ---ss-- -ss-, EXISTING SA_NITARY SEWER MAIN (8"JVC) PROPOSED NATURAL GAS PROPOSED U \ DERGROLND POWER & COMMUNICATIO - PROPOSED 1" 200 PSI POLY WATER S7RVICE 4/2/06 ADDED 15 ESMT TO HAMMERHEAD, RELOCATED DRIVEWAY 1 & 4 NO. DATE REVISION ALLIANT ENGINEERING Se LAND SURVEYING, INC. P.O. BOX 2596 WOODINVITI.F., WA 98072 (425) 485-1083 1 7:717C7767776571 APPLICANT: PALWINDER MUTANI 24017 113TH PLACE SE KENT, WA 98030 (206) 501-6467 DRAINAGE & PAVING PLAN SHORT PLAT L06-004 SITE ADDRESS: 12044 - 44TH AVE. S. TAX PARCEL NO. 3347401120