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HomeMy WebLinkAboutPermit D12-323 - MULTANI - LOT 2 - NEW SINGLE FAMILY RESIDENCEMULTANI - LOT 2 12044 44 AV S D12.-323 Parcel No.: Address: City okukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.2ov COMBINATION PERMIT - NEW SINGLE FAMILY 3347401121 12044 44 AV S TUKW Project Name: MULTANI LOT 2 Permit Number: Issue Date: Permit Expires On: D12-323 01/14/2013 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 Contractor: Name: MULTANI CUSTOM HOMES LLC Address: 9524 S 237 PL , KENT WA 98031 Contractor License No: MULTACH891NR Lender: Name: Address: Phone: 253 653 -6815 Phone: 206 -501 -6467 Expiration Date: 08/19/2013 DESCRIPTION OF WORK: CONSTRUCTION OF 2731 SF 2 -STORY SFR WITH 685 SF 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 Type of Fire Protection: NONE Type of Construction: Electrical Service Provided by: SEATTLE CITY LIGHT Fees Collected: $32,423.43 International Residential Code Edition: 2009 Occupancy per IBC: 22 ** *continued on next page * ** do IRC:- SF7 /1C1 n19 -373 Printprt• M -14 -9013 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: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the 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: Is-tq/vi Date: /'/ 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 n n17 -R73 Printad• n1.14 -7n13 9: There shall be no occupancy of a buildintil final inspection has been completed and ft oved 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 applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 31: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures dnr.• IRC.- SF7 /1/1 1117 -393 Printari- n1- 14 -9M3 and fittings in all residential, hotel, motel, s 1, industrial, commercial use or other occup ies that use significant quantities of water shall comply ashington States Water Efficiency and Co ation Standards in accordance with RCW 19.27.170 and the 200 " niform Plumbing Code Section 402 of Washin on State Amendments. 32: 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. 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 sprinlder 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 sprinkler extinguishing system is required for this project. (City Ordinance #2327) 50: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). Hon. IRC.-SF7 /1 fl 1117 -121 PrintArl• (11 -14 -2(11 51: Adequate ground ladder access to rescifindows shall be provided. Landscape a flatideep by 4' wide area below each required rescue window. 52: Maximum grade for all projects is 15 %. 53: FIRE LANE - NO PARKING areas were declared at your complex because of less than minimum clearances for fire department vehicle access. These areas are in need of re- signing or repainting per City Ordinance #1846 and Uniform Fire Code Section 10.206 as amended. 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. r1nr. IRC. -SF7 /1 t1 n19 -393 Printarl• fl1 -14 -9(113 CITY OF TUKWJA Community Develoj` at Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 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 Address: /2044 44.th.AVV Se) . King Co Assessor's Tax No.: 334 7¢ ©/ 12 / j�• ? '4 i k! '.y "te �' b"+'. A yc�d+ �"'SF {p' pe *}"'.vayi�.'Y5* y 1 t AYrryAtyxw' 'fit C kr Name: Q%Zk..406tiO L&... ..-v v►/,Ll.. Name: PJ ,(. 4) /,40 L HO -7- ,J/ . Address: Email: 4 G -UQ 2/00 @ __ . City: State: Zip: j�• ? '4 i k! '.y "te �' b"+'. A yc�d+ �"'SF {p' pe *}"'.vayi�.'Y5* y 1 t AYrryAtyxw' 'fit C kr Name: Q%Zk..406tiO L&... ..-v v►/,Ll.. Address: z s-c o 4 / ze t.{ . pi . SE - Zip: 9 City: /.4 ev r-r- State: w� -� � Phone: 3 Fax: 2,s—....7,96... U' yJ 9 , Email: 4 G -UQ 2/00 @ __ . Name: Address: City: State: Zip: H. \ Applications \Forms-Applications On Line \2011 Applications \Combination Permit Application Revised 8- 9- 11.docx Revised August 2011 bh Page 1 of 4 Company Name: Company Name: /yOLTQ i ��T Address: City: State: Zip: Phone: Fax: Zip: Phone: Contr Reg No.: Exp Date: Tukwila Business License No.: Name: Address: City: State: Zip: H. \ Applications \Forms-Applications On Line \2011 Applications \Combination Permit Application Revised 8- 9- 11.docx Revised August 2011 bh Page 1 of 4 Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: Name: Address: City: State: Zip: H. \ Applications \Forms-Applications On Line \2011 Applications \Combination Permit Application Revised 8- 9- 11.docx Revised August 2011 bh Page 1 of 4 Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: Name: Address: City: State: Zip: H. \ Applications \Forms-Applications On Line \2011 Applications \Combination Permit Application Revised 8- 9- 11.docx Revised August 2011 bh Page 1 of 4 PROJECT INFORMATION — Valuation of project (contractor's bid pric ,. $ Z 2- DOD . © 0 . Scope of work (please provide detailed information): C.-e` )9T. 'F Gv• . 9F/z Gl)) /,d .Cow ATTAC-14 Basement 1St floor 2nd floor /37/ Garage el carport ❑ Deck — covered ❑ uncovered ❑ %O CAS 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. INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: 00 Value of mechanical work $ 70X furnace <100k btu / thermostat emergency generator fuel type: ❑ electric [Zi` gas % appliance vent 3 ventilation fan connected to single duct / wood/gas stove / water heater (electric) other mechanical equipment PLUMBING: 00 Value of plumbing /gas piping work $ J 60 bathtub (or bath/shower combo) dishwasher lavatory (bathroom sink) water heater (gas) bidet 2- floor drain sink lawn sprinkler system H:Wpplications\Forms- Applications On Line \2011 Applications \Combination Permit Application Revised 8- 9- 11.docx Revised: August 2011 bh 1 clothes washer shower water closet 7, gas piping outlets Page 2 of 4 PUBLIC WORKS PERMIT POOR "ION — Scope of work (please provide detailed information): VI / L/ T IES .gC b $ f7'L Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WATER DISTRICT [I.. 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) ❑... Geotechnical Report ❑ .. Bond ❑... Insurance 0... Easement(s) 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...❑ -or- Non Right -of -Way.. ❑ ❑ .. Total Cut ❑ .. Total Fill ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control Cubic Yards Cubic Yards 0... Work In Flood Zone 0... Storm Drainage 0... Abandon Septic Tank ❑ .. Trench Excavation 0... Curb Cut ❑ .. Utility Undergrounding ❑... Pavement Cut ❑ .. Backflow Prevention - Fire Protection 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 ❑ .. Sewer Main Extension Public ❑ - or - Private ❑ " WO# ❑ .. 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 ❑ .. water ❑ .. sewer MONTHLY SERVICE BILLING TO: number of public fire hydrant(s) ❑ .. sewage treatment Name: Day Telephone: Mailing Address: City State Zip WATER METER REFUND /BILLING: Name: Day Telephone: Mailing Address: City State Zip 1-1 \ApplicationslForms- Applications On Line\201 I Applications \Combination Permit Application Revised 8- 9- 11.docs Revised. August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — ICABLE TO ALL PERMITS IN THIS AP ` ICATION — Value of construction — In all cases, a vas_ .. of construction amount should be entered by L.__ 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 OW Signature: Print Name: Mailing Address: OR AUTHORIZE GENT: 2a&D / 2oth rt, Se H:\Applications\Forms- Applications On Line \2011 Applications \Combination Permit Application Revised 8-9-11 docx Revised: August 2011 bh Day Telephone: City Date: WA 9cFD30 State Zip Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATEAk PLAN REllik AND APPROVAL FEES DUE WITAIPPPLICATION PW may adjust estimated fees PROJECT NAME tA) 2 — ,Yl U urietri 1 Zo 44 - 4' i4 5 If you do not prove a contractor bids or an engineer s stimate with your permit 1 application, Public Works will review the cost estimates for reasonableness and may adjust estimates. PERMIT # P 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water /Sewer /Surface Water 2'10 0 Road /Parking /Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) $250 (1) 5. Enter total excavation volume Enter total fill volume LO cubic yards cubic yards Use the following table to estimate the grading plan review and permit fee. Use the Qreater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE ../ Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for lsi 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1" 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) $ 3 2. ‘ 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, whic1 iz attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. CCG lVED CITY OF TUKVVPl.A. OCT 0.5 2012 PERMIT CENTER Approved 09.25.02 Last Revised 01.01.11 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B +C +D) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. $ 2 3 -- (8) QUANTITY IN CUBIC YARDS RATE ✓ 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the lst 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 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 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. D. E. Water Meter — Permanent* Go Zc Water Meter — Water only* Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al il%' CA E W,o C ALL -074a (R CFc) Goo Total A through E $ (a 6, 3 (9) i 4 10. ADDITIONAL FEES A. B. C. D. E. F. G. H. I. Allentown Water (Ordinance 1777) Allentown Sewer (Ordinance 1777) Ryan Hill Water (Ordinance 1777) Allentown/Foster Pt Water (Ord 2177) Allentown/Foster Pt Sewer (Ord 2177) Special Connection (TMC Title 14) Duwamish Transportation Mitigation Other Fees $ $ Total A through I *5.55 to /0/199-- DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ 1528' .9-9e (10) 23, 0.4 7s. ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2011- 12.31.2011 Total Fee 0.75 ✓ $625 ✓ $6005 ✓ $6630 1 $1125 $15,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $3 12,775 Approved 09.25.02 Last Revised 01.01.11 Temporary Meter 0.75" $300 2.5" $1,500 3 nEdsr, 9/1 z_ 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.: 3347401121 Address: 12044 44 AV S TUKW Suite No: Applicant: MULTANI LOT 2 RECEIPT Permit Number: D12-323 Status: ISSUED Applied Date: 10/05/2012 Issue Date: 01/14/2013 Receipt No.: R13 -00309 Initials: WER User ID: 1655 Payment Amount: $29,935.13 Payment Date: 01/14/2013 03:49 PM Balance: $0.00 Payee: MULTANI CUSTOM HOMES LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1173 29,935.13 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 - RES 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 3,520.79 640.237.500 6,005.00 90830402.5000.5304.XXXXX 922.00 000.322.102.00.00 189.00 90330109.5000.5301.XXXXX 1,426.00 000.345.830 134.06 000.345.830 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: $29,935.13 /inn. Rarf±int_f1R Printarl• (11_14_7M3 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: httt, : //www. ci. tukwila. wa. us SET RECEIPT Copy Reprinted on 10 -05 -2012 at 15:08:22 10/05/2012 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 D12 -323 D12 -324 D12 -325 TOTAL: 2,622.36 2,488.30 2,617.00 2,622.36 2,622.36 TRANSACTION LIST: Type Method Description Amount Payment Check 1159 10,350.02 TOTAL: 10, 350.02 ACCOUNT ITEM LIST: Description 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 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 A,1J ( A-8'1 r Type of Inspection: f--. Nei Cu'. O. Address: A � Date Called: Special Instructions: Date Wanted, `1 - 1 ( r % ) p.m. Requester: f -Phone No: Approved per applicable codes. Corrections required prior to approval. 13 COMMENTS: t-�-- IAi t (.D Ab e ref f 0 PA . j K7 n1n�/ Y"M 1 4 _ TLS qtr■ rio 4 c..e2 ,mss. *N, AtrEM1.114-11 I i ti, �I iii Insictor: Date: / n REINSPECTION FEE I QUIRED. prior to next inspection. fee must be • paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. �b INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 D 12 -3Z3 Projgct; Type of Inspecti ��� r F + n! kL 61%. i /16 Address: 'r1 Date Called: 1 7444 44 —A -. Special Instructions: Date Wanted: 1 C} C p.m. D-7 o C 5 Fc--- 0 f 4 Requester: C. 1■ d N, - Phone No: � iO ' S 0 % ( /`f Approved per applicable codes. Corrections required prior to approval. COMMENTS: �' ` f f4, ��\v ^ J �^ T� r r � Approved per applicable codes. Corrections required prior to approval. COMMENTS: �' ` f f4, ��\v ^ J �^ T� r r � Dateg • E REINSPECTION FEE REQUIRED., Prier to next:.inspection. fee must be paid at 6300 Southcenter Blvd.. Suitei00. Call to schedule.reinspection. • INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (2) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Mt, l /-1/49,. Z-0 74- 2- Type of Inspection: -,-,,e /5 Address: 1 2-0W-441/ 01(.. 3 Date Called: Special Instructions: C', // PI-5/ ' Date Wanted:. ca._n — /3 P.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. - COMMENTS: 1) s '1 rfdwz, ta -t } 4-, 6 ofm,a S'#— F47 4.01-- - ht'7 4.• sU,_- /nn lJv�llt / id, t",r / �,,. L 1.11 L CQ1, 11.0 1r yes k ,r o,, ean s) / r.? 64 01•, rh 4.. -../ )'��� Gras 4 )17) -ri/✓Y-7 A G e �., ,e,� bait Inspector: Date: o .13 ri REINSPECTION FE EQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. A 2062_ 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 0/2-32A Project.: ji AI . ih 11 /] iJ ....1 _ _....-, G _.--t_..-.All Type of Inspection: cs Jj / e�/.�.tp /./d/' )4(-)•J�ui a(a Address: no7 / fY S6 Date Cal el d: Special Instructions: Date Wantr, ... .... p.m. Requester: Phone No: Approved per applicable codes. 11Corrections required prior to approval. COMMENTS: 7) 4,,,..e. G i,_e_zAis /] iJ ....1 _ _....-, G _.--t_..-.All g wotia 4,7,' Q 7L , o c,�j P5 cs Jj / e�/.�.tp /./d/' )4(-)•J�ui a(a ✓?��� ./ k1 Chd 4 i h , e_, e1- e../ i S fl e Cif •L //e, E./. 'ate/ 44.--vi 41-2,0 - ..i1 _ Gw a j yn//'A' w {-/ /0 , 'CO b /6( HO !' 4--2.,01 ,-'Iv► --- S • 1 Inspector Date: /7 ri REINSPECTION FE 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 iDI2 -323 Project: ifY1U LTA NS LOT 2- Tye of Inspection: FINIAL— ce`levhAoleAL— Address: Dili LIL AU S Dale Called: . : t'1/( .b(`N — C. AS ?i PC Special Instructions: (\ 11 IN l-1 atb Date W nted: — ZS-- 13 a p.m Requester: Pho ne G- Soi &L/67 ElApproved per applicable codes. �J Corrections required prior to approval. COMMENTS: spec r: INSPECTION FEE REQUIRED. Prior to n aid at 6300 Southcenter Blvd.. Suite 100. Ca Date r _ 2—'3 t inspection. fee must be 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 L. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 fJ(2x 32.3 Project: fl'VLI `-t to MI tar L. T�t-I J AL- ctiA ee-t-i;Ail l e A L Address: 1 q11 14 4 61/ 5 Date Called: -Pilot/16 NC, -- C4sPiP' JG Special Instructions: Date.; anted: r.2 Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 2/414 6t r 76 9(7 ' 1," " %ce- -- / /#I CU NSPECTION FEE RI;QU4 ftED. Prior to next inspection. fee must be paid at 6300 Southcenter Elhd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISIO - -'6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 43 Permit Inspection Request Line (206) 431 -2451 Project: \'r Al Type Type Inspection: � 1 Address 4113= Avg._ tca Date Called: As / Special Instructions: ■ % / 2 , Date Wanted: 5- '' 2 '13 p.m. Requester: it W r ii/1i #1 tJ Ar Fi y 3 r 5�, Phone No: _ ! ' 56 1 _ 6467 EJApproved per applicable codes. Corrections required prior to approval. COMMENTS: T JO # 'Ti' 1C°1- V lab C0+4 .Z011∎1 ( `1)" -'e D pef Aa `t . Cv 4--5 L , J cr—es: e Ot j4-/ 1 w Anus-T-11444 &o11 i iii l t -- A l F X 1\10-7' Li ro pl 6) bU -r W t Lir OA /moo r ?I t),'i �. /.L -"-- . . e . : c/ / f A-// Ll -( it W r ii/1i #1 tJ Ar Fi y 3 r 5�, f AJ6'r hJ if /1_5',0-e `,I7° i ,'' .. t l Q n REINSPECTION FEE REQU to next inspectio paid at 6300 Southcenter Blvd., Suite 100. Call to sched rte 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 b Proj ct: A Type of t tnA. Address: t ‘1.-1 444 —Au Date Called: Special Instructions: I 2- Date Wanted: �_� - ' yam. �3 p.m. Requester: Phone No: 7,40(0-S° 1464(:77 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Insp - tor: Date*-. �/ 3 ri REINSPECTION FEE REQUIRED. Prior o next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 1 0. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. X12 -323 CITY OF TUKWILA BUILDING DIVISION C 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Vz. (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project A Li t, J r Type of 1 s pggtion ( t�,,A, Address: A.14 , ,, ` Da Eal�M A� Flod t Special Instructions: ■ A-7119V t i Date Wanted: �� i.±. / a r oi � t3 p.m. Requester: Ph4ge N_o: /' _�/ Approved per applicable codes. J. Corrections required prior to approval. ��[ COMMENTS: , .. C .,_e ;Th,s ■ A-7119V t i ' , ,,, rs` Os i I spector: DatJ' N _ (3 ri "—I REINSPECTION FEE REQUIRED.�F�rior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431 -367 -373 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 Projec� r ` Type Inspecttion` k nr ._ :n6 At ,d c. Dr, or Ad�ress:9 ir. � Date Called: Nrr:vt Special Instructio s: CJ :f.()_ 613 A J . t\ .l)i.rk ki( Vitt) :t) :f1 Date Wanted:. , / +� 4 tS "— V r^", ;� p.m: Requester: Phone No: —5O(- 47_ Approved per applicable codes. Corrections Corrections required prior to approval. COMMENTS: t -T -A3 LI e Mk Jr ��tef p pe 1 --1-0 ._ :n6 At ,d c. Dr, or (----or . (-•(A Ni ;3' `-EAs " e �i n A c .1 1 10 ST-i`iy ( (UL-AAA 6 / As. Nrr:vt , -.?, :f.()_ 613 A J . t\ .l)i.rk ki( Vitt) :t) :f1 I Inspttor: Dat H 13 . REINSPECTION FEE REQUIRED. Prior to next inspection, fee •must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 4-10 INSPECTION RECORD f.� Retain a copy with permitsJ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION v " 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro e / , /AAA , V� 7 ri \ , Tye -of llnspectio //// -% �% A W� i C0 �b ` Add 1 10 4, it Date Called: Special Instructions: / ` ` 2, 4. I Date Wanted /3 �_ p.m. Requester: Phot)tclo:9 6 _...s,c4/.....6:4:, ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: MP -41 . k pJ J t 6�-� M�,, Er4k( Inspe • or: Dater, " > J ', ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. re- er INSPECTION RECORD Retain a copy with permi>. .D12 32.3 INSPECTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 p, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 ,.. Pro'fep/ t: w ,il V rV f Ty of Inspection: K (a U 61 {. _ ~1 AQ- Addres3 0)44 44 ikM` Date Called: , i,__Pli.,,-) p p A-4, Q. -t `t ,A5,3 l , -01 Special Instructions: ,r (i 9 n% (' Date Wanted:. •3 - - -/ 3 . -"a m. P-111. Requester: Phone No: ElApproved per applicable codes. orrections required prior to approval. COMMENTS: 413 S `Ti 4 tA) 0 r e ,ITM f i 1tnc (p ti 1 A �t e4 , i,__Pli.,,-) p p A-4, Q. -t `t ,A5,3 l , -01 0u -if0M KO'- :././k `MRiSt3iA.1 S1,fi of .AkS ' ... ( 2-. - ?_‘ `°-11 `,/‘ _1Fe � Arm • Inspect: j11/44, Date 13 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 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 D 2 -3 23 Project: , 4/ L A a Typy of Inspection Address: t't 12644 -41-1-4,4, Date Called: Special Instructions: �,f • <CZ�I Date Wanted • 3 "�s -�3 a.m. Requester: P h ' ? (, —S a i • & 1 4 4 ( 0 7 (0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ✓�, (-one( Date: g-- t t3 RI INSPECTION FEE REQUIRED. Prior to next inspection, fee must be paiid 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 Ij!2 -323 Project; , Tyke Je of Inspection: XN ^ Address: /, 3.%ilkdeo--% : :4.1 ►JA n "JO Ode/ Date Called: Special Instructions: ior�C L0 , 4 Date Wanted: - 1 s-...., ` a.mm. Requester: Phone No: ElApproved per applicable codes. BCorrections required prior to approval. COMMENTS: -6L10 1 'C°A 4 1fs-i- I1/414 fl'' 4 t7a +t1c TO 69 3.%ilkdeo--% : :4.1 ►JA n "JO Ode/ I`pecl El RE pa tt.v►,st i t ECTION FEE REQUIRE. Prior to 6300 Southcenter Blvd. Suite 100. Dater 1$ -13 ext inspection. fee must be Call to schedule reinspection • INSPECTION RECORD (2-3 2,3 /' CITY OF TUKWILA BUILDING DIVISION 6- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 {Z' (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 INSPE, CATION NO. Retain a copy with permit PERMIT NO. Project: ` - J� v < < / R/ , Typ,jof Inspection: 1442- / e_4 0 fi t( ../ P.J Addie1:01 ;1' Date Called: Special Instru %ctions: 1 ((Z ` / Date Wanted:. 3 `L �m, p.m. Requester: r Phone No :fir Approved per applicable codes. Corrections required prior to approval. COMMENTS: _) u(I) ,\ I 1 r V ia((_ _c(-"7.- Sv��( — - ) / k- r :fir • f-: WG ,CPA c) vii Inspector: Dater ri REINSPECTION FEE REQUIRED. I?rior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit DI 2. 323 INSPECTIO NO PERMIT NO. CITY OF TUKWILA BUILDING DIVISION G 6300 Southcenter Blvd., #100, Tukwila. WA 98188 q" (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project; M1/4i t i N � . ��./� � TY pecti�on: , ! +* \ S L. e41 ill W Address: ".. Date Called: Special Instructions: Date Wanted C r '� t3 � a.m. Pte Phone Lso,ee O (( _ (04 / 7 Approved per applicable codes. ❑ Corrections required prior to approval. 7 COMMENTS: A Date — 1 I 'spector: 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 D 12 3 23 INSPECTION N PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 l2 (206) 431 -3670 Approved per applicable codes. ElCorrections required prior to approval. f. COMMENTS: k_ .\f& Insp ttor: Date:1 -,3-13 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Address: I7 44 k ~- Date Called: Instructions: Date Wanted (3 r (3 •a tmSpecial /4 Requester: Ph #3 �350" 4 s22r Approved per applicable codes. ElCorrections required prior to approval. f. COMMENTS: k_ .\f& Insp ttor: Date:1 -,3-13 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. -43 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 6(Z -323 Ci CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 p (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Projg ` It'll Type of Ic, n"- C j� , A if) Add/9,1,z) 44 44 a Date Called: Special Instructions: ( L.;"7-14 2-- Date Wanted:— ` / a.m. Requester: Pho92N5 /0 _ 5 v ( ` (e94 C,1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: K: 1-No 717 K J. Insp �te� or: l Date:— ' (o REINSPECTION FEE REQUI ED. 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 -245t- Project: fA t(\ ' LSI 2 Type of Inspection: 1m‘�rl,l.3�t�i01t I Address: Date Called: Special Instructions: Date Wante0:. i- 3 O - 17.,� Ca.mr p.m. Requester: Phone N�: 2-S 3..sg62- 0-7 it • LIApproved per applicable codes. Corrections required prior to approval. COMMENTS: r t9 4401 &d-° MAC,. S ti4 cr 1 Spector: Date: REI ECTION FEE REQUIRED. Prior to next inspection. fee um st be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. G CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 1i2 -3`-3 Project: � � AA ti Type o.lns ecY n:r Address:41 .44 lia kvL Date Called: Special Instructions: Date Wante : r�a,.m;, ( 0 Requester: Phoneilo ce 4O - ? 1 8,/ Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: Rim I .---ii -et- : Jr s itt '°T. - &6 MJ cOC ()Jr 0 A ,° Date n REINSPECTION E REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • 6300 Southcenter Blvd.; #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 ,INSPECTION RECORD Retain a copy with permit 1 NSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 012.- 3z-3 PERMIT NO. Project: s:'• . l Ld_ li Type of Inspection: Ir�ll1�) FFI7" Address: t oLlL ..44 . t 5 Date Called: ���I j�3 Instructions: • • -. Date Wanted: gJSpecial u'J3 Requester: Phone No: Eff.F Pi OriAl Approved per applicable codes. Corrections required prior to approval. COMMENTS: blot,,› Ail 0 5yst^(/ 1 incfuUPJ - Fr 70 -leof Finixtec Tina :ee •- Nip, ENG>. ttiio h sys -fcm. F;✓r ded -. ■feat It. ds Lileo4 z.' ti Spot . FrnatC l Inspector: Date: g121, 113 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 (206) 431 -3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 Project: Ill (AI taA., 1c,4- 2- Type of Inspection: (0 rYi P Address: I2O L(o R S Date Called: ! Hi 1 ce I'13 Special Instructions: • . • Date Wanted:. t... I r" 113 a.m. p.m. Requester: 9, i Phone No: ?ptn - Sol le 'I lv 1 Approved per applicable codes. ElEl Corrections required prior to approval. COMMENTS: -- 0 Se.k me_ r. IMek -tr bo7 i7' P Plb' L°YY''(7f"-/ 19d 7t I✓) "HAL I + • Inspector: Date: � 1 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 (206) 431 -3670 [DO- 323 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspetiop: Address: J VIN W Aie-S Date Called: 03/ f/3 Special Instructions: f t); a 0 p . .. Date Wanted: . 1 Requeste , l /' '(r( ft <l1 t. , Phone No: _ ;06 56 /- 6 x/ 7 . El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: —.. tit' FOC- S o a 5 €_-,-1 of ,e. Sets I.s4 J1ed pRr 44.--1 c+0111e(et`ds . ()-r 4-es t- -49,-- IS min ro, irfV 1 "Ot' afrop. Dk -h 19a04.1(1. iUt lam( a - h (A, I-1-- pro r -)e9 PLC Fi%1 A.I . 1r' rrla IPA% i)O wMftr vi tt it•Pyiaate,4 v� - Inspector: 0C Date: r 3 to 113 0 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 • X12 -32 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: j u ci n i IT Type of Inspection: j t re-_ efricir / Address: Suite #: 1 LO VII 4/V ,.4 4 v S Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: IT Fire Alarm: 1 A h: le r r�„ a I -, ® r Permits: Occupancy Type: - Fce fhb l -c /( Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: I Inspectort f f Date: .g9/Z 3 h.g Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: ord /Inspection Record Form.Doc T.F.D. Form F.P. 113 2• EXISTING SANITARY MANHOLE SSMH T -6 RIM: 112.56 IE: 105.72 (8'NORTH) EXISTING IE: 107.22 (6•WEST) EXISTING INSTALL FIRE HYDRANT PEI 1UKWILA STANDARDS EX A 0 127 1,3 S-2.I TING HALT COSTING DRIVEYUY 1A t1 2 SSMH T -6 RIM: 113.04 IE: 106.53 (8'SOUTH) IE: 106.70 (6'EAST) IE: 108.03 (6'WEST) COSTING DRIVEWAY 0 -- 8'PVC CLEAN —OUT 6'PVC WYE 2 -8'x4' PVC REDUCERS 2 -41PVC TESTING TEES IE ELEV:106.09 EXISTING DRIVEWAY 18' 4•WYE (1E: 106.41) W /CLEAN —CUT EXTENDED TO WITHIN 12' OF FINISHED GRADE AND COVERED W1TH 18'x18'x1/4• STEEL PLATE PROPOSED 6' PVC SANITARY SIDE SEWER S- 0.0200 FT/FT lai➢Y EASEMENT FOR SIDE SEWER IN FAVOR OF LOT 2 0 90'00'00' E 5' 200.00' 4' 90' BEND (IE: 109.89) 10'—VP VC, S •2.00X 4'CLEAN —OUT (IE: 110.09) AT THE BUILDING WALL EXTENDED TO FINISHED GRADE. Lg PROPOSED RESIDENCE LOT 1 FINISHED FLOOFE 114.90 MIN. GARAGE FLOOR HI/LOW: 113.33/112.89 CRAWLSPACE ELEV: 112.0 MIN. 4'CLEAN —CUT (IE: 111.00) AT THE BUILDING WALL, EXTENDED TO FINISHED GRADE. 3 90060" E Haar DRIVEWAY IEMERGENCY ;I YD0 - AROUND EASEMENT TRACT A 3' -6' VC S -2140% it 25.06' 18' 1490 fE x•i xo-so•-ME F1NI GARAGE FL CRAM-SPACE ELEV: 112. MIN. sp00'arE 11600 OSED RESIDENCE 114.90 MIN. 11 112.89 10.ar Moroni mat Oct DRIVEWAY r a _r� • L:Ln. S Inn y St 11107011AWLE } Ay- e NOODOYI 600` N9090'W nal PROPOSED RESIDENCE FINISHED FLOOR: 114.90 MI . GARAGE FLOOR MIAOW: 114.90/114.48 CRAW -SPACE ELEV: 112.0 MIN. o-----PO 8 ^900000' 100.00 J fl -� 1M WMJ(WAY INSTALL 19' -4' PVC SSS S- 2.00% EWER •-' CY VEHICLE iD ACCESS EASEL 4'CLEAN —OUT (IE: 111.00) AT THE BUILDING WALL, EXTENDED TO FINISHED GRADE. 5-2003 STING Y TIER seovourE 4'WYE (IE: 107.42) W /CLEAN —OUT 5' 4 EXTENDED TO WITHIN 12' OF FINISHED GRADE AND COVERED WITH 18'x18'x1/4' STEEL PLATE I 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 YEW YI LOT 3 PROPOSED RESIDENCE FINISHED FLOOR: 114.90 MIN. GARAGE FLOOR HI/LOW: 114.90/114.48 CRAWLSPACE ELEV: 112.0 MIN. 1 290.00' PROPOSED E' PVC SANITARY SIDE SEWER 5■0.0200 FT/FT 4'CLEAN —OUT (IE: 111.00) AT THE BUILDING WALL EXTENDED TO FINISHED GRADE. 10'- 4'PVC, S •2.00% 4' 90' BEND (IE 110.90) UTILITY LEGEND —65-- —SS— —6S- -4V-- •Po- --Po-- EXISTING OVERHEAD POWER EXISTING WATER MAIN (8'D.I.) EXISTING NATURAL GAS EXISTING SANITARY SEWER MAIN (8 °PVC) PROPOSED NATURAL GAS PROPOSED UNDERGROUND POWER & COMMUNICATIONS PROPOSED 1' 200 PSI POLY WATER SERVICE UNE PROPOSED SANITARY SIDE SEWER REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 0 2013 City of Tukwila BUILDING DIVISION Iv APPROVED NOV 0 9 2012 City of Tukwila PUBLIC Works , Project.lnformation: :Contact Information This set of forms 'has been developed to 'assist permit applican s:docurnenting 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 ehergy,_cade o to the followin web address.. htt / /www.ener wsu.edu/code FILE � ~ g g web p� gy�. Option Glazing Area1°: % of Floor .Glazing U- Factor Vertical overhead'-1- Door 9 . . U- Factor Ceiling2 Vaulted Ceiling3 Wa1112 Itbove Grade Wall. . int4> Below Grade Walt* ext Grade Floors Slab° on Grade , O 13% 0.34 0.50 R -49 or R =38 Adv. R -38� R =21 Int.' R =21 TB R -10 R -30 0 II 25% 0.32 0.50 0.20 R -49 or R-38 Adv. R -38 R -21 Int.' R -21 TB R =10 R -30 R -10 2' III Unlimited 0.30 0.50 0.20 R -49 or R -38 Adv. R-38 R -21 Int.' R -21 TB R -10 R -30 R -10 2' See WSEC table 6 -1 for footnotes Glazing Schedule Attached to Document Does not apply. (SEE INSTRUCTIONS) Using Prescriptive Option III. • All glazing and doors meet maximum U- factor: Alternate heating size method submitted. ❑ Option 1 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 & WSE Radiant slab: ❑ R =10 foam insulation, continuous with thermal break (WSEC 502:1.4, Chapter 9 Options Total of 1 Credit Required Oot. Opt. Description 1a :.: High:Efficiency:HVAC Equipment 1 :• •1 b High,Efficiency;HVAC Equipinent:2`. 1c High Efficiency-HVAC Equipment 3 2 High Efficiency HVAC Distributio:n.System 3a' , . Efficient Building Envelope :1 3b .:. Efficient'BuildingErivelope :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 Sinall'Dwelling Unit Large Dwelling .Unit .. .8 , Renewable Electric' Energy Total Credits WSEC Prescriptive Worksheet (2010 edition) Zone 1 5031 4IEWED FOR CODE COMPLIANCE APPROVED JAN •i 0 2013 City of Tukwila BUILDING DIVISION RECEiVEU CITY. OF TUKW ILA OCT 0.5 2012 PERMIT CENTER *1200 'kwh 0.o0 WSUEEP10 -010 Copyri t 2010 11...... ;`' • Glazing Schedule Project Information Contact Information Conditioned Floor Area Sum of All Glazing Areas From .Below Glazing to Floor Area Ratio Exterior Doors Plan ID Sum of UA for. Heating System Sizing 602.7.2 Exception Ratio (not to exceed 1°/o) Component Description Ref. Door Percent U- factor .Glazed. Width Height, • Glazing Door : • • Door... Qt. Feet Inch Feet Inn Area . Area UA One Exempt Swinging Door <:24 Square Feet • Sum of Glazing Area Door Area and UA (do not include exempt door) Area Weighted U = UA/Area Sum of Area and UA for Heating system size only (include exempt door) Vertical Glazing (Windows, Glazed doors using Exception 602;6 #1) Plan Component Glazing Width Height Description . Ref. .U-factor .Qt. Feet ID WSEC Prescriptive Worksheet (2010 Edition) Inch Inch . ., Feet: Sum of Area and UA Area Weighted U = UA/Area Glazing Area UA. WSUEEP10 -010 Copyright 2010 Overhead Glazing Plan Component • .:ID Description .,. Ref.., Width Height ., Qt.:. Feet mcn roe : noh Doube Glazed Garden Windows Section 602.7:2 Exception Component Description Plan ID Sum of Area and:UA Area Weighted U UA/Area Width . . Height • Qt.: .:Feet Inch, Feet: Area 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) WSUEEP10 -010 Copyright 2010 Simple :Heating System. Size:•:Citmate.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 Contact Information Attic R-49 R -38 Advanced. U- Factor X 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. 0.056 ,R -30 Area U- Factor 1 X Area ., 0.029 Below Grade Walls 2' Depth Walls 3:5' Depth Walls 7':Depth Walls.:. U- Factor X 0.042 0.041 0.037. 1 1 F= Factor X 0.59 0.64 0.57 Slab Below Grade 2' Depth 3.5' Depth :7': Depth Slab on Grade.: <:.. R -10 :2' perimeter • R -10 Full - Heated F- Factor ' X 0.54 0.55 SumofUA Envelope Heat Load Sum of UA X AT Air Leakage Heat Load ((Volume X 0.6) X AT) X.018)). Building Design Heat Load.. Air Leakage :F Envelope Heat Loss Building and Duct Heat. Load If ducts are located in. unconditioned space: Sum of Building Heat Loss X 1.15 If ducts are located in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 150 %0 Building and Duct Heat Loss X 1:50 UA 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 l can be reached at 253- 653 -6815 Sincerely, Armando Leyva CORREQTION LTR# 3z3 RECEIVED CITY OF TUKWILA JAN 0 7 2013 PERMIT CENTER C December 14, 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 -323 Multani Lot 2 —12044 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, -3)SP R_Ait, Bill Rambo Permit Technician File: D12 -323 W:IPermit CenterlCorrection Letters120121D12 -323 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 2 Permit #: D12 -323 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. 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 2 Permit #: D12 -323 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide a revised site plan, sheet A -1, to show topographical lines with elevations. Provide bench marks at the street and show the elevation of the finish floor. House elevation shall be at an elevation to show the footing drain and finish grade from the house shall slope away from the house. 2. On the site plan provide additional plan details to identify a footing drain or a crawl space water - discharge system. The discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department. The detail shall show size of discharge pit with pit specifications or where the discharge pipe shall terminate to an approved culvert with screening. The intent is that groundwater will not accumulate in the crawl space. 3. On sheet A -6 the crawl space shows compartmented area with no access provided. Show access to all areas of the crawl space. 4. In addition to sheet A -6, two beams in the mid- section of the crawlspace are not specified. Specify those two beams sizes. 5. 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. L ©rs AT ri -11 i✓ 9.. P a ,QE ALHOST r'C.AT, EL.EVATJO 3 06I2E 7AKEAI Fgol1-4 6021/EycT1. PLAN Wf -JE2E ST2FET 51-foii (Z11- ELEv4TiDitJ . ��. Fclr. PLAN SECT A' s-Iow brL . FI DR.AI N SE;' SITE FLAN F /WcA jl oN . 5`) cc -r . 4) c©ggEcray. 5� cocztzEc7 p. November 13, 2012 Armando Leyva 25604 120 Place SE Kent, WA 98030 • City of Tukwila Department of Community Development RE: Correction Letter #1 Development Permit D12 -323 Multani Lot 2 —12044 44 Av S Dear Mr. Leyva, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Planning Department: Brandon Miles at 206 431 -3684 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. File: D12 -323 W :IPermit CentertCorrection Lettersl20121D12 -323 Correction Letter #l.docx • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665 CONTACT: RE: ADDRESS: ZONING: Armando Leyva D12 -323 12044 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 ,2 and the elevations say the home is for lot 4. Provide revised, corrected plans. Staff cannot conduct a substantive review until the correct plans are provided. 6E6 NoTE Fora .Le)T� November 13, 2012 Armando Leyva 25604 120 Place SE Kent, WA 98030 • City of Tukwila Jim Haggerton, Mayor Department of f Coi munity Development Jack Pace, Director RE: Correction Letter #1 Development Permit D12 -323 Multani Lot 2 —12044 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: DI2 -323 W:IPermit CenterlCorrection Lettersl2012ID12 -323 Correction Letter #/.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 2 Permit #: D12 -323 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide a revised site plan, sheet A -1, to show topographical lines with elevations. Provide bench marks at the street and show the elevation of the finish floor. House elevation shall be at an elevation to show the footing drain and finish grade from the house shall slope away from the house. 2. On the site plan provide additional plan details to identify a footing drain or a crawl space water - discharge system. The discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department. The detail shall show size of discharge pit with pit specifications or where the discharge pipe shall terminate to an approved culvert with screening. The intent is that groundwater will not accumulate in the crawl space. 3. On sheet A -6 the crawl space shows compartmented area with no access provided. Show access to all areas of the crawl space. 4. In addition to sheet A -6, two beams in the mid- section of the crawlspace are not specified. Specify those two beams sizes. 5. 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. d CONTACT: RE: ADDRESS: ZONING: • Armando Leyva D12 -323 12044 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 2 and the elevations say the home is for lot 4. Provide revised, corrected plans. Staff cannot conduct a substantive review until the correct plans are provided. 1 PERT CO D C 0'41X PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -323 DATE: 01 -07 -13 PROJECT NAME: MULTANI - LOT 2 SITE ADDRESS: 12044 44 Av S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPARTMENTS. Building Division Public Works ❑ Fire Prevention Structural n Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 151J Incomplete DUE DATE: 01 -08 -13 Not Applicable Comments: Permit Center UsekOnly; INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route III Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02 -05 -13 Approved Approved with Conditions Ef Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: ermit`Center Use On/y CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • PERWT CO D COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -323 DATE: 12 -06 -12 PROJECT -NAME: MULTANI - LOT 2 SITE ADDRESS: 12044 44 AV S Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # DEPA TMEN S: tn�l 1.21;17--'1 B ilding Division �I Public Works Fire Prevention Ir■ ning I ision Structural U Permit Coordinator 11 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -11 -12 Complete Incomplete Not Applicable n 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 PT Structural Review Required ❑ No further Review Required n 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 Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 *PERMIT COQRD COP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -323 PROJECT NAME: MULTANI, LOT 2 SITE ADDRESS: 12044 44 AV S DATE: 10/05/12 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPAR ENT B i :ins 'ivision Dlk�n 1\1L (1601.o, Public Works AV /WC/ 111.— Fire Prevention Structural ❑ Planning Division 10.11-.1,0 Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 141 Incomplete ❑ DUE DATE: 10/09/12 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg El 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: 11/06/12 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center', Use Only CORRECTION LETTER MAILED: 11�'��� Departments issued corrections: Bldg Fire ❑ Ping PW ❑ Staff Initials: • • 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 n:.:il, fax, etc. Date: I - Plan Check/Permit Number: D 12 -323 ❑ 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 2 Project Address: 12044 44 Av S Contact Person: Phone Number: Summary of Revision: SSG .4T7'AG�1V RECEPIED CITY OFTUKWILA I JAN. 4 7 2013 PERMIT CENTIMP Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision II Received at the City of Tukwila Permit Center by: ►��,/ "Entered in Permits Plus on 1^-' 7 i 5 \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov Revision 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 -323 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Multani, Lot 2 Project Address: 12044 44 Av S Contact Person: A/Zpy4 1/4 , Phone Number: Z S M Cog /S Summary of Revision: Pct C.o1z2_GToa..) 1- E72 - / A-?TAct -WEV. RECEIVED CITY OF TUKWILA 6 2012 PERMIT CENTER Sheet Number(s): A- 1, .4-"Z . A-3 , "Cloud" or highlight all areas of revision including date o vision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on I0--" (9— 6 d1 H:\Permit Center Forms \Revision Submittal Form.doc Revised: May 2011 City (*Tukwila Department of Public Works 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 433 -0179 Fax: 206 - 431 -3665 Web site: http: / /www.TukwiIaWA.uov Parcel No.: 3347401121 Address: 12044 44 AV S TUKW Suite No: Applicant: MULTANI LOT 2 WATER METER INFORMATION Permit Number: D12-323 Issue Date: 01/14/2013 Permit Expires On: 09/22/2013 DESCRIPTION OF WORK: CONSTRUCTION OF 2731 SF 2 -STORY SFR WITH 685 SF 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: 11140103 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 -323 Printed: 03 -27 -2013 Contractors or Tradespeople Pr, Friendly Page General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name MULTANI CUSTOM HOMES LLC UBI No. 603130842 Phone 2065016467 Status Active Address 9524 S 237Th PI License No. MULTACH891NR Suite /Apt. License Type Construction Contractor City Kent Effective Date 8/19/2011 State WA Expiration Date 8/19/2013 Zip 98031 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status MULTACI981MQMULTANI CONSTRUCTION INC Construction Contractor General Unused 7/18/2002 8/16/2012 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 a Indem Co 858196C 08/18/2011 Until Cancelled $12,000.00 08/19/2011 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 2 Developers Surety &Indem Co BIS0000140904 08/04/2012 08/04/2013 $1,000,000.0006 /01/2012 1 Developers Surety a 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: , MuLTA P IY CoNGTrz UC T I oW PROJECT ADDRESS: . /204 '4 44 rh . AVE e . Tu!< w /L. A WA. PARCEL #; 334740//2/ ZONING: SCOPE O F WORK: C014 5 � t1cT! � o s. 2 STORIES w/3 C4R5 GAIAG� OCCUPANCY GROUP: i2 - 3 , Gl, CONSTRUCTION TYPE: V•5 SET BACKS: FRONT: 20.1.-04 SIDE • 5=O" REAR :. 3!0 • -©" AREA: FLOOR LIVING AREA GIN®. /37/ UPPE& r3Cac 273/ 49 pr. TOTAL: GARAGE: DECK / PORCH: / ,44� LOT SIZE: Co 540 LOT COVERAGE: 54 % LEGAL OESCRIPTION: FILTER FENCE METAL FENCE POSTS --:--11=11=-11=11=11=11=11=11=11---11 6' -0" MAXIMUM NOTE: ANGLE SILT FENCE BACK UP THE SLOPE AT THE END OF RUN. 71" ..I I u FILTER FABRIC MATERIAL FILTER FABRIC MATERIAL 60" fMDE BOLLS. USE STAPLES OR PARE RINGS TO ATTACH FABRIC TO WIRE MIRAFI 700X OR PRE — APPROVED EQUAL 2 " X 2" X 14ga WIRE FABRIC OR EQUIV. (OPTIONAL —PER SITE CONDITION) BURY BOTTOM OF FILTER MATERIAL IN 8" x 12" TRENCH BACKF1LL WITH NATIVE SOIL MATERIAL OR GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FENCE FABRIC ON THE SURFACE I `� E r 1 , • DISTURBED AREAS DURING CONSTRUCTION. TO DECRREASEUVELOCITY CF SHEET FLOWS. FROM SYMBOL: x x x FF STORM DRAIN INLET (INSERT) PRE— MANUFACTURED CATCH BASIN OR INLET INSERT MOTES: 1. STORM DRAIN INLETS NEED TO BE REMOVED AT THE END OF THE JOB. 2. STORM DRAIN INLETS ARE ONLY TO BE INSTALLED IN DRAINAGE DEVICES PER THE MANUFACTURER'S RECOMMENDATIONS. CATCH BASIN INSERTS ARE NOT TO BE INSTALLED IN CURB INLETS. 3. INSERTS SHALL BE INSPECTED AND MAINTAINED WHEN A 1/2 INCH RAIN ACCUMULATES WITHIN A 24 HOUR PERIOD. CLEAN AND /OR REPLACE INSERT WHEN HALF OF THE TRAP IS FILLED WITH SEDIMENTS. OVERFLOW (TO BYPASS PEAK STORM VOLUMES) REASON. TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS PRIOR TO • PERMANENT STABILIZATION OF THE DISTURBED AREA. SYMBOL: • 'f ►__ (S3u , PVC 55 5 =0.005 70 APPROVED NOV 0 9 2012 City of Tukwila PUBLIC Works oOrt ( As -guiK 5„-e. ?tn./ SEPARATE REQUIRED FOR: REQ Q Mechanical O Electrical O Plumbing O Gas Piping City of Tukwila BUILDING DIVISION 14E4 7W G,aROG 1'x.5 La/IV. N® / L i:3r 2 7GW. UNNtp. /NT.` /ND12ACT'A OP' TUKW /LA SP 'LX, -c2 4 / EC. 266300 ).?0 7 5D. Se PAP - 4.67.5 23 riltf 25 13L,g , 5' . D. PLAT'. TEMPORARY SEEDING AND MULCHING SEEDING MAY BE USED ONLY BETWEEN APRIL 1 AND JUNE 30, AND SEPTEMBER 1 AND OCTOBER 30. AREA STRIPPED AND THEN TEMPORARILY SEEDED, USING EITHER BONDED FIBER MATRICES OR HYDRO SEEDING TECHNIQUES. STRAW MULCHING: 1, FOR AREAS OF SITE WITH LESS THAN 30% SLOPE; 2 -3 BALES OF STRAW EQUALS 2— INCHES OF STRAW MULCH OVER 1000 SQARE FEET. 2. MULCH SHALL BE WEED FREE STRAW. :FI E•:2riTaE i ii15iiiiiiii;:•i::r:::::i:i:::: i:: :•: }::i•::i:: ;:: z:::ii :::::.:.:.:::i:.:ii7:•::=i .......................................... ............................... . NAME PROPORTIQNS BY WEIGHT % PURITY % GERMINATION REDTOP (AGROSTIS ALBA) 10% 92 90 ANNUAL RYE (LOLIUM MULTIFLORUM) 40% 98 90 CHEYANGS FESCUE (FETUCA RUBRA COMMUTATA) 40% 97 80 WHITE DUTCH CLOVER (TRIFODUUM PEPENS) 40% 98 90 R ' `SO N: R MAIN BARE FOR MORE THAN DAYS STABILIZATION WHERE PERMANENT COOVERSIS AND LEGUMES TO AREAS THAT NOT NECESSARY OR APPROPRIATE. SYMBOL: PLASTIC COVERING STRAW WATTLE STOCKPILES ANCHOR WEIGHTS WITH STAKES 10' MAX. CONVEY RUNOFF TO APPROVED LOCATION. BURY SHEETING IN 4 IN. X 6 IN. TRENCH A MINIMUM OF 8 FT. SETBACK FROM TOP OF SLOPE. BACKFILL WITH WASHED ROCK. SOIL BERM STRAW BALES CUT SLOPES ANCHOR WEIGHTS WITH STAKES CONVEY RUNOFF TO APPROVED LOCATION. PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED. TOE IN SHEETING IN 4 IN. X 6 IN. TRENCH A MINIMUM OF 3 FT. SETBACK FROM BOTTOM OF SLOPE. BACKFILL WITH WASHED ROCK. CONVEY RUNOFF TO APPROVED LOCATION. REASON. 1 ._.I 1 • DIS• PROVIDE ED AREAS'? AT TEMPORARY BY MULCHING SLOPES MATTING AND SYMBOL. __. s eo° cc' CxD w IVALfcwAY ssriko e 4'II4 =tr'. ' H /18.00' .1 !15.a'FP ,�: 2o.0 1VEWAY c83 &YPE,Z) " QIL. gime /43.75', -9,0R - — p &. i 1 (�I 0 Q ui /PAce or ✓ C QRNo. ! J.� 590 00 00 /cc.CYO S sirE P�AtiJ REVISIONS No changes shalt be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions Will require a new plan submittal and may include additional plan review foss. /0 GENERAL NOTES ALL WORK SHALL COMPLY WITH /IZG° 2009 AND Loc4L. TLJgtorL.4 IviL1 // /C /PO4L. c406'' ELECTRICAL CODE IEC 2009 W64'C r V IAc ex:›D . MECHANICAL CODE IMC 2009 Z.Q O C PLUMBING CODE IPC 2009 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 WINDOWS, DOORS, PLUMBING FIXTURES AND APPLIANCES PRIOR TO COMMITMENT OF WORK. VERIFY SIZE AND LOCATION AS WELL AS PROVIDE ALL OPENINGS THROUGH FLOORS AND WALLS, FURRING, CURBS, ANCHORS, INSERTS, MACHINE BASES AND ROUGH BUCKS / BACKING FOR SURFACE MOUNTED ITEMS. PROVIDE FURRING AS REQUIRED TO CONCEAL MECHANICAL AND/ OR ELECTRICAL HARD WARE IN FINISHED AREAS. REPETITIVE FEATURES ARE OFTEN DRAWN ONLY ONCE AND SHALL BE COMPLETELY PROVIDED AS IN DRAWN FULL. DOORS NOT DIMENSIONALLY LOCATED SHALL BE 3" FROM STUD FACE OF DOOR OPENING OR CENTERED BETWEEN WALLS AS SHOWN. "FLOOR LINE" REFERS TO TOP OF CONCRETE SLAB DR TOP OF SUBFLOOR. FRAME PARTITIONS ARE 2x4 @ 16" O.C., UNLESS OTHER WISE NOTED. VENT ALL BATHROOM /LAUNDRY FANS, RANGE HOODS [ UNLESS APPROVED SEI, VENTING ) , AND DRYERS TO OUTSIDE ATMOSPHERE MAX. DRYER DUCT LENGTH IS 14' -0" UNLESS U.L APPROVED MECHANICAL CODE VERIFY CONSTRUCTION OF VENT SPACE WITH 20099. I,B,C 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. ABBREVIATION ABV. AFF. ADJT. A/ C A.B. AVG. BM. BF. BP. BLKG. CANT. CLG. CY. CLR. CL. COL. CONC. CONST. CONT. CONN. D. DTL. DR. DS. DSP. DW. REVIEWED FOR CODE COMPLIAN APPROVED JAN 10 2013 ,. -,/\ a City of Tuia :BUILDING DI ISIO E E E F S. PROVIDE APPROVED NUMBER OR ADDRESS POSITIONED TO BE PLAINLY VISIBLE AND LEGIBLE QM TH OSTREET. !0 3' �. 2 ) PLUMBING INSTALLATIONS TO BE INSPECTED BY COMPUANCE 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 UST 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 ANAUSYS 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 LATTER DATE. THE CONTRACTOR SHALL PROVIDE A COMPLETE SYSTEM TO THE OWNER WHICH COMPLIES WITH ALL JURISDICTIONAL REQUIREMENTS. a ) ELECTRICAL /0 b ) PLUMBING c ) MECHANICAL / HEATING d) FIRE SPRINKLER /NCH ! =d FT, L. E. E. ?J D a ---- -- -- ---r 54/Y/7-"4RY 5,EWEl ..__.....,._�12 —5 oRM DRAIN _._. ...,� ._.... — WAT66 4•4NE O"260 P61- pOLYj . U1.ltaEAG2t4ta. 7WWR.- COHM0N. 4 7O 12 AL- PLANNING APPROVED • No changes can be made.to these plans without approval from the Planning Division of DCD Approved BY Date: , CT. V. UIP. 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 CONCRETE 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 AI ,9/T"E PLAN. A2 I>. L61447 -IC; ll5 A3 F'L X22 PL• At4 A4 EL C7'. N7; //hIL 1f ,c?fL9. AG.a pcG/NoA7` /oN A7 Rte G AH A8 5RecMT / n/oG r LSO. T:S A -10 !Moo. cr: - T• mud.. . Aw/1 RHEgcoy v lrILAT /O,4 . a -1 ZE fire- L.AYDuT P'L.,,d► / STRUCTURAL 5 -1 PIZE ez.lP 'I v'E. Jrf�o. • / /4 - P4I.' /NC PLAN skWoe?" CORRECjION LTR# . 411115 fVc.. c©jNN creP 7e, c v/L A..ace HC HOR HB. NWT. 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. plan r view approval is subkict to etrors and ores. + _.. .r,,�t =a€ of construltion documents does not a��u ,,,�: tttc ‘.j.ation of any adopted code or orbanca. of pro' - and conditions isacla rrlsdg : City Of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 0 6 2012 ERMIT CENTER MAgg cEPIT8e. GF' HDLG Wirt/ 1 "CAPPEL? 1F/C F LO ii wilaceace. O s; P vb cr 147E0 D1c 1- x.e �' 48 NE Lit /FiL7T2 itezz nG R /c, YWELL $80701.4 l7. 12.6 MIN. At3V. H141-1 f GIZcuND1.0.4r'E bt3z3 ITE aDUThi EL.EVAT/oM 1/4" ,ero ;E' ve1•t7- air Al rE S FO r2 WiNDOIAli 1 /, / O i // t DUE EAST EL..EV,4TICH c: t I/4 " - / :0 en/Fe: H4 r /c, r 1 5_ A- 5' ®......1.111 onormilitiotiol ierionaminotinto ELEVATION NOTES 1. VERIFY WALL NAILING AND HOLDOWNS PRIOR INSTALLING SIDING. 2. CAULK ALL EXTERIOR JOINTS AND PENETRATIONS. 3. PROVIDE CORROSION RESISTANCE FLASHING AT EXTERIOR WALL ENVELOPE 4. PROVIDE FLASHING AT ROOF PENETRATION 5. USE WEATHER STRIPPING AT ALL EXTERIOR DOORS. 6. PROVIDE CONTINUOUS ALUM. GUTTERS AND DOWNSPOUTS ALL EAVES. 7. ARCHITECTURAL COMPOSITION ROOFING OVER 15# FELT, OVER 1/2" APA RATED SHEATHING (24 -16) (1/2" CCX © EAVES) 8. TRIM BAND AT AREA BETWEEN DIFERENT SIDING MATERIAL 9. WOOD TRIM AND PANELS. INSTALLED TO MATCH LOOK OF FREE STANDING COLUMNS 1 O PRIMED AND PAINTED CEDAR SIDING OR HARDIE BD. SIDING. 11. PAITED METAL INSULATED ENTRY DOOR STYLE SELECTION BY OWNER 1 a 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/ 41/2" 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 BETWEEN 7/16" GWB, OVER 2x6 STUD WALLS @ 16" O.C. WITH R-21 BATTS INSULATION COVER WITH W 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 10 2013 City of Tukwila BUILDING DIVISION 5- ft WEST E V4IOH •. jJorH ELEVAT/CN. 1/.4", /./_04 Q RECEIVED ;ITV OF TUKWILk, DEC 0 6 2012 )ERMIT CENTER 13„' ELEVATION NOTES 1. VERIFY WALL NAILING AND HOLDOWNS PRIOR INSTALLING SIDING. 2. CAULK ALL EXTERIOR JOINTS AND PENETRATIONS. 3. PROVIDE CORROSION RESISTANCE FLASHING AT EXTERIOR WALL ENVELOPE 4. PROVIDE FLASHING AT ROOF PENETRATION 5. USE WEATHER STRIPPING AT ALL EXTERIOR DOORS. 6. PROVIDE CONTINUOUS ALUM. GUTTERS AND DOWNSPOUTS ALL EAVES. 7. ARCHITECTURAL COMPOSITION ROOFING OVER 15# FELT, OVER 1/2" APA RATED SHEATHING (24 -16) (1/2" CCX © EAVES) 8. TRIM BAND AT AREA BETWEEN DIFERENT SIDING MATERIAL 9. WOOD TRIM AND PANELS. INSTALLED TO MATCH LOOK OF FREE STANDING COLUMNS 1 O PRIMED AND PAINTED CEDAR SIDING OR HARDIE BD. SIDING. 11. PAITED METAL INSULATED ENTRY DOOR STYLE SELECTION BY OWNER 1 a 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/ 41/2" 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 BETWEEN 7/16" GWB, OVER 2x6 STUD WALLS @ 16" O.C. WITH R-21 BATTS INSULATION COVER WITH W 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 10 2013 City of Tukwila BUILDING DIVISION 5- ft WEST E V4IOH •. jJorH ELEVAT/CN. 1/.4", /./_04 Q RECEIVED ;ITV OF TUKWILk, DEC 0 6 2012 )ERMIT CENTER ELECTRICAL SYMBOL KEY 06* DUPLEX OUTLET .. DUPLEX OUTLET W/ ONE SWITCH e DUPLEX OUTLET WATERPROOF <tn. DUPLEX OUTLET GROUND FAULT INTERRUPTER OUTLET (3 WIRE 220 VOLTS) PLUG 031,4 rJ OUTLET (ONE POLE) TAIL SWITCH (DNE POLE) SWITCH W/ DIMMER SWITCH (3 POLE) SWITCH WATERPROOF INCANDESCENT LIGHT CEILING INCANDESCENT LIGHT WALL INCANDESCENT LIGHT PULL CHAIN 1-40 INCANDESCENT LIGHT PENDANT INCANDESCENT LIGHT RECESSED INCANDESCENT SPOT LIGHT 4)4 CEILING MOUNTED EYEBROW 411 2.-2V2,2•74 —9 1 tar 41. WALL MOUNTED FORCED AIR HEATING BASESORD. HEATERS THERMOSTAT LECTRIC PANEL RECESSED BOX TELEPHONE JACK WALL TELEVISION OUTLET DOOR BELL DOOR CHIME SMOKE DETECTORS 4 • • 0 , • 2401 -:- PATio. iv $.71. "7574 1 TRACK LIGHT FLOURESCENT LIGHT CLG. VENT LIGHT VENT LIGHT VENT HEAT VENT LIGHT. WHOLE HOUSE FAN al HARDWIRE (110 V W/ BATTERY BACK UP. b) CENTRALLY -1.DCATEIY CORRIDOR LEADING TO BEDRN c} IN EACH SWING ROOM 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 = 100 CFM. NOISE RATING = 1.5 SONE MAX) MANUAL AND AUTOMATIC CONTROL W/ 24 HRS. TIMER 4 ist.,6a4r) . girckiEW !-A0 jp 4 apia _ OSP. 7:0.611. /6 1-0" P. qp NO- Ex7: rAcg WAt..4.- FAMILY RIN1 71". RAIL,1146, OF WALL. t • uPPEre CA131 h1ET 41 00 P. 11 0 tivthic Lot CARS gARAGA cc:WC...SLA GL-Cf e.r "' WALL 4=)" Zratirf) E 1 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 0 2013 City of Tukwila BUILDING DIVISION jo o L-cp" 00'- 0" • PPOWID FLA PLAI4 5CALE 14I11 ILO" (\1 CAZNZ7. FL.R. 4.114 A128A 1371 .54Q. P7: zippe-g rf1-42• Liv .4.429-4 . 1560 it 41 707.44. 1.1V. ARals, 273 / i1 'AtrZAC PA'r/0 PCV;ZCH. &18 1, • Leo" • 1/ 51-4 WRITTEN DIMENSIONS TAKE PRECEDENCEDVER SCALE-011VENSION.: 2.- CONTRACTOR SHALL VERIFY ALL NOTES DIMENSIONS & CONDMONS PRIOR TO CONSTRUCTION. fe 3.- PLAT HSGHT E • THIS FLOM U.N.O. .4.- ADDRESS NUMBERS SHALL BE PLAINLY VISIBLE FROM SWEET. 5.- WINDOWS & DOORS ARE SHOWN & NOTED AS NOMINAL SIZES. B.- EXTERIOR WALLS TO BE 2 X 6 STUDS 0 18" 0.C. U.N.O. 7 - PROVIDE MIN. 22 X 30* ATTIC ACCESS INSULATED / WEATHERSTRIPS) •WITH 30" OR MORE CLEAR VERTICAL HEIGHTS. 8.- PROVIDE MIN. 18" X • 24- CRAWL SPACE ACCESS. 9,- KITCHEN CABINETS AND COUNTER LAYOUT'S BY OWNER. KITCHEN PLANS SHOWN ARE SCHEMATIC. 10 - SHELVING IN PANTRY (HEGHT AND NUMBERS OF SHELVES BY OWNER). 11 - GAS RANGE OVEN uvrm 9 '/FAN/LIGHT WITH 1.00 UM. VENTED OUTSIDE. WHERE COUNTER TOP RANGE SPECIFIED. USE DOWN DRAFT EXHAUST FAN. Vv. 12 - U.L. ICED APPROVED ZERO •CLEARANCE GAS FIFE PLACE OIFECT VENT 20; INSTALLED PER MANUF. SPECIFICATIONS, PROVIDE 6 SO. IN. OUTSIDE AIR FOR COMBUSTION. HEARTH TO BE NON COMBUST11314 EXTEND 2/ 12" BEYOND EACH SIDE OF OPENING AND 213* MIN. 0 FRONT. lama MICRON N.TjA.flONBV CM/•14. • •3.- BM APAT. o FIRE BUM BETWEEN STUDS. O LIMIT SHOWER FIZIW TO 2.5 GP.M. • WATER PROOF VVALL1DW / IN 70" ABV. DRAIN INLET. O ALL GLAZING WAN. 70" ABN. DRAIN TO BE SAFETY GLASS. O VAPOR BARRER BEHIND G.VV.B. O APPLY WATER RESISTANCE BOARD UP TO 70" ABV. DRAIN. • INSTALL 36" TOWEL BAR 0 40" ABV F.F 14.- PROVIDE 30' MIN. CLEAR WIDTH AND 24" CLEARANCE FRONT OF TOILET. - '15.- VINYL OR TILE FLOORING AT KITCHEN AND BATH SELECTION / OVVNER. 18.- 000R BETWEEN HOUSE AND GARAGE TO BE 20 MI. RATED. OR 1 3/8" SOLID CORE TIGHT RTIING WITH SELF CLOSING. 17.- FURNACE TO BE PLACED 18" ABV. FL ON ONE HOUR PLATFORM W/(2) % LAYERS PLYWOOD. PROTECT FROM IMPACT PER NC. WITH 4" CONCRETI FILL BOLLARD. USE 6" 0 FRESH AIR INTAKE DUCT / DAMPER. 111- 19,- 141-o" coNta mgc,E 0 0 zt_0" 10.,„ 06o/zest itt ,,ronorsomm. 44-a" is47412. 11300RM. 0 to qp —1 • • 22.- ALL •HEADERS TO BE 4.x DEXItRKiRWAOESLLNA ALL FEADERS TO BE 4" X INTERIOR VVALLS O.N.O. ALL -EXTERIOR WALLS TO BE 2 X130 ley 0.C. WITH R-21 BATTS INSUL. ALL INTERIM WALLS TO BE 2 X 4 0 15" 0.C. ALL ANGLES WALL TO BE 45 DEGREE U.N.O. PR3VIDECONTINOUS HANDRAIL AT STAIRS, 1 lie FROM WALL AND 34" 1 38" ABV. TREAD NOSING 1 1 1/4" 113 2" MAX GRASPING. USE GUARDRAIL •FOR WALKING SURFACES 30' ABV. GRADE. UGHIING CONTRCES •FOR INTERIM STAIRWAYS MUST BE 0 TOP / BTM. ALL STORAGE AND SPACES UNDF:R STAIR TO BE FINISHED 5/9" TYPE 'X ALLFRAWQ NAlkAPP).?006 AC. 4.cyLcis 24, (1 7L UPPER FL.R. PLAN 5C,4 4 it 1/011 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). (t) to k RECEIVED CITY OF TUKWILI, DEC 0 6i 2012 ERNI if CEN TEP, •_/3 ELECTRICAL DYES ' 1 .- ALL ELECTRICAL CONTRACTOR WORK SHALL COMPLY WITH STATE AND LOCALBUILDiNG CODES. 2.- ALL ELECTRICAL- AND TELEPHONE SYSTEM SHALL BE DESIGN BUiLD 3.- ELECTRICAL CONTRACTOR SHALL VERIFY ALL ROUGH -INS AND SPECIFIC. OF ALL LIGHT FIXTURE AND EQUIPMENT WITH OWNER. TRIM PER ELECTRICAL CODE: AND IN COMPLIANCE WITH STATE AND LOCAL CODE 4.- ALL 'WIRING SHALL BE COPPER. CONDUCTORS FOR POWER WIRING SIZED #12 AWG. AND 41-0 AWG. SHALL BE SOLID. CONDUCTORS FOR CONTROL WIRING SIZED #18AWG THROUGH #10 SHALL STRANDED. CONDUCTORS SIZED #.8 AWG. AND LARGER SHALL BE S !HANDED. ARMORED CABLE (BX) MAY BE USED: FOR BRANCH CIRCUITS WITH MAX. #10 AWG. CONDUCTORS. ARMORED CABLE (13X) ALLOWED FOR LIGHTING CIRCUIT . THROUGHOUT.: 4 .- IT 1S 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 . 6 .- ALL ELECTRICAL OUTLETS , SWITCHES, COVER PLATES, SHALL BE WHITE 8 : VERIFY; ALL SWITCHES AND OUTLETS HEIGHTS ABV. CABINETS TO CLEAR FOR BACK BPLACHS. RECEPTACLE OUTLET LOCATIONS : KITCHEN :.RECEEPTACLE 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; ENVIRQMENTAL CONTROL SHALL BE MOUNTED NOT LESS THAN 15" AND NOT MORE THAN 48" ABV. F.F. 1 0.- PROVIDE VI) 2 W SCHEDULED 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND (1) 5/8" x 8' LOG 3ALV. ROD 'FOR GROUNDING 1 "1: ALL RECEPTACLES 120 VOLTS, SINGLE PHASE 15 w 20 AMP. INSTALLED IN BATHROOM, KITCHEN, .GARAGES, OR OUTDOORS SHALL HAVE GROUND FAULT CIRCUIT INTERRUPTER PROTECTiONN. 12.: SMOKE DETECTORS TO BE WIRE TO THE BLDG. WITH BATTERY BACK UP. 13.- LIGHTING : CONTROLS FOR INTERIOR STAIRWAYS MUST BE PROVIDED A TOP AND BOI !UM. 14.- LIGHT. FIXTURES IN TUB OR SHOWER SHALL HAVE LABEL STATING "SUITABLE FOR DAMP LOCATIONS " 15.- RECESSED CEIUNG FIXTURES MUST BE IC. RATED 16.- PROVIDE TEMPORARY POWER AND UGHT OUTLET FOR USE BY OTHERS ELECTRIC WIRING SERVICES OV Z. t-ff,E. PANEL '00 t NT"ERioR. LtJM,NAIgE5 eNALL $6 50% MiN. /4/oil ErPJGAC' ( AND ALL EXi'EtvoR L /GHT/NG SHALL Be H/ GH EFP/ C AC'I -- SIKErialyMaja 48c DUREX OUTLET .DUPLEX CURET W/ ONE SWITCH DUPLEX OUTLET WATERPROOF DUPLEX OUTCcE= r GROUND FAULT INTERRUPTER . OUTLET (3 •WIRE 220 VOLTS) PLUG OUTLET (ONIE POLE) TAiL SVVCh*H: (ONE POE) #D SWLTDH W/ DIMMER q13.5. SWITCH (3 POLE) tw.SVH WATERPROOF INC,IWDESCENT • UGHT CEiUNG INCANDESCENT LIGHT WALL •.1 INCANUESCENT UGHT PULL CHAIN INCANDESCENT LIGHT PENDANT -4)- INCANDESCENT LIGHT RECESSED INCANDESCENT SPOT UGHT - CEILING MOUNTED EYEBROW g o TRACE UGHT : T FLOURESCENT LIGHT CLG. ® TIE rrAT . : ELECTRIC IC PANEL RECESSED Q J. BOX JACK WALL Flo TELEVISION : OUTLET o OR BELL. -"t° DOOR CHIME d.. SMOKE DETECTORS VENT' LIGHT VLNT LIGHT VENT HEAT VENT LIGHT l• WHOLE HOUSE: FAN WHF, e} HARDWIRE 010 .V W/ BATTERY BACK UP. b) C NTRALLY IDCATel IN CORFIIDOR LEADING TO BEORM. 0)1N EACH FANS SHALL BE CAPABLE OF 5 AIR CHANGES PER HR. VENTS DIRECTLY TO EXTERIOR THROUGH SMOOTH RIGID NON AB8CIRVENT DUCTS AND SHALL TERMINATE OUTSIDE BLOS. 5' FROM ANY OPENING.( USE BACKDRAFT DAMPERS): KITCHEN 100 CFM. BATHE 50 Ch=M. LAUNDRY,, 50 CFM. CAPABLE OF • PRc BtOiNG AT LEAST 0.35 AIR CHANGES PER HR. BUT NOT LESS. THAN 15 CUBIC FEET PER MIN. PER BED Hi ' PLUS AND ADDITIONAL 15 CUBIC FEET PER MIN. ( SIZE a 100 CFM. ): ( NOISE RAITtNG a 1.5 SONE MAX) MANUAL AND AUTOMATIC CONTROL W/ 24 HRS. TIMER. WALL MOUNTED FORCED AIR HEATING ® [AIR 3oN . HONOX/DE ALARM' J=' r - J 5.1 WWEC, MAIN MGR NOTES 1- WRITTEN OIMENSiONS TAKE PRECEDENCE OVER SCALE DIMENSION 2.* CONTRACTOR SHALL VERIFY ALL KIT S OIME IS:6 cONDIT Ns PRIOR TO CONSTRUCTION. �� a PPEZ t.1Z 3 - PLATE HEIGHT PJ''� Gil tilt%. Pt tZ . �,.c9 L-! 4.- ADDRESS NUMBERS SHALL BE PLAINLY VISIBLE FROM STREET. 5: WINDOWS & DOORS ARE SHOWN & WITS) AS NOMINAL 9IZL"-S. 6: EXTEROR WALLS TO BE 2'X 6•STUDS O i.B" Q.C. U.N.O. 7 - PROVIOE MIN. 22" X 30" 'ATTIC ACCESS INSULATED / WEATHERSTRIP WITH 30" OR MORE CLEAR VERTICAL. HBGHTS 8.- PROVIDE MIN. 18" X`24" CRAWL SPAR ACS. . 9- KITci-F..N CABINETS AND COUNTER LAYOUTS BY OWNER. . KIT CFEN PLANS SHOWN ARE SCHEMATIC. 10 - SHELVING IN •PANTRY (H3GHw AND NUMBERS OF SHELVE S BY:OWNEI 11- GAS RANGE= OVEN WITH :HD00 I-4000 /PAN/LIGHT WITH 100 cfM. VENTED OUTSIDE. WHEIE COUNTER TOP RANGE is SPECIFIED;.USE DOWN •DRAFT EXXHAUST FAN. 12.- U L / b:: APPRo ED cu .ARANCE :GAS FIRE'QLA _ DIRECT Vet" INSTALLED PER MANUF FiCATTONS, PR(]VIDE 6 SQ..IN OUTSIDE AIR FOR COMBUSTION. HEARTH NON 3MBUSTIBL€ EXTEND 12" BEYOND EACH SIDE; OF CPENING MOLD 20" MIN: o FRONT: MANTELSELECOON AtiO: .IA1 . " BY R. : 13- TUB AND it " O ARE BLKG 8ETWEENSTuDS. O LIMf SHowER FLOW TO 2 :5 G.P.M. O WATER PROOF WALL MIN/ IN 70* ABV: DRAIN INLET O ALL GLAZING W /IN. 70" ABU DRAIN MBE SAFETY "GLASS. O VAPOR BARRER`BEHIND G.W.B. O APPLY WATER RESISTANCE BOARD UP TO 70" ABV: DRAIN. a INSTALL 36" TOWEL BAR Its 40" ASV F.F. 14.- PROVIDE 30* IAN. CLEAR WIDTH AND 24" CLEARANCE .FRMIT OF 1OIIET. 1.5.- VINYL OR TILE FLOORING AT KITCHEN AND BATH SE = e, / OWNER. 16.- DOOR SE%WEEN HOUSE AND GARAGE T ,SE 20MMI. RATED. OR 1 3/8" SOLID CORE TIGHT RTTING WITH SELFCLOSING. FURNACE TO BE PLACED 1.8" ABV. FL ON ONE HOUR PLATFORM W /(2) 34 LAYERS PLYWOOD. PRi:1 Cr FROM iMPNCT PER IMC. WrIH 4' CCIN1 RET1 FiLL BOLLARD. USE 8-'0 FRESH MR INTAKE DUCT / DAMPER: PLUMBING NOTES 1. ALL PLUMBING.. AND; MECHANICAL WORK SHALL COMPLY WITH STATE AND LOCAL BUILDING CODES. 2 IT SHALL BE THE MECHANICAL AND PLUMBING RESPONSIBILITY TO VISIT • THE BITE ANC FAMILIARIZE THEMSELVES WITH ALL EXISTING CONDITIONS W ELATED TO THEIR WORK AND THAT OF ALL OTHER TRADES PRIOR TO . PRdPCIEAL 3: ,- FL .RN1$H ALL LABOR,. MATERIALS, EQUIPMENTS. FIXTURES FOR A. COMPLY WORT AND COORDINATED 'INSTALLATIONS 4 .DOMESTIC, WATER: PIPES- TQ .BF AS'TM 8B8 TYPE "M* COPPER WATER.. TUBE: WITH. ANSI 81 6:22 WROUGHT COPPER FITTING JOINEID BY ASTM • B22 DOMESTIC HOT WATER: 'SHALL BE INSULATED :WITH 1 14" 'THICK JOHN MANViLI:.E 650 'AP. 6 - GREASE TRAP. (IF 'REQUIRED )...TO BE :SPECIFIED AND LOCATED, PROVIDED. ANO INSTALLED `'8Y PLUMBING CONTRACTOR 7 - PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL . BACKFLOW AS REAMED BY .COOL MBING CONTIACTOR: SHALL DERMiNE TOTAL PROJECT REQUIREMENTS WILL VERIFY SIZE OF SERVICE REQUIRED FOR GAS: AND WATER. PLLJM811VG NOTE. AL EIXTUREV •TO ` C MIPLY TOILETS SHOWGRHEAI :. LAVA'RY ,FAUCETS:: KrreitiNs. PAUL ETS : I <8: ALL HEWERS To BE uQ X !D .. EXTERIOR WALLS U.N. @ G/ZNA c-R . 4 K8 fJPl k' . LR. ALL HEADERS TO SE 4" X A 0 INTERIOR WALLS U.N 1. € It it 4x6 € it it ALL EXTERIOR WALL 1,` BE 2 X•o is* O:C. WITH R-21 BATTS INSUL ALL INTERIOR WALLS MBE .2 XX 4.-115" C.C. 20 ALL ANGLES WALL TO SE 45 DEGREE U.N.O. 21- PROVIDE CONTINOUS HANDRAIL AT .STAIRS,1 W FROM WALL AND 34' / 38" ABV. TREAD NOSING WITH 1 11/4" TO 2" MAX GRASPING. USE GUARDRAIL FOR WALKING SURFACES 30" ASV: GRADE. UGHiING CONTROLS FOR INTERIOR STAIRWAYS MUST BE O TC P / EITM. 23.- ALL STORAGE AND SPACES UNDER STAIR TO iE AWNED WITH 5/8" TYPE rX +GWB. ALL FRNANG NAILS PER 200;9113C. WITH WATER. CONSERVATION REQUIREMENTS, 1..6 GALLONS PER "PLUSH 2.5 GALLONS PER MINUTE. 2.5 GALLONS PER MINUTE a5 GALLONS PER [INCITE CONCRETE TROWEL FINISH, OP [:CONCRETE - SMOOTH FINISH VINYL 11`iON TILE CARPET tLIp'"1'E .11. • SEMIGLOSS ENAMEL ± MWo 3L $:; ENAMEL : FI TAPED AMING •AC DUSTiCAL CEIUNG D FR. R. 1emED WOOD ID STAIN AND LAQUER TO MATCH SING ►1NSC OT° SEE: INTERIOR E.LEVATIONSOR NOTES ERAMICTILE BULLNOSE vows. AT T.UEI.OR SHOWER. . 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LEAVE WM. EDGE UNATTACHED FOR WATER RESISTANCE BARRIER TOGO UNDERNEATH FLASHING PAPER. . INSTALL "NAILON" WINDOW.. 'CATION STEP -3 . INSTALL HEAD FLAHING PAPER OVER TOP OF WINDOW FLANGE. . INSTALL WINDOW HEAD MTL FLASHING OVER WINDOW HEAD FLASHING PAPER AND PLACE THE WATER RESISTANT BARRIER OVER THE FLANGE OF MIL FLASHING_ HEAD JAMB SWEAr4110 SIDING PL. A5H //VG CA51NG A77AcW,s rte bxrule /are Md4NN INSOLArION RA$oErEri ✓Ark, . 5117,E JAM; Ica SI-ii 4 ac -✓41'1 TQ ioRAM/NG e,E4 /NC, Nwo&s eroaa S 4c W exva op CASINO 1/307M14 RAID. SOO P1-000 r/WResHoL.0 W/ w&'ArHGa scalp 31DINC .SN 47.14INc 1r ✓crsr 044e4emorfr al/peg „bar. XT':.SW /NG Doote . • REVIEWED FOR CODE COMPLIANCE APPROVED w � JAN 10 2013 INraeol' PI /15N JAt,.4 ' - .-- CASING ra cz.WG 'TRACK I -/AROWA E _p JA►ME► IN7"�ato� MNisN 14,,-___cAsellsro 1eRAMe stucco 7 mom C,, &VdALi 6104 44116. 611..1..* 0.!C!OPcis /M: F•rM. R.411... L/NOS7g cur AIR PLOW Fr P.* 91.10I01L.e;OR, City of Tukwila DING D i V Fregr1443Y P S "rnF a. RS t=== t..7aN4 4440 at/on ationva G ' PA,$0 . , 14 SIDING MO /SruRE i 4gvtaR MEAD 'FL.,45arG. HIrAD CASING M0157~u, E 4 tRRIE,42 HEAD PLAsAlt IMI/VO --� - HEAD O40iM . WINDOW/OWN HEAD FLASHING .. OIDING PANEWL P"LAHNlh1G " w/2 "(MIN)Dvl "r LEAF'' G. Jot's/rib 5 /art PANE11. M©i✓ragg SHEATHING Corn': Plev nJgE /,z Z ma.. FLAshl `G. Sla/Na PANeI $ s/h111CI ce lvr/Nt:Icas NazeizoNrAL PLASHING W/ C 4tPtt"HM. OVERLAPS @ Jo1N7 . iiviRoav owe. l rizmol, Z .A L aa.arM 4e- HORIZONTAL WALL FLASHING MMe rAL C' PANEL Jo/Nr IMD/37Vgg 2ioA apivr ovoR <,7c> rM'4 x e7"WBSN 1 ss/1'111MrJ/Z y t� rce /NG 1xxxa 114 a ioa 7 g / 0 1 7 . 4 ° .Cz attgAge h.A • SECIVM HEAD ROOM 7�d #4E.ApaA, 2 xadollski Mme smelt) rt, kultiasinirce.1.41soro trDPP1CL D G'4v gO ,,./AM /C 4 /M 7 aawr it MAY 1 foirra,sarti WNW., Og 1? 'GONVZ'+11L.• (wo, Mn... , owl.) rgAcie tal 'N71, 2 K CAS /NG lo.► JAM O f37'tr L►o ZOL.C. a b'le l.Jrlr 7b Cr AG6 Cm2 pierropit G" 4,7' /c0N OP G41440 4 1;21:9/g g'/&. Cg VINYL, /01,.tX04 GARAG D0D,2 I 3z3 viluze r mit Sek JrF E AR � -'g . 1.2-5-6 -8 - /DC4). S- 5 -&-S- 12 11 tt 3-.4 • 14,18. 3 BMW) 4,e5,.1Z. 11 t J1 It pla tr n 1 401111111111111111110 ♦ 431111111111111111111 ate■ . 1Y. re 4! RA- ?A BABE PAhlEL. t E • PA : T'. 'cEss PANES. PLO t Flt/5tl Y ' .OWING' PA r ovabe 'ea •1 3. 4 5. 1!'"e' 11: 5. sTAINS0 tot * x1114401. PIP PO 1i5 eatiggenegi WO, tWOCItO Pit W •s HiPti:L w. Coal! BOW rfifti,J0 COVE AL. l,.fy siAi //� J�M��Jl���(t�j)l `ctivi' 14. EMAg aijoei0ArApg :TRIM, r. SELF ci_bs 2E l2 i oc'jZ IGAJ©e5 arclos 13 LevEz kiAIHDt.E$ 0 P -EPsIGI -FT PLA Rtu :tvtt) CITY OF "WWII. A OCT 0 5 2012 PERMIT CENTER 1 t=== t..7aN4 4440 at/on ationva G ' PA,$0 . , 14 SIDING MO /SruRE i 4gvtaR MEAD 'FL.,45arG. HIrAD CASING M0157~u, E 4 tRRIE,42 HEAD PLAsAlt IMI/VO --� - HEAD O40iM . WINDOW/OWN HEAD FLASHING .. OIDING PANEWL P"LAHNlh1G " w/2 "(MIN)Dvl "r LEAF'' G. Jot's/rib 5 /art PANE11. M©i✓ragg SHEATHING Corn': Plev nJgE /,z Z ma.. FLAshl `G. Sla/Na PANeI $ s/h111CI ce lvr/Nt:Icas NazeizoNrAL PLASHING W/ C 4tPtt"HM. OVERLAPS @ Jo1N7 . iiviRoav owe. l rizmol, Z .A L aa.arM 4e- HORIZONTAL WALL FLASHING MMe rAL C' PANEL Jo/Nr IMD/37Vgg 2ioA apivr ovoR <,7c> rM'4 x e7"WBSN 1 ss/1'111MrJ/Z y t� rce /NG 1xxxa 114 a ioa 7 g / 0 1 7 . 4 ° .Cz attgAge h.A • SECIVM HEAD ROOM 7�d #4E.ApaA, 2 xadollski Mme smelt) rt, kultiasinirce.1.41soro trDPP1CL D G'4v gO ,,./AM /C 4 /M 7 aawr it MAY 1 foirra,sarti WNW., Og 1? 'GONVZ'+11L.• (wo, Mn... , owl.) rgAcie tal 'N71, 2 K CAS /NG lo.► JAM O f37'tr L►o ZOL.C. a b'le l.Jrlr 7b Cr AG6 Cm2 pierropit G" 4,7' /c0N OP G41440 4 1;21:9/g g'/&. Cg VINYL, /01,.tX04 GARAG D0D,2 I 3z3 viluze r mit Sek JrF E AR � -'g . 1.2-5-6 -8 - /DC4). S- 5 -&-S- 12 11 tt 3-.4 • 14,18. 3 BMW) 4,e5,.1Z. 11 t J1 It pla tr n 1 401111111111111111110 ♦ 431111111111111111111 ate■ . 1Y. re 4! RA- ?A BABE PAhlEL. t E • PA : T'. 'cEss PANES. PLO t Flt/5tl Y ' .OWING' PA r ovabe 'ea •1 3. 4 5. 1!'"e' 11: 5. sTAINS0 tot * x1114401. PIP PO 1i5 eatiggenegi WO, tWOCItO Pit W •s HiPti:L w. Coal! BOW rfifti,J0 COVE AL. l,.fy siAi //� J�M��Jl���(t�j)l `ctivi' 14. EMAg aijoei0ArApg :TRIM, r. SELF ci_bs 2E l2 i oc'jZ IGAJ©e5 arclos 13 LevEz kiAIHDt.E$ 0 P -EPsIGI -FT PLA Rtu :tvtt) CITY OF "WWII. A OCT 0 5 2012 PERMIT CENTER Fa / D11 % 1 G PER PLAZA / OVER /50 FELT oveR 7//( 4s 5I1EA7b/Ii 7 Otf:2 2x6 M'2:; @ Rb "d •C . /'d@ 4 "0 c • CBWP) z - FL.asN/ 2x 7 'y+ 017174.14/Al.. fact @ 6" .G (_/) #456 cz/: 0 • R-21 e,Arr JA5.JL . //2" OWE) • a /4" 1 G. PLYWV 4LUErb NA//E0 Wad. c-cMNJ. &A-Doe fee F /ELO OVER 2x •,z. jer @ /!a"ec. 10/44/ t2- a Erb ,.10-7 era. 3 - !f d. / 101 'U /A •F3sLT5 @ Q. C. u r /V /x3 "x / /4 "tu . to M/L • BLACK Y 8 . 2 4140 Cann' IfEgr /:N- C'!!v"O.c 4l pipg w /SCreOnr_- w'1WJD Ti n@ D?Y vcIEtt.. 70 Torso° 674AWL Sf%CE? v/ /N 70 4s : IN67Au.et7 @ L.owa2 %ter AND mE i cdWAI Toe ¶EYwaccs . c9" 41 -- - {SECTIOW E` r4t.E 4 =9 /11= I. c" 2s13/.../40 cue . T AT ACHED 7 ?fl' . ft. w f�� e a"Q.c.TcnG4/L /j2xcax PLYWQ• OV Q 2x Ca erti.o5 e !!o" o• G. ArrACNE~'b w /BCC! 4" o.G. gt:DGE5 12' i.G. Pl -r, -SECT 0 :-:A2- I ". 1 -09 18/1 ANT' p-ro. 3/¢ "7>l O. PLYwa az CAB g2,<ri.e. T f' /P,-N xsz. R-30 ,srk77" ?Dr.. coNc. P/r /vans' IN9c/t.icrea/ !O'4" 5,0„ V D 2x57-0°5@ //o"DG 2=2/ 8A7r ItVsclt . Ile` 61410 . 5LAS o/% M14. vB. D /4"fil2AWOLAR f" /LL. 4.0 Oq . . . _ 0 O • p a a °. °o {�. °.po a °... a o 0 1 o ' I j s.CT1oAl .G ` L.E 111:414c)" huts - ©c7 4 18" e /S"c'. G . rBfNPi4R/ (15) MN MIT /5` -o" 4r -Oa 4t 41x 0 DF# J. 4 "M /N. colvc.cleougo 64.4a cvv,Q !o Mit I % L-5' VAPEN2 e3AR,2 /5, 2. QVEI2 4" C/2AViL !MOE Cpdx25,E 01VE12, COMPAGTT17 cE4p8 7b 5rAeJ /1– /TYANo /2a/6 rA ace. r0 W47 , P 7i 477O/./. 12 .1N o/ZC 14 /6x / W 1.4 x W./.4 v./elver) groe:-ear #441 /8"@ POUA/D Ar/OAI PLA/J TNr,1.4 (a) gl5 # BLCX. E''LT erif3v�2E Pa ,2/ ovE. ' FLASi- "c . MA6oNRY DES llo "o.G. v'7101.1.1y' 14012 /t0N7-A LLY &L. /MttIA7 VERr I4OF� -7A1�2 F' /tive.e v Cap HEAD - bIN EVEIzy to / "•41'2 SPACE 1/6 05t3 5,/EA77 -NO . 2x Cu 9005 e!o" C. c. w/2 -TOP i . - l isT t ft w /,e- 21 ISA7'TS INeu- GoVE,r2 1402." G is 3017-d 0. / FLGt:2 CLVS fi f.4/L o ovE City of Tukwila FLI .../57: �'STEt�I BUILDING DIVISION 2x12 /M lea AND ,t2 47'T� //Jt-0xTJON REVIEWED FOR CODE COMPLIANCE APPROVED JAN 10 2013 .s ..CTJQk1 do � //4 = /L0?" PO O. DAT /ON vE/J7m/L.ATV 2AI COA WL. PACE.L A /2EA 854 54. PT: VEW /CATION gEOD. (854%/ /44 " = 820 e9. /w. PP!: y,G (4"x7 ": - A:)X y &/ 7—r AREA = 78 . /N. 1•1i. 06620 6520 7C) = 1 / 1/aItt/'9. 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 1/2" 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.) 20" 141N.01- ENgTNc c PRI,f 5THP14RJ 5TH P Corner (Rim Joist Installation) (Installation on 3 -2x studs) STH014 OR 5THP14RJ W/ (58)16d SINKERS: T = 4430 # 5THD10 OR STHDIORJ W/ (28)16d SINKERS: T = 2990 # FOUNDATION NOTES FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS IN THE IRC- 20043 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 S'I'EEL 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% CONCRE'T'E 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 l2" x 10 ", A307 WITH 7" MIN. EMBEDMENT WITH '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 x /Z" 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 i/4" CORROSION RESISTANCE. VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. HTT22 W/ (32)16d SINKERS: T = 4650 #1 Simpson Strong -Tie HTT22 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 RECEIVED CITY OF TUKWILA DEC 0 6 2012 'ERI+ CENTEF 01-10414 WAC.c- P /PL,AI 4/L. 10ATW //il!o 7VOGKy IVA 1,H5AIZ W4Z4.. E:t . /I°lPtreN I.orA 21 W.49.) / 1-A 4 A2 PL. AT",i?31..t..�K. :.._/Ayrxaww R :IN PorZce 1471 Tim orgAP PER PL A/ t: rux [ .°" 6.24141.. j ofNAIL4 E.A • allo. ! 11 MIN<Mc,1114 END o1 r4NC� C016 w/(�2d) /GLd r /465 fr rde p000d I f two /41.4w 42)103'. = /80° HDR. 0 O� 2710ab f-o" �. A13 WP 113• / 1 dRop 0 0 0 -w 011 1 Lf. IZ. v W ADt . t r-) /Nro�c vi HE; NAIL. 6772AP 7z w . /Sr/RAPS 1710(/ lZ /M .. T. G6 3WP �..n 0 i ZI-Ga6 • ABWP 1� '1 I/ 120.5" ..1571 3! /o" 2/'e01,0'- . 'Lfi- "f% t icEr ,, • n • e / 6t-c," fr ao 11 PPH 2-! " n iou FRAMING UPPER FL R. PLAN s 5CA4-E 1 /4" / kJ' 44- 4. 4c: 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 RAFTERS TO BE 2 x 8 H.F. # 2 @ 24" O.C. 5. ALL TRUSSES TO BE @ 24 " O.C. ( TYP. ) U.N.O. 6. PROVIDE ROOF VENTS PER SECT. R806 IRC. 7. ROOF PITCH TO BE TYP. U.N.O. flaw. PLAIN 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 END TRUSSES. 10. VENTED BLCK'G. OVER SUPPORTS 11. CHIMNEY HEIGHT TO BE 2' - 0" MIN. ABOVE ANY PORTION OF BUILDING WITHIN 10'- 0" PER IRC SECTION R1001.6 12. BRACING, ( STICK FRAMED AREAS ONLY ) ( 2 ) 2x 4 UP TO 10' -0" LONG ( 2 ) 2x6 10 "O" TO 14' LONG ( 3 ) 2x 6 OVER 14' LONG. 13. PLATE HEIGHTS, MAIN FLR. S TYP. U.N.O. 14. TRUSSES : qua. 32 "f /✓MME t2 IT 1 0 ✓AcK' „or 15. CON SUP ADE • • o 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 16. NAIL ROOF SHEATHING W/ 8d. COMMON @ 6" 0.0. AT P • NEL EDGES AND AT WALL PLATES BLCK'G. AND 2" O.C. © FIELD PER IRC. R602.3.1 NOTES: T "USS ENGINEERING, PER IRC. 80210.1 T "USS ENGINEER OF RECORDS SHALL REVIEW, A"PROVE AND NOTE ON THE DOCUMENTS THAT T EY HAVE FOUND TO BE IN 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 SFECIFIC TRUSS BRACING REQUIREMENTS. 0 O 9 001-4" LUz- . F'F.I -1. 5EE' 5-1 P /077 �. 4 /51-oI4swI.. 31 / 7" '1 G5I3 k/iz, RE D ZS =o Pg©vivgo . FRAtIWG QQQ PLAN �A�E 1r4" -, o • RECEIVED CITY OF TUKWILA OCT 0 5 2012 PERMIT CENTER TRUSSES. t : 271(0" errs. rR c 2 °C) . • 27'd>" CAI31-a £No 77(..1 , 20 " 57x7. rRu$5 Gay zerac d 20 =0" G L.E. END 7,Zu� Q As,Losmoao 77Z0V e vinc2c. • /O =0" t oN© cA&E r 'U9 • 4'0" r4©No rRV eat "o•c. / 2/ 'a" Gr/2aER rRuo 4 r'- s° `-d BLDG. ¢•3'C.5P4 /54'PRevrvei:). NE'ADER OCI -leoV 4E LE NG rW size. _ WAGC.3 - sr1PPo tzrrrWG , Odl(©" 6"1 "leo" ' 0'0 "•,S• -'D" o' c,"• Oil 4x$ 4 x/O 4109 4x 6 4r. UPPE12 PL2. it G/•ND FLIg. INT R°'s/.0. FLR . 11J7' ci PPE/ FL g •3EA H SC/ IaOCJL..E Ve3"x 10'2" #l. /0 Dia #/ /2 Df � / t "1•/. [a-/ J 6 la-a ax10OF g o fox 8 -4 fox 113.5 Co x8 • EIMMIEJS1121M 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 CONTRACTOR'S WRITTEN COMPANY SAFETY PROGRAM MUST BE SUBMITTED PRIOR TO COMMENCING WORK SUBCONTRACTOR SHALL WORK WITH SUPERINTENDENT .TO CORRECT AND COMPLETE LUMBER PACKAGE. 24 HR MUST BE GIVEN TO THE JOB SUPERINTENDENT 10 REPLACE MISSING MATERIAL OR TO ADO 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 RACED IN DESIGNATED AREAS. DOUGLAS AR AND HEM RR GRADED IN ACCORDANCE WITH WEST COAST LUMBER RULE #18 4x , 6x, BEAMS AND POSTS OF #1, Fv = 95 PSI, Fb = 1200 PSI E. = 1,700;000 JOISTS: HEM-FIR #2, Fv. = 75 Fb 1075 PSI. E. = 1, 300.000 HEADERS : OF # 1 STUDS : HEM-FIR STUD GRADE OR BETTER. Fv. = 75 Fb. *0. 750 E. = 1,200,000 MANUFAC11JRED LUMBER PSL, LVL., AND L.SL, SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL. RESERVED BOARD. LUMBER SHALL. BE MANUFACTURED IN ACCORDANCE WITH ICBO. MEMBERS SHALL HAVE THE FALLOWING MIN. PROPERTIES.: PSL ( 2.0E ) Fv. =290 psi. LVL ( 1.9E ) Fv. =285 psi LSL ( 1.7E ) Fv. =400 psi Fb. = 2900 psi. Fb. = 2800 psi. Fb. = 2800 psi E. = 2,000,000 E. = 1,900,000 E. = 1,700,000 • PLYWOOD SHEATHING SHALL BE GRADE CD, EXTERIOR OR STRUCTURAL II, GLUE IN CONFORMANCE WITH DOC. PS. 1 ORIENTED BTRANOED BOARD ( OES ) OF EQUIVALENT THICKNESS EXPOSURE RATING AND PANEL INDEX, MAY BE USE IN LIU OF PLYWOOD. wikkitaisamg WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND Al, DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH 2- 18d NAILS AND TOE • NAIL OR END NAIL EACH STUD 10 BOTTOM PLATE WITH 2- 16d NAILS. ; FACE NAIL DOUBLE TOP PLATE WITH 16d 0 12" 0.C. AND LAP A MIN. 4' AT JOINTS AND PROVIDE 16d 0 4" O.C. NAIL BOTTOM* PLATE FROM STUD WALL ABOVE TO WOOD FRAMING BELOW WITH 18c1 @ 12" O.C. BUILT-UP POST SHALL BE NAILED 70 EACH OTHER WITH 16d 0 12" 0.0. STAGGER. INSTALL SHIMMING WHERE NECESSARY TO LEVEL THE SILL PLATE OR PONY WALL TO A W. WHEN INSTALUNG THE SILL, MAKE SURE BUILDING IS SQUARE TO A EXTERIOR BEARING WALLS 2 x 6 x a 16" 0.C. INTERIOR BEARING WALLS 2 x 4 x 16110. INSTALL FIRE BLOCKING A BATHTUB INSTALL 2 x 4 VERTICAL AT EACH END 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 1/4" 36" 7 34." 10" 6' 8" 34" - 38" 1 1/4 " MIN. to 2" MAX 36" MIN. 1½" FOR WINDING STAIRS PROVIDE A MIN. 10" TREAD AT 12" FROM THE NARROWEST POINT AND A Nom 6" TREAD AT THE NARROWEST POINT GUARDRAIL, REQUIRED FOR WALKING SURFACES 30" ABOVE ADJACENT • GRADE FLOOR FRAMING • ROOF SHEATHING SHALL BE 1/2" WITH SPAN RATING 32 / 16 FLOOR SHEATHING SHALL BE 3/4" WITH SPAN RATING 48 / 24 WALL • SHEATHING. SHALL BE •1/2" 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 le AIRSPACE MIN. AT MP, SIDES AND ENDS. ALL DECKS EXPOSED TO WEATHER MUST BE PRESERVATIVE TREATED. FASTENERS FOR PRESSURE TREATED AND FIRE RETARDANT TREATED WOOD SHALL BE OF HOT-DIPPED GALVANIZED STEEL STAINLESS STEEL SILICON BRONZE OR COPPER. FIELD CUT END, NOTCHES AND DRILLED HOLES OF PRESSURE TREATED WOOD SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4 SHEAR WALL Borrow! • 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 10 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 L 0,0. AND 3" x 3" x 1 / 4"WASHER INDIVIDUAL MEMBERS OR BUILT-UP BEAMS SHALL BE ATTACHED WITH 16d NAILS 0 16" 0.0. , STAGGERED PROVIDE CONTINUOUS SOLD BLOCKING AT MID HEIGHT OF ALL STUDS WALL OVER 8' HT. ALL POST OVER 4' NEED BRACING PER IRC. NAILING SHALL CONFORM TO TABLE R 602.3(1 ) ALL EXTERIOR AND INTERIOR WALLS SHALL BE EFFECTIVELY BRACED. ARE STOPPING AND DRAFT STOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENING. GWE-LAM : DOUGLAS FIR.-LARCH COMBINATION GRADE 24F / V4, DF / OF, W/, Ft= 2400 Pa SEAMS TO LAID UP IN AN APPROVED WATER RESISTANCE GLUE GWELAM-BM. SHALL BE OBTAINED FROM AN APPROVED FABRICATOR. aapalemmo ONLY GALVANIZED NAILS 014 SCREW ALLOW IN FLOOR SYSTEM. FLOOR SHEATHING WITH 3/4" x 4' x 8' T & G. PLYWOOD ( INDEX 32/16 ) INSTALLED WITH THE FACE GRAIN TO THE JOIST AND THE JOINTS TO BE STAGGERED. SUPPORT .AREAS WHERE CUTS OUT HAS BEEN MADE. FLOOR JOIST TO TOP PLATE WITH 3 - 1 6d TOENAIL DOUBLE JOIST UNDER ALL PARALLEL BEARING WALLS PROVIDE SUPPORT BELOW, FOR WOOD COLUMN THROUGH FLOORS WITH SOLID BLOCKING PROVIDE SOUD BLOCKING 0 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 Vie 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 @ 12" O. C. , STAGGERED. ALL 2 x JOIST .SHALL BE CONNECTED TO FLUSH BEAMS WITH "WS" SERIES JOIST HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH " rrr « 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 R802.3(1) LE R STRUCTJJRAL. MEMBERS ' DESCRIPTION OF BUILDING ELEMENTS ' , NUMBER AND TYPE OF , . FASTENER a, b, c . SPACING OF FASTENERS ii...21111111111111111111 NMMNCSIIIIIIIIMII . . 16" o.c.. NIIIIIIMMI • 24"O.c.' Joist to sill or . irder toe nail • ; e3V.XUEIE.8MMIIIMIIMIONIOCSIIIIIMIMI 2-8d• 2%* x 0.113" 2 Ida . .-, 1% .1. x suofloor far less to each Iis face nail ' . • . 2" subfioor to oast or 'rder,• blind and face nail • • . -2:16d 3W x 0,135" - • * Sole 'late • *oist or blockin. lace nail ' . • Mal IA x 0.135 • • • To .. or sole • late. to Stud, •end nail . . - • .' -1 al EAEIIE1'11111111111111111111111111111111111111101111111111111111111 3-8d (2W x 0.113) or2-16d Ms" 0,135" : Stud to sole plate, toe nail Double studs face nail • ' • ' • • • 10d. 3" x 1.128" Double ,. . . !atm, face nail • 0 10d 3" x 0.1 .:• , . 24" o.c, Sole • . :teto. . ist or blodcin. atbraced wail - ne s 3-16d 314" x O.135 . • ; 16d (3W x ,-0.13.5") - • ' • 3-8d (2%* x 0.113 . + ter o.c. 1111111.1iiiIIM 1111111111111;11.1. 6 o.c. Double toO.pletes. minimum 24-inch offset of end. . , 01 Is face .nall in la . - area Blocking between joists or rafters to top plate, toe nail .. Rim (fist i to. .late toe nail , . . 84 2'4".x 0.11 • To. • . tes la ., at comers and intersections face nail 11E3MIEj . LLIELiiIIIIIIIIIIIIIIIIIIII.111111111111 16d 31.4" x 0.135 • . • • . Built-u header two . with W s .-. cer . 6'. . . .0-1141d1 16" o.c. alon each - 1111111111111111:1111111111111 illiiiiesMONO 111111111111111111101111111111111111111.1 1111111111111:11111111111111111 11111111111111111=111111111111111111 IIIIIIIIIIIIMIICEIIIIIIIIIMIII 1111111111111:11111111111111 24"o.c. • Continued header two ' ,.,-, 16d • • . . ' • 16d 31A" 4.135" • Ceiling jeisb to Plate, toe nail . 3.8d (2W x 0.113") ltLutiRinr-ME:diiiiilliilliMIIIIIIIIINI 3-10c1 • 3" x 0.128' ... .. • • Continu. , header to stud toe nail e.- li . ,I. la • ; over . artElon, face nail ,. . • Ce i .. oast to . , , ,' , ,. ., face nail 3-10d r x 1.12r : • ' - ',- to • = te ' toe nall -14 EYAIEESKIIMMiiiiiiiiiiilegiUMM ' 2-8d (234* x 0.11 " 2 stapies,13/4" 1" brace to - .• stud and *late :face nail , ' .r It :. shealhin. to ,- ' bearin . . face , • 24d 214" x 0.11 • 2 s , 1. es 1%" • 1 I 8* sheathi . to each bead . , facenall . • , 2-; . 2% x 0.113" ' 3 , ...'.. - 1%" Wider than 1• x 8*s - i . tdeach bearin. • face nail' 38d 2W x 0.11 4 s ,.., ... *1 4 IlitatimEcia Built-u . -. , rstads ' - ‘, . Built-up girders and beams, 2-inch lumber layers . • . . , . , ' ii5=3/0.111111111111111111111111111.1il Roof rafters to ridge, valley or hip rafters:' , toe•ial . - • . , , face nail * . 10d (3" x 0.1281 • • ' • • • . Nail each layer as follows: 32" o.c. at top and bottom and staggered. Two nails at e • • and at each s ice. l At each boa . 4-16d• (31/2" x 0.135), , ' . 3-16d 3W x 0.136' • • • Rafter ties to ., -rt face nail • • . . ' . • x 0.1134 , 12 . Colter , =. to rafterifate nail, or .1%". 20 gage ridge • stra . • . . 3,10d (3" x 0.128) • „ . DESCRIPTION OF BUILDING MATERIALS SPACING OF FASTENERS DESCRIPTION OF FASTENERb, c, e Edges (inches) 1 Intermediate supports c, e (inches) Wood structural panels, subfioor, roof and wall sheathing to framing, and particleboard wall sheathing to framing 5/16"-W 6d common (2" x 0.113") nall (subfloor,wall) 8d common (2W 0.1311 nail (roof)f 6 • 12 g 19/3T -1" • -• 8d common nail (2/2" x 0.1311 10d common (3" x 0.148") nail or 8d (2W x 0.131) deformed nail Other wall sheathing h 6 12 9 12 11 /8"-11/4" W structural cellulosic fiberboard sheathin! 11/2" galvanized roofing nail 8d common 2W x 0.131" nail' stale 16 3 6 25/32" structural cellulosic fiberboard sheathing 1%" galvanized roofing nail 8d common (2W x 0.131) nail; staple 16 ga., 114" Ion ! 3 6 w gypsum sheathingd 11/2" galvanized roofing nail; 6d common (2" x 0.131") nail; staple galvanized 11/2" long; 1W screws, Type W or $ 4 8 5/8" gypsum sheathing d 13/4" galvanized roofing nail; 8d common (2W x 0.131") nail; staple galvanized 16/8" to ! . 15/8" screws T . e W or S 4 8 Wood structural . - nels, combination subfioor unde , ment to framin. % and less 6d deformed (2" x 0.120") nail or 8d common (2Y2" x 0.131") nail 6 12 7/8"-1" 8d common (2W x 0.131") nail or 8d deformed (TA" x 0.120") nail 12 11/8"-11/4" • 10d common (3" x 0.148") nail or 8d deformed TA° x 0.120" nail 6 12 . " • For•SI: . 1 inch =25.4 mm, 1 foot r. 304.8 mm, 1-mile per hour =0.441 m/s; lksi,= 6.895MPa. • • ..a., All nallS are. smooth-Common, box or deformed shanks except where 'otherwise statted..Nalls used for framing and • sheathing txmiiections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0.192 Inc% (20d common nail),90 ksi for: shank diameters larger.than 0.142 inch. but not larger than 0.177.inch, and 100 ksi for shank . ' diameters of 0.142 inch or less. • „ . . . b. Staplei: are 16 gage wire 'and have a minimum 1/16-Inch on diame . ter 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. • Four400t-by-8-foot or 4-foot-141-9-Eiot panels shall be applied vertically. 0. 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. g. For regions having basic wind speed of 100 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center. When basic wind speed is greater than 100 mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum 48-inch distance from ridges, eaves and gable end walls; and 4 inches on center to gable end wall framing. h. Gypsum sheathing shall conform to ASTM C 79 and shall belnstalled 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 rnembets or solid blocidng. 7/16" APA. RATED SHEATHING ( 2416) ( CCX EAVE ) W/ 8d. 0 8" O. C. EDGE AND 12" O. C. 0 FIELD, ATTACHED TO PRE-IVIANIFT. TRUSSES 0 24" 0.0. 3 - ed. (# EA. TRUSS. 8d.47 6" 0. C. its VENTED EILOCKING FASCIA WITH 2 - 8d 0 EA TRUSS H-1 SIMPSON A EA. TRUSS CONNECTION 7/16" APA RATE0 SHEATHING ( 20 - 0) W/ 6d. 0 6" 0.0. 0 EDGES 12" 0.0. FIELD. 3- 16" 0 18" 0.C. SECTION LOCATE SHEATHING MEMBER JOINT AT COMMON MEMBER RIM JOST ATTACHED TO TOP PLATE W/ 8d. 0 8" 0.C. TOE NAIL 3/4" APA RATED SHEATHING ( 48 - 24 ) GLUE AND NAILED W/ 10:10 6" 0.C. EDGES AND 12" O.C. FIELD OVER FLR. 3 - led. 16" 0.C. RIM JOIST ATTACHED TO "MP PLATE W/ ed. ig 6" 0.C. TOE NAIL I REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 0 2013 City Of Tukwila BUILDING DIVISION 7/16" APA RATED SHEATHING ( 20 - 0 ) W/ 4" 0.C. 0 8XES 12" 0,C. FIELD 1/106 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 Ye WASHER 32.3 CITY OF TUKI OCT 0 5 2012 PERMIT CENTER 11 /4 "TMbf/z5ttAhip 404 OR 2X k'IH ZDS. RIM TO l. 0104. @FLAGS Tots *ern. i+Od. SEA. $104. o1F'6I /AR WALL P4A/EL5 @ 6"4 -G _ExrWALL c We P, ra Aim 5P. /0 d /4.4a..0 @ 4 "d. c . put gBhck' . , 1M BR7..1 reap. pi.... 7.1I� o2 2x arr -Gr" I1 Ci ' 24 .c. Icjd.,fox EA..S/L --op. FLAW EP:ft WAL1 (c.s-w5p) SEC Ti 5cootte / ie 11-0" 1liTE-t2 IOR. Wt 1 I-I PARA, _.lal ers ST b WALL P1.4se.Aiellsio Aheizz S ,4.b,. INc l ING. APIN /ONAL '►GCJGG. IF OFF oar maw 'MAN « ". ANIMArt. FLiz. sr zArti 7b sL.JG. wit ;t d. 4."O C. SE crioxi ec:A4.;E i" b 1 =od INTE,Iok BWL . J, TO Jooro Ill. % A (3)144. P/ AY iitelsa 51144140 451,0c.xiN G ). rOSIVAIL 1 ac. *a T . }4E3 57` 10 13tcAte. WA-35 Pare 13LcK. (ved.r.cv NAIL SYI• PLR. ,A5 r. .scAL.E ///2 »1OI.57" , To aVIL elf d M/N. SPLICE. 2x4 C0N7:. €X'k '�'► @ U. WI 1. '�. Top PLATE To LOWER PLATE . 12.- 1401. NAih..S t2 Rot4,e3 DI+ . EXT° WALL. 8wp H PER PLAN LOWER PLATE TV MP or 5r2oo5. 2- Mod. NAILS @ S 0s M /rl. TO NE (T LAP Z(a) CONT BLGtK'Ct @ WALL. afi ',P NA/LI #of P /t?AN . PANEL L. iE % At416/NO 0116g ALL. l2Gp© mils/ 67'"vao. i7ZL ..%E.5 ��L7Ge d a es" o. G . � " y►a ....... ZX 7"R11"l crab ((fee b1.. SW fz'tvJ2 MDR 5 . SPAN G'R'EAT le 7'h'AN 8e (J sE eo6r eIZE PER PLAN WSP iNr Itts/ALL /6(1.g Ilo"t�.c. 1." 6Hl~Arik./. {PLAT 1544tel PLAN H 6Z ff 72 kl4l4vFA07: 1, 0R 1� Ft�e. ,TST Z .47D' BEAN). S7vo5 @ 1!0" 0. C°. sECTroN F SEC rIciM (Da.) ocat.;e NON =1`D" /2 x 1c Sx 0.,/4 �. 4 ,/ �f'7: eigAP Pedq PLAN .w /fit. ; DF nkt /4 Ilu 67 c) .AB 34A1•01 1 Lr W 8gtVli 0fRAP Agovd 7 E' ,4,.t /P' NEE.0 t7, SEC T l OW SCALE /'. p 1 {WOOD epicge 1 0 0 1 . 0 6 " 0 C . 7,---- 3/4 7•416 PLR. SH8AT its Q. a4ck!'a v• �aECTlO '. 5C4 LE l re ti+ •'AM -- PP/z PLAN LocA7`E PLR. olsHeAg WALL . 8d..G (Du oz,. 13Acglislc EXrEND MEAT. L// 41 ADV. TOP PLATE Aar) NAILL, 70 r I Ebac- NAIL.IhJG — C5- 1K/SP. PRemi TJ /•BLc1 .eQB "CaC.�. (4)c3 d. INK) E.4. 13140C4 SIVAP PEX PL4N w /E. # of N it s E7'vt, 48V AND eE AH B L. 'W , END 5rRAP AgCUHL' BEAM IP NaN067.7. SECT! 0 A ccAl.. Ira :, 0 i...oa "l OATH ADvANCc /?ZAM1MMlM loft S i7g12 It<16U 1 (R- vo 711)6.5z-49.) Cot4Pcksincy4 EXratio e ciiLt rez 24 . FLA5h/I1yG 13ELow UNocALAYHENT� 711R0 ALL -I III ie +�►. ?gIN ao.No Ara:nig. To la !cweEt3 END. , 1 1' +1 1 WON i 1iZo (, Ova 8tic1L.IN�, COlgiINv1 .St PANEL CL//l i rRc)1 NM- 45 #P:c1 wo . o PI.ACc 13AU$7t ' Paz owe ? ectili 610E5 , ! P /PLAN ---- w /wer2APPE+D AZcYJNA w/042.1#4oF NAIL IN 1�- erop Attei/sg0H. SN E 1"J 01724E/z 511E /Dd. e !o " ®. G . +-/1ad. Co "4.G . Zr BL.c.CXING wirtt 8d€ 6" o.:. Arrackl . Wiri4 gaor ✓Ha' 1TN o. N8d. PPR&IY NAIL ra 7°ol PLAT att. Tl.�en ()ed.@eA rguss /od. &4 N.G. .' °S h l E A T W /Nc a 047TACtiED ro a4ate 7 l/ lord, 4 "oc. o NAIL. ededrct c. Er4E5 /4"a C. P'It..C) fL4s1-Iltv� QAeLE AND 49,1-Da. WALL 2.gFA6c/t G EAve VI& 050 eAmin. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 10 2013 \loci Tee...NAIL e eta Tg 7© 7e,IP PLArG A54 PROMBGCKG7Z7 \D131,.. TOP PL . ex 4131.Cgt;. fa67. -r0105 BAY CNN1 LY. RAM BD. WD • BACIP'Eg �Jl og 2x*aGGIGeCi• City of Tukwila BUILDING DIVISION aEGrIOAJ J SC4LE / yea =- /you iNrizotz O• 146.4g WALLS W Et/ rtZV5C5AI / /rc /L. CWE Arne .51.4.0wirI6 2 C.v7'toi,lSF) O2"CAx) L acATE E,i.c :'Q a Hlo SPAN WHohl €7t/Z 24 .ALE 1/ SEC T /OJV L,: D Rtutivto CITY OF TUK M. A OCT 0 5 2012 PERMIT CENTER WW1, 134PPL , / .1 HitL. CLI Ail m /A/iQ C/ /CUtAT /(»/ 1✓ A/MD 2 x m. tea. _. w f`�� 2 "46 HOLES .W4x /©uP &44 W/Colier m c... •UrrEz. PAC/A Sly. by D5, Pi CA .....k't. "'Aes ,a Y i Ec. c.. loos/ O ■1/1l Iav /54, P`ELr• ay.R / /Z' PA RA7Eo SHEATilida (Z444)(O "dcx G .eAve) P764.0 W 1 e 6.. Q. c. aaao -5 ANC i'a''"d1C. 764.0 . O � PEE -A-beer. rxeie✓55 "t�.c, litiotAlk/ 1A/s(J ar/ :N kr/ MVO 41A� i A /A18411... HAIN7".4N1Nc /" A/2 oP.4 q / & "c: 8.g;z . emptpciv n!cL/Pr/Rvo5rbropPL. C47 8 d • EA. oiva rgao 7•o PL.. 7. F ,W. 4.55e.M1 Y (EXT. 6/Qtnl+G Peg E.L 'VA77 J ovEg. 1/ "Am RAr Warr -n M: ( +o, Aka.. 'AV/ode a "o c e.ckes 12, GS. a..P /G z.o eD PE.2 sHeN4 . wAt..' 'Zic 4. eruct clizAbE a .!!c" D •G. (rreo, i -. ,› ,c � W = 2x roe . (LAP' , d•GEE 8rr �a/r►1) , t4 I Je", awe), l vcAra 01-1EArk4iN .. Joiwrce ectior4 / ai111Jo /orc9d•@ a" .oz. -roe iJ4IL. - made /040.c . Rr rt.� lNgvL4•r)'e Ex7: NeADEg ) IVM doter 71 rp!/cAL PLOO '•..... ,A.ese76 151.Y f4" ccx, 7'# .. AP4 r Ar a 61-1 7mmntN (48.24) . (oz.u6- NA4.) wl /O. d etp.c.aveda 12"o.G.Ph to Vag 2x MR. Je75. Cog r.J /) peg. pi- �1. :; ri:s J I z,A.r /oNGVE 2 uN- /Arlo S. .:LIVING.. ARE A.S ci6e. qwe, .. 6/4`x 7-Rim3 •@ coat-/Ea -t v/AiocYS/ .. t, tack WWr02#4 e2. CWS • WRAP ib W t iDiAl ...r._.. -�-: -- /4,c 1 /6011o.G. PL.7 l ever PLAs# /1510 2x• lese L:L.YE3AIID. AWAY PP/E3L.1,a ,t. &, / % . -, I ,. ;-�•Di c ab' . ' ' a' Qi o4 Pte. c wNage /73. Aperoveop PRAI• GAIL NAMZiAl 4. ... ,ZP . DE0 Pro . 4/N4Gz . CNDIo,JRre , D OWL, n 12 WO 19.44fre 4 7b a M .- 0°46 x o 13..E d ?xe .x /4 1 .W it % .. teN , 4.c.Cam.,?) w /2.4:P ; . . P /Er 'c PL., Mid.. 4No / �4 . • Wrrtlhs l2" or EA . efict. 440 c. Nr. (so '7 00 orb4 rt►rrem 14.9¢ Woe e ;r Hrl. VA1012 E,.arczamt &'ie Por�ct+` CL.. 12.5/e)' +x-30 az L., GA f.Aaa* AU- B 'r rtleirz EXiztmat3 .euarrAcas9 04 414 c. 4v WAVIER R l l , AND 9'/A G ( q 'G' Tt ., 1 *E 7' 11M witrizzywavopP ozA , Jcossn sr9, a cArze- Al'M » 04/cf�I.O Pac420 j+lRHCx,Ki0 rWW'EN ct.1.0 b MOM. ANID Raor st1AGcd.. 01241;.ED, CAW -KED, GA9Kg0 AZ WEAME12,07V/PPED 72, t mineye 1 r -, Z1�/l c/ fNG 10" 772.640 7 /2-a° •a t sEcrion/ ;4 G064....6 I/4" =11-©" i rizEY 7-0 zEUr aLL c. Net se4 f/4NA 4/L t /?CL.E4€ P /t44LL JPACING 00714/ N /P 6f2;t?ED14' GUARDR.Q1L /"1EM5E125 7'o S,E A rfAx. or4" iCcd.e(or -. 2)(4 ry ub-rour. 8d.7OE N4/L M 7A/GEQ To rPiz r fix' (3) zxrz vivnitocie. bL�r!»23 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. Notches allowed within 1/3 span at each end Notch at end Bored holes allowed within middle third of span but notches not permitted D/4 max. Floor or Ceiling Joist D/3 max. k ,D 16 max. Ceiling rafters, D/3 = 1/3 the depth of the joist D/4 = 1/4 the depth of the joist D/6 = 1/6 the depth of the joist Bored holes allowed within 1/3 span at each end but no closer than 2" to any other notch or hole 2" min. 25% 40% max. 2" min. In exterior walls and bearing walls, any wood stud may be cut or notched to a depth not exceeding 25% of its width. In non - bearing partitions supporting no Toads 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. Holes up to 60% of the width may be bored in non - bearing partitions or in any wall 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 5/8" to the edge of the stud. 5/8" min. . Floor Bored holes may not be located in the same section of stud as a cut or notch. a. 0 Stud wall, r REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 0 2013 City of Tukwila BUILDING DIVISION CITY OF TUK M!.' OCT 052012 PERMIT CENTER not trusses. *' All Slab -on -Grade floors shall have R -10, perimeter insulation. All Slab -on -Grade floors with radiant heat shall have R -10 insulation under entire slab. Stab perimeter Insulation and below grade wall exterior insulation shall be water resistant, manufactured for intended use, and installed per manufacturer's specifications. Slab insulation installed on interior side of foundation shall be installed with a thermal break between the stab and' wail. * Slab-insulation installed on' exterior side of foundation shall extend downward from. top of stab a di:dance of 24 inches or . downward' and horizontally fora- ,miPirnurn:col�nbtned distance' of 24 inures. i.WSE:C TABLE 9�°1: ENERGY CREDIT OPTION DESCRIPTIONS la High Efficiency HVAC Equipment 1: gas, propene, or oil -fired 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 Zook ground source heat pump with minimum COP of 3.3 1 c 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. GENERAL INFORMATION Conditioned sq. ft.= Job type: New Building ' =� Addition ❑ Remodel ° Occupancy: Single Family ® Duplex .❑ Accessory Building Heating fuel: Gas ' Electric ❑ Oil 0 Propane ❑ Heating system: Forced Air ' RI Room Heaters ❑ Radiant 0 Heat Pump ❑ Existing System ❑ Other: Location of Heating Equipment @ GAPZ1Srie • otal number of bedrooms In dwelling: :wiiiiisseism 2431 0 Other: Hydronic EI WHOLE H ► FAN p/k1 R M Ca? � • PGA .Floor Stab on 000 Oct Plywood 1 4: r i1 Poly i* a the type Of "v$Por r etarrter":mert wiij 4ts d 4 mil Poly ❑ Wall : Face. Stapled Backed :Batts 1 Ceiling:. ,,PV!'r,Pai t ,❑ : . size: 4 mil Poly. ❑ '. Face Stapled Backed .Batts ❑ . PEA :Paint . Not App)iaabfe .. Building Component Description including U- Factor or F Factor Residential 2009 WSEC Compliance. Form - Zone 1 Prescriptive Compliance per Table 6-1 Choose Option Glazing area % of floor area Glazing U -Factor ' A Door U Celing Insulation Above Grade Below Grade Wali Floors (over • Ver Ical Overhead Factor attic .. vaulted, Wall R-21 Int. in error i 2'i w/ TB exterior. R -10 unheated arm) R -30 1 ... 13% 0.34 0:50 0:20 R-49 or R -38 Adv R -38 0 2 25% 0.32 0.50 020 R-49 or R -38 Adv' R,; .. 38 R -21 Ind. R -21' w/ TS R-10 R-30 ❑ 3 : Unlmtd 0.30 0.50 0.20. R-49 or R-38 Adv � R 38 R-21 Int. 21, w/ TS R-10 R -30 cei na uTpirtent Sizing .imits 6) - . posed qu pment (ac1 Minimum required size .= DHL z 12 = Btuh or Wafts Manufacturer: : Model #: Me lmum "allowed size DHL x 1 b = Btuh or Watts Heating output :. Hitt) Efficiency; t�,rte ,.. 120 . AFUE 90 105 105 120 120 _: 105 not trusses. *' All Slab -on -Grade floors shall have R -10, perimeter insulation. All Slab -on -Grade floors with radiant heat shall have R -10 insulation under entire slab. Stab perimeter Insulation and below grade wall exterior insulation shall be water resistant, manufactured for intended use, and installed per manufacturer's specifications. Slab insulation installed on interior side of foundation shall be installed with a thermal break between the stab and' wail. * Slab-insulation installed on' exterior side of foundation shall extend downward from. top of stab a di:dance of 24 inches or . downward' and horizontally fora- ,miPirnurn:col�nbtned distance' of 24 inures. i.WSE:C TABLE 9�°1: ENERGY CREDIT OPTION DESCRIPTIONS la High Efficiency HVAC Equipment 1: gas, propene, or oil -fired 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 Zook ground source heat pump with minimum COP of 3.3 1 c 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. GENERAL INFORMATION Conditioned sq. ft.= Job type: New Building ' =� Addition ❑ Remodel ° Occupancy: Single Family ® Duplex .❑ Accessory Building Heating fuel: Gas ' Electric ❑ Oil 0 Propane ❑ Heating system: Forced Air ' RI Room Heaters ❑ Radiant 0 Heat Pump ❑ Existing System ❑ Other: Location of Heating Equipment @ GAPZ1Srie • otal number of bedrooms In dwelling: :wiiiiisseism 2431 0 Other: Hydronic EI WHOLE H ► FAN p/k1 R M Ca? � • PGA .Floor Stab on 000 Oct Plywood 1 4: r i1 Poly i* a the type Of "v$Por r etarrter":mert wiij 4ts d 4 mil Poly ❑ Wall : Face. Stapled Backed :Batts 1 Ceiling:. ,,PV!'r,Pai t ,❑ : . size: 4 mil Poly. ❑ '. Face Stapled Backed .Batts ❑ . PEA :Paint . Not App)iaabfe .. Building Component Description including U- Factor or F Factor Heat Loss Factor (111.F* U x 46 °tot) (1) Component Square Feet(SF) Linear Feet(LF) '. Cubic Feet (CF) (2) Component' Heat Loss (HLF x SF, LE or CF) A. iNindow, Giese Block Sliding & Swinging Glass Door Skylight :. Garden Window w Single, uncertified (U = 120 ) Double, uncertified (U = 0.92 ) NFRC certified (U: 0.32 ) NFRC certified (U,* 0.30 ) Skylight, single, uncertified (U = 1.58 ). Skylight, double, uncmified (U = 1.05 ) Skylight, NFRC certified (U l 0,50 ) Garden window, single, uncertified (U = 260 ) Garden window; double, uncertified (U'= 1.81 ) Other (U = ) 552 ISF x : SF = 423 /SF x SF = 14.7 /SF x SF = 13:8 /SF' x 'SF= 72.7 /SF x .. . SF = 48.3 /SF x SF = 210 /SF x' 'SF = 1.19.6 /SF x -.. SF = :83.3 /SF x . SF = /SF x SF = /SF x f SF = .•" . r. Btuh Btuh Btuh Btuh Btuh • Btuh . `Btuh Btuh • Btuh Btuh Stub Other (U = ) Opaque Door Wood, in Wood' frame, :uncertified (U = 0 :46 ) Foam ins.; in metal frame, uncertified (U = . 0:37 ) Foam ins., in wood frame, uncertified (U= 0.10 ) Opaque door, NFRC certified (t1 * 0.20 ) Other. . . (U= ) 212 ' /SF x SF = 17.0 ISF x SF = rr4rw. 7.4 /SF, . x SF = 9.2 /SF x SF = /SF' x $F= 4,4 .. . -.... Btuh Btuh -•Btuh :: Btuh Btuh . 'Roof/CerOng Insulation (OPAQUE area only, does not include skylight area) None ti= too) R-38 (U = 0.031 ) R49 standard or R.30 full depth (U. a 0.021 ) R 6Btuh 0 (U:= 0.025 ) R . (U = ) 18.4 /SF ' x SF = 1:4 /SF x SF = 12 ISF x SF= 1,2 /SF x SF = :. ISF x SF = r - Stub ' Btuh w. Btuh .,Btuh . . ' all :insulation; above and below grade (OPAQUE area only, does not include window & door area) ', , ne U = . 0250 ) R-13, wood studs (U = 0;082 ). R 49, wood studs . (U = 0,0.62 ) R-21 csvlty +R-10 headers, wood (U at 0.058 ). R49 cavity+ R-6 cont., wood studs (U= . 1046 ) . R -11, metal Studs . (U r . 0 :132 ) R-19, metal studs (U = 0:109 ) R.19 cavity + R•8:5 cont., metal stu(U = 0:057 ) _ R-13 cavity +R -10 cont., metal studs (U = 0.055) R :. (U.! ) •5 `- F x = r., 18 /SF x SF = 22 /SF x . SF = 22 iSF x SF =: 2.1 iSF x SF = ` 6.1 /SF x > SF = 52 ISF x SF 2.- 22 /SF' x • - -- SF = 2.5 /SF x SF.- /SF x SF = 4 .. tuh • Stub a r+Btuh . Btuh Stub Btuh Btuh Btuh �.- Stub . •..Btuh 'E Floor Over Unheated Space None (U = 034 ) R-19 (U = : 0241 )_ R.30 R•30 (U e' 0.029 ). R-38 (U = 0.0255) R. (U = „ ) 6.2 /SF ' x & _ ` ' 1:9 ISF x SF 13 /SF x SF = 1.2 /SF x SF = /SF x SF = 60 .__ ... Btuh Btuh Btuh Btuh Btuh F. Slab On Grade Floor " . Perimeter insulation (use linear ft, NOT sq.ft.) None (F a .'6:730 ) R10 (F m 1540 ) R (F = ) 83.6 IF x LF' 24.8 /LF x LF= 4.F x LF = 105 Btuh Btuh Shah , ;EL Basement Floor (for heated space ONLY) . None (F= 0:460 ) , R y (F'= ' ) i1:2 iLF x LF /LF x r- r- .rr.' -" 1.F = _ Stuh Btuh e.. (use cubic ft, NOT sq.ft.) 1 " : r (.018x 1.: CH) 1980 2010 (218 x 0:6 ACH) Post-2010 (:018 x 0.35 ACH) r x _ 02 iCF x - .. CF = 0.3 /CF x 'CF= .. •. Btuh ' w' Btuh ".Stun (4) DHLf$:F;, DHL divided by( ::.. Heated floor area in SF) (3) Total W Design Healing Load (DHL) in Btuh = Btuh/SF or Witte/SF if electric, divide by 3.413 for DHL in watts = yplcel:values for DH/SF fornew torlsbuctlon are 8 BtuWYSFor2.$ Watis/S �- Btuh Watts cei na uTpirtent Sizing .imits 6) - . posed qu pment (ac1 Minimum required size .= DHL z 12 = Btuh or Wafts Manufacturer: : Model #: Me lmum "allowed size DHL x 1 b = Btuh or Watts Heating output :. Hitt) Efficiency; t�,rte ,.. 120 . AFUE 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%. Up 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 equaiao 1 cf n 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. 3a Efficient Building Envelope 1: Table 6 -1 Prescriptive Option III compliance .with window U = 0.28, floor R-38, stabs R -10 full, or Component Performance compliance with Target UA from Table 5 -1 reduced by 5%. 3b Efficient Building Envelope 2: Table 6 -1 Prescriptive Option Ill compliance with window U = 0.25, wail R -21 plus R-4, floor R -38, all slabs R -10 full with below grade walls R -21 plus R -5, or Component Performance compliance with Target UA from Table 5 -1 reduced by 15%. 3c Efficient Building Envelope 3: Table 6 -1 Prescriptive Option Ill 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 mponent Performance compliance with Target UA' from Table 5 -1 reduced by 30%. 4b Air leakage Control and Efficient Ventilation: Envelope leakage reduced to SLA of 0.00020 building envelope tightness .when tested with blower door at pressure difference of 50 PA after rough in and installation of ail building envelope penetrations; and all whole house ventilation requirements met by heat recovery ventilation system per WSEC section 1508.7. Air leakage Control and Efficient Ventilation: Envelope leakage reduced to SLA of 0.00015 building envelope tightness when tested with blower door at pressure difference of 50 PA after rough in and installation of all building envelope penetrations; and all whole house ventilation requirements met by . heat recovery ventilation �..., r W • C :section 150.8.7. Sb Weloworsehtelf itir system shaa'll include one of the following: gain, "prt�p or oil water heater vt ith minimum EF of 0.62 or electric water heater' with minimum EF of 0.93AND for both cases all showerheads'and tdtchen 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/CSA 8125.1. Efficient Water:'Heating: Water heating system shall include one of the following: gas, propane or oil water heater with minimum EF of 0.82; OR solar water heating supplementing minimum standard water heater. Solar water heating Will. provide rated minimum savings of 85 therms or 2000 kWh bsed on Solar rating. and Certification Corp (SRCC) Annual Performance of OG -300 Sertified Solar Water Heating Systems; OR Electric heat pump water heater with minimum EF of 2.0. Small Dwelling Unit: Dwelling less than 1500 sq.ft. with less than 300 sq.ft. window and door openings. Additions to existing building that are less than 750 sq.ft. of heated floor area. La Ilin Unit: Dweilin exceedin 5000 s .ft. floor area shall be assessed a deduction. Renewable Electric Energy: for each 1200 kWh of eiectricia 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: a Solar electric systems: design shall be demonstrated to meet requirement using the National Renewable Energy laboratory calculator PVWATTs. Solar access documentation to be included. Wind generation projects: 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 the wind speed at the site and the height of the tower. Nev. •and Replacement Heating Equipment: Single- Family Residential Requirements in the 2009 Energy Code (January 2011) :Minimum Heating Equivalent' Ef iciencv fnew dwelling units, additions > 750 fist New dwelling; units, and additions 750 t and greater, must achieve one credit (two credits' if over 5,000 f) 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 lc: 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 Ea te t liana (new • e l�ita � � e and replacement egurpmept), 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 ;. Intp://www.seattle.gov/DPD/CodesiEnergy Code /Overview /fonns 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 11401.3 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 Btufh 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. 31, Duct Testing for Air J. eakage (new and reolacemep hea . ins ea'uinment) Whenever new (Section 503.10.2) or replacement (Section 101.3.2.6) heating equipment is installed, :air leakage testing of the ductwork is required REGARDLESS of whether the dtwork.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 shall be provided to the DPD inspector by final inspection. 4., Permanent Certificate (new. and replacement heatingeuriiDment) 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 105.4). 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. Other The work shall comply with other applicable requirements �. P Y Pp such as: controls (Section 503.8), dtiol insulation (Section 503 .9 & Table 5 -11), pipe insulation (Section 503.11 & Table 5 -12), etc. REVIEWED FOR E CODE COMPLIANCE JAN 10 2013 City of Tukwila BUILDING DIVISION h a Yenta #ale using sci E Check the box to .describe which one of the four prescriptive Whole House Ventilation Systems you will be using. ❑ 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 & accessible. ' • Whole house .tans 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 Now by installation of distribution ducts, undercutting doors, grilles, transoms, or similar means. Doors shall be undercut a minimum of W' above the floor covering. Option 2 - Intermittent Whole House Ventilation Integrated with a Forced Air Heating System • Integrated whole house ventilation systems shall provide, outdoor air at the rate calculated using Section M1508.3. The delivered ventilation rate for intermittency operating ventilation systems shall be the combination of wits,delivered capacity from Table and its ventilation effectiveness and daily fractional operation time ftnmi; . • 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 air handier, • The systerl shall be equipped with a motorized damper connected to the automatic ventilation control clock timer: The system shall be controlled by a 24 -hour clock timer and shall Control the system blower and automatic damper. The timer • shall be capable of operating without energizing other energyrconsuming appliances. • At the time of final inspection, the automatic cos„* -Ci timer . _ ttlo whole house ventilation system for at Wait ,a,;d Option 3 -- lntennnittentnt Whole House Ventilation Using' s: Supply1 Outdoor air shall be distributed through the forced -air system ducts or through dedicated ducts to habitable rooms. Supply • fans -shall have the capacity to 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 stream or return, sized per Table • .Fresh Air inlet duet Back -draft Damper Selection: (Choose one). (� Calibrated manual volume damper Installed and set to meet the ow m. a measured rates to TabIj by field testing with a pressure gauge and/or following manufacturer's installation. instructions. 13 A manual volume damper installed and set to meet the measured flow rates specified in Table M1808.2 by field testing with a flow hood or flow measuring station. C3 An automatic flow - regulating device sized to the specified flow rate in Table M 1008.2 which provides constant flow over a pressure range of 0.20 to 0.60 inches water gauge. At the there 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 • All duct work in heat recovery system shalt be sized and Installed. per the manufacturer's Instructions. • System minimum flow rating shalt not be less than specified in Table _..... _...v..., Heat recovery. ventilation 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 value of'(MERV) of 6. • Outdoor air inlets shall be screened or otherwise ..: protected from entry by leaves or other malarial • " " .Ventilation. supply ducts, In the conditioned space upstream of the heat exchanger shall. be insulated to a min. of R. 4. Whole House Ventilation fan(s) shall be sized according to International Mechanical Code section 403.8. * Continuously operating exhuast ventilation systems shall provide minimum flows per IMC Table 4.03.8.1. * intermittently operating ventilation systems shall have the minimum flows from Table 403.81 adjusted by the ventilation effectiveness value in IMC Table 403.8.2 according to the formula Qf = Qr / Ef . 2009 international Mechanical Code Table 403' •.,• • 'wYuN•1MVMV• .. lain..: 0 Derma; MINIMUM VENTILATION RATES FOR DWELLINGS FOUR STORIES OR LESS, Qr Num • er . � rooms Floor Area (sq ft.) 0 2 3 4 5 7, 0 1500 1501 to 3000 3001 to 4500. 4501 to 6000 6001 to 7500 _ �.. 750 . 30 30 45 45 60 80 75 75 90 �. 45 45 60 60 .__ ... ' 75 75 . 90 90 105 60 90 60 •76 75 75 90 90 106 105 120 90 . • 90 • 105 105 •. • 120 �� 120 EMI 150 90 105 105 120 120 _: 105 '` :10t , .....120 120 _.. _ .._ .... 935. . ..... _ .... .. : '150 _..... ., 1 50 1d�e Pre; Crl ti.VB Stipp)/ Fan Du 'i_: Song:. Vow flrr*n, ,Ti 3-2 S0 '0':F 90: -1 0. l Maim Duct Diameter 4 :.sett 1 Minim= Flexible Duct Diameter.. Sinch 6 inch 150 - 250 C''. a inch 7 2009 "International Mechanical Code Table 403.8.5.1 mesz mVE 7NaTIw#..Aai T L.. l �- 'tieEirllr�ly��tll i meN EFFECTIVENESS FOR !I1NTE 1 M1 , ITTENT FA_ NS` Ncr4: ILL�t / Fitt �:_�a..ivt.;s eN Cs 4IK LE' ►h ' rE ING oa 14I P tCic1K?' "t /► gam. POICk 1 ? rtn�l cri b 5 2012 ERMIT CENTER p 401-011 \l CRAWL .'3 PAC • co /'ci erE' 11,6 f f/ ICc -0 0 ' ..? ' I,- N 161on l' b7; AY Ur roR L.oT" 5 6D -pp , <i :6 arm WALL A,5y. DE a 7140 st 4 earth • -- E, Or L ...? CV -67 " 3' ! A 25 c/A1:2 A fr r O" ea K /TGHEW LI V7t4 11 C 'ND P7-12. L AYoUT Flog L..074 " ,l REVERSE PLAN FROM LOT '2 To LOT*13' c'aLE: 3p� /!0" 4o Lo a r6= 61-.4" /0 450 111 . ,PEDrQNl. rrn. aArH. ,7's/L15 12 . E5EDIZr4 // BAT/4 UPF a e PLR. LAYOUT Pog 44r ,5 3.z.3 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 102013 City of Tukwila BUILDING DIVISION rn-1 fSeDP2 t4 0 .f RECEIVED CITY OF TUKWILA OCT 0 5 2012 PERMIT CENTER 4k)" NI N. Typical Prescriptive Braced Wait Panel (Per IRC Section R602:1o.2, Method(WS P ) 2 - 2x Top plate Nan It title o.c. rain. I Naq- 6d title" o.e. • • e • 41 a ‘t 4 • , •• :.4 " I • •• • t' tft:::tak • em••••1 •, t' ., • . •• '• Preacti l Braced Wan Pan Ow took* nottom 2x studs spaced f4,. :.o.c,..mex.,Bnd':N lit s to top plate with 21 6d' nails. 'Nail stud to • plate•wlth 4 -8d toenails. Or' 2- 1adend:nail: -- Wood structural panlel sheathing minimum 6/16" thick for studs 16" o,t. and minimum 3/8" thick for studs 24" o.o. 2x Blocking Installed against. sheathing an • nalled to s ds with 18d nail. °Naji she athil at 6" on center at panel edges and 12 on center In the panel :field. •2x sill plate nailed to Joist or blocking with 3.16d nails per 1r" 1/2" diameter anchor bolts: with min. embedment :spaced :4' -O" on ceriterfa a two-stO buildingg;. e'-0" on Ott* foci a sing4e4 orybuilding.One bolt withlitt. 1 t Of each 844 of .0011'01800.0f Mite material: 3 x3:x1 /4 galVanitted plate washers .are required. Approved Emir system (PiliWP) - _2 --2x Top plates Stagger joints 4'-0° min. Nal led at 16" o.c. 2' • 2x Pressure- treated mud sill Approved foundation system 20(1. at.. er Pis . s7.tJC aNpag 2x•stU.ds spaced, " a.c,, max. End nail stud to top plate with 2,16d hails. Nall studto sill plate. with 4-8d toenails or 2N1 6d end. nails. • Wood structural anel sheathin minimum 6/1 B thick ,for studs .1 "'o.c, and Minimum . 3/8" :thick for studs :24" e Sheath one side for sIngIe story , or both. sides If on the first Of two•stories.. l0..o 2x Blocking installed egainstsheathing and nailed to studs with ;1ed nails Nall sheathing . to blocking and all panel edges at 6° on center for slngle story, or 4" 0.o. If on the first of two stories.. -Approved steel hold .. down, device. Install and :fasten' per, manufac tUrers Instruptions.1000#, c apaclty .required;for one story and the. second of two stories, 3000# capacity required fcrr first of two stories. x siltpiate.: naU,ed ter. joist.or blocking With 3 -16d.: naps In•every 16.1000 of'piatee, ..1J2 "diameter anchor bolts.Wlth :•min. 7°' embedment and: 3 "x.3 "x 1/4" galvanlzed square. plate Washers required.:Two.bolts requlred' at quarter ... rots :for single• story, three:bolts required: t.ffh.points for two story. construction. 4 I •r • • Approved•fl!crpreYatem„ Approved foundation system NOT TO SCALE . . • 'Nall sheathing with 8d defamed .131) oraatvsnIzad box vans spaced 6" on .amts at sheathing pallet edges and 1 z o.c. in 1e field. t OIWIM,. WALL AMOLI 3...' . WALL . *AIl. 10' r o,�..rwa;,r.. •r' RI HEADER Willi TWO $a :1btl` RNAILS 'A`fro.c.TYF: 1000 Ls STRAP S8 env* O/tO$itt idisuniaNG1. . N : 01*TNING'IO Ne E• R WiT ..8D COMMO$ OR : • • fir ?.GRID PATTeattAatIHOW , . 3'0.0 :44 4 : UNG (STUDS; Bi:OCIoNe1t AND SILLB)TYP, MtN.WIDTii* 16 r Or* treat tiittuRe'... MN. WIIR.*.BL'f Ot UUE� 4 TWE ri ti4`r'CF'"VV1i4 • ST�ORf IrTItudniREt • .CHIN. 2x4'F$AMII40 ti MIN. 11.40 • WCTU11*PJ1t�IE.LL ilik1HING MiNN TI DOWN bEViOe (fEM�eenneb INTO e LINO NAILiED IN`r'p FRAMING 97 /j M N. 2*4 POST SEE SECTION 8002.10.3.3 ° • : • MINIMUM 241N. WOOD STRUCTURAL. PANEL OR 32 IN. STRUCTURAL FIBERBOARD SHEATHING CORNER RETURN 180:NAIL;(Mix 0.131" AT 12 IN. O:C. OPTIONAL NONSTRUCTURAL. FILLER PANEL SEE TABLE 'R6Q2:3 •ij 1 FAST NING ORIENTATION OF %TODMAY VARY SEE FIGURE R602.3(2) GYPSUM WALLBOARD AS REQUIRED AND iNSTALLEItN ACCORDANCE. WITR.CHAPTER7 . SEE TABLE R602.3(1) FOR FASTENING 'N• CONTINUOUS WOOD SEE TABLE R602.3(1) STRUCTURAL BRACED PLINEL FOR FASTENING (a) OUTSIDE CORNER DETAIL ORIENTATION OF STUDS MAY VARY, SEE FIGURE 8602 :3(2) 160 NAIL (3% "x 0,131' AT 12 IN O.C. GYPSUM WALLBOARD AS -\ REQUIRED AND INSTALLED `14• IN ACCORDANCE WITH CHAPTER 7 MUM 24 IN. WOOD STRUCTURAL PANELSHEATHiNG OR 32 iN.; STRUCTURAL FIBERBOARD CORNER RETURN CONTINUOUS WOOD STRUCTURAL PANEL OR STRUCTURAL FIBERBOARD BRACED WALL LINE SEE TABLE R602.3(1) FOR FASTENING SEE TABLE If 92.3(1) FOR FASTENING 4b)'INSIDE •R1IiER DETAIL GYPSUM WALLBOARD AS REQUIRED AND INSTALLED *ACCORDANCE WITH . OPTIONAL CHAPTER 7 1138 NAIL'(3h "x, 0:1.3'1") WALLBOARD @g1111111111161-':447,011 2 ROWSATIN :O:C, BLOCKING FOR. GYPSUM . (c) GARAGE DOOR CORNER SEE TABLE 8602.3(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 OPTIONAL NONSTRUCTURAL FILLER PANEL FASTENERS ON BOTH STUDS AT EACH PANEL EDGE- - FIG( 1B R602.10.4.4(1) TABLE R602.10.4.1 CONTINUOUS SHEATHING METHODS MINIMUM THICKNESS FIGURE CS -WSP Wood structural panel CONNECTION CRITERIA 6d common (2" x 0.113") naicls 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" spacing ( intennediate supports) ra. See Method CS WSP Continuous portal name See Section • R602 :10,4.1 :1 See Section 8602.10.4.1.1. WSP ...,_...... Wood structural ral panel. (see Section R604) 3/ " $ Story Location Brewed W&N . Une Length -' Method US NP •METHOD$ ma, SFB, Ge, PIS, PCP, HPS 4.0 Method WSP 2:5 Continuous Sheeting SIX D2 For exterior sheathing see Table R602.3(3) For interior sheathing see Table R602.3(1) ' .. R GB .. Gypsum board _" : 1 /�" . 8:0 5.0 , 4.3 30 Nails or screws at 7" spacing at panel edges including top and bottom plates, for all braced wall panel locations far exterior sheathing tinat d� nail or screw size, see Table R602.3(1); for interior gypsum board nail or screw size, see Table 8702.3,5 12:0• 7.5 6.4 40 NP ABW Alternate braced wall See Section 8.602.10.3.2 50 See Section 8602.10,3,2 20.0 • 123 10:6 , 14.0. _. s.o 10 NP 73 .. rI i; PFEI � ' See Section R602.103.3 10111 ' 111 , See Section R602.16.3.3 30 NP DESIGN PARAMETERS GRAVITY LOADS ROOF : TRUSSES AND COMP. = 15 psf. Dead Load 25 psf. Snow 40 psf. Total materiamsessaweirescapasusaessaass ' • • . • • rilr Pt.assceeluabrirls ' ork IfF:ADjJt`ONIE alt oND WALLISiNi6NT1 -- ---. rroitostssedwpoS . EAST�ry sw PERNAWa rlin+socoMl l,• NAIL$(N9" MTf@NNaf►&3HQWNANDYO•C.IN MAMMAS SHOWN (aTUDSAND SILLS)1Y4? HEAOsR saAU. se F=ASTENED :To La W KING STUD WIT14 6.16D`SINKER NAILS FORA PANL4. VW* (IFNEEOE• PANEL some SHALL. • ' 6L.00MIDAND OCCUR WfFNtharOFwD Heath ONE ROW OF TYP. SHEATRING40•Pi AMING IS RED IN Fa .FARM., • - ANCtIORIOLTIEitR .143* • AtIN:2 eit/ePIATSWABlGR REVIEWED FOR CODE COMPLIANCE APPROVED JAN 10 2013 LATERAL LOADS WIND: 3 sec. wind gust speed Exposure category " 8 " B5 mph. FLOOR : OR BAND 'JOi8T KILL 'HEIGHT # 1.O tNt ' CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL PERPENDICULAR FRAMING 8d . 6" 0.C. ALONG BRACED WALL PANEL -- Y•BRACED 'WALL PANEL 3-16d (i0 16" O.C. ALONG: BRACED WALL PANEL 8d @ 6" O.C. ALONG - BRACED WALL PANEL BRACED VIIALL'PANEL 3 -1$d 16".0.C. ALONG BRACED WALL PANEL PERPENDICULAR FRAMING CONTINUOUS RIM 4R,BAND jOIST FULL HEIGHT BLOCKING`"' CONTINUOUS ALONG LENGTH OF BRACED WALL i it 1 ABOVE BRACED WALL PANEL 8c1:0 6 t•' A ALONG BRACED•WALLPANEL Ed 13" 0.C: ALONG BRACED WALL PANEL BRACED WALL PANEL 3d18d @ 1$" O.C. ALON±iG. BRACED WALL PANEL BRACED WAt.L PANEL 3-164. W O.C. ALONG, BRACED WALL PANEL CONTINUOUS :01M OR BAND JOIST ADDITIONAL FRAMING. MMEMB R DIRECTLY BELOW $ ,WALL ILL 16"O,C ACLNG BRAO'DWALL Q PANEL TOE NAIL NAILS AT EACH BLOCKING MEMBER BRACED WALL PANEL Bled AT EACH , BLOCKING MEMBER -2.16d NAILS EACH SIDE PULL HEI3HT • BLOCKING A 16 "0.Co ALONG'BRAOED WALL DECK: SITE SOILS DATA : 12 psf. Dead Load 40 psf. Live 52 psf. Total 10 psf. Deed Load 60 psf. Live 1500 psf. Assumed SEISMIC: Design Category TABLE R002.10.4 12(2y BRACING REQUIREMENTS. BASSOON SEISMIC DESIGN CATEGORY AS A FUNCTION OF..BRACED WALL LINE LENGTH). D SON. CLASS D" . WALL HEIGHT re 10 FT 10 PSF.FLOOR DEAD LOAD 15 PS+F HOOF/CEILING :DEAD `LOAD BRACED WALL UNE SPACING 525'131" MINIMUM TOTAL LENGTH (feet) OF BRACED WALL PANELS' REQUIRED . . ALONG EACH BRACED WALL LINE Seismic Design Category (SOD) Story Location Brewed W&N . Une Length -' Method US NP •METHOD$ ma, SFB, Ge, PIS, PCP, HPS 4.0 Method WSP 2:5 Continuous Sheeting SIX D2 1 . 10 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 • 123 10:6 , 14.0. _. s.o 10 NP 73 .. 5.5 4.7 20 NP.. 15 :0. 11.0 9:4.. 30 NP 22.5. 16.5 14.0 11.5. 40 NP 30.0 22.0 18.7 50 NP' 373 . 27.5 23.4. /� 10.5 10 NP 1VP NP NP 20 NP NP 31.5 18.0. 30 NP. . NP NP NP_ fL�J� 40 NP NP NP NP 50 NP NP NP NP TABLE 8602.10.1.2(1) BRACING REQUIREMENTS SEOON WIND SPERO (ee a Timed an of a line spacing)" EXPOSURE CATEGORY a, 30 FT MEAN ROOF HEIGHT, 10 FT SAVE TO RIDGE HEIGHT; 10 FT WALL HEIGHT, 2 BRACED WALL UNES MINIMUM TOTAL LENGTH (fern) OF BRACED WALL PANELS REQUIRED ALONG EACH BRACED WALL UNE Basic Wind Speed mph) . Story LOCatlon Braced Well Line $OacI • (teat) Method LISP ^ Method GB • (double *IWO Methane "DWB, WSP, SRO; PCP, HPSt Continuous ` Sheathing. _ ' 585 ow # I*.' 10 '• 33 3.5 2.0 1.5 . 20 6.0 6.0 , 33 3.0_: 30 8.5 8.5 5.0 4.5 , •--- 40 11.5 115 6.5 53 50 • 14.0 14.0. _. s.o 7.0 "" . . 60 163 • 16.5 93 ,.. 8.0 1:: ,i;, 10 64. 6.3 . : 33 .. 3:0 20 1115 11.5. 6.5 5.5... 30, • ' 16.5 16.3. 9.5 8.0. 40. 21.5 214 ' 123 10.5 50 263 26.5. 15.0 13.0 60. • . 31.5 31.5 18.0. 153 . 6 10 NP 9.0 5.5 4.5 20 ,NP 17.0 10.0 8.5 30 NP 24.5. . 14.0 12.0 ' 40. NP 3x.o 18.0 153 50 NP 39.0 22.5 19.0 60 NP 46.5 26.5 22.5 • METHOD WV. MIN :4 FT. PANEL:WIDTH:' . MAX 8 Ft PANEL HEIGHT pa TABLE' $18ot .10:8 FORADI II'i'idNALALLOWANCES) 1/2" APA-RATED SHEATHING (PLYWOOD OR OSB) OVER 2 X STUD GRAi 1 6" C.C. swum tivrTH 8 �' :C 0MM+� NAILS a 6''+�0 C: EDGE 12" O.' FIELD,' ANb 8'� 0.C►'. CABLE END WALLS: ALIGN' VERTICAL JOINTS 0/STUD 1 1 " BLCK S WORM JOINTS EXTEND SHF.ATING'TO FOTN. SILL PL { BF)ACE. WALLt NES. L BWL r . EVERY (BWL) SHAD: HAVE A SWP'Na'EA: END;. ANO'AT LEAST EB PT. O.C. REVISIONS , w w uJi 0 Ci- PROJECT • z 5 a. BWLSHAL , 0 38 FT. ILL ORM TO ACCONIMODATE CNE 8114EILE ROOM 'NOT ' R9O0` i. . BWP..SHALL BE. PERMITTED TO BEGIN 8 FT. i= FtE,11 /I EA. END OF F 8WL PROVIDED THE END OF EA /MP. CLOSEST TO TH NER `BHAU, HAVE A TIE t N. WITH 1800# CAPACITY CLOSEST TO THE CORNER AND TO THE FDT. OR FRAMING BELOW. . WHEN (:BWP ),IS NOT LOCATED AT EACH ENO OF (8WL) A iCOLLECTOR SHALL BE PROVIDED. 1/2" 0 'A.8.. " EMBEDMENT as 6O" 0.C. FOR ONE STORY., 5/8" o &B: W/ W /3" X 8" X 1/4" WASHERS/ 7 EMEEDOMENT it 48" oz. XII TWO STORIES. . CONTINUOUS •FOUNDATION IS REGUIFeD. METHOD MIN. .4 F'I'. PANEL WIDTH WHEN GYPSUM BOARD ON TWO Bees OE BWP :. MIN.:81*T, PANEL WiDtW.WHEN`1 /2a Gi..PSUIVI BD. I5 PL CEODN ONE FACE ONLY. SECURE GVVB WITH SD. DRYWALL NAILS t0.7" 0.C. AUGN Vl RT.. JOINTS 0 / STUDS . . 1.1V ECM. to NORM JOINTS 3.7:3 \ +f OCT 052012 R, iI'll° I Y" BWP. SMALL BE SUPPORTED ON CONTINUOUS FOTN. At:INTERVALS:NOT:EXCEEDING SO Pr. . IN TWO STORIES SLOG: BWP::$HALL eE SUPPORTED ON CONTINUOUS Mt TN., EXCEPT WHEN THE HT OF THE CRIPPLE WALL NOT EXCEED 4 FT, OR FIRST FLDOR:. BWP. iB SUPPORTED E3Y DBL. FLFI: JOIST; OR FL IOR`BEAM, AND THE DISTANCE BEiWEEN BWL. DOES NOT EXCEED TWICE .`t`HE BLDG. WIDTH MEASURED PARALLEL TO BWP. . E XISTING FIRE HYDRANT EARTHWORK QUANITIES CUTS: 30 CU. YDS. FILLS: 30 CU. YDS. IE: 110.16 (NEW 18"CPEP) 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 A\ THE HEREIN SHORT PLAT. 2. LOTS 1, 2, 3 AND 4 SHALL EACH OWN AN UNDIVIDED INTEREST IN TRACT A. 3, LOTS 1, 2, 3 AND 4 SHALL BE EQUALLY RESPONSIBLE FOR MAINTENANCE OF THE PRIVATE ACCESS ROAD, HAMMERHEAD TURN-AROUND AND ASSOCIATED DRAINAGE FACILITIES, 4. NO DIRECT ACCESS IS ALLOWED TO 44TH AVE, S. SCALE: 1 inch = 10 ft. 10 15 20 25 N 127' EXISTING 15'-18" CONC. PIPE TO BE REMOVED IE(N): 109.74 IE(S): 109.54 S=1.33% EXISTING STRUCTURES TO BE REMOVED EXISTING DRIVEWAY SSMH T-6 RIM: 112.56 IE: 105,72 (8"NORTH) EXISTING IE: 105.82 (8"SOUTH) PROPOSED IE: 107.22 (6"WEST) 'EXISTING IE: 105.82 (6"EAST) PROPOSED BASIS OF BEARINGS: HELD CENTERLINE OF 44TH AVE. S. PER PLAT OF HILLMAN'S MEADOW GARDENS ADDITION TO THE CITY OF SEATTLE, DIVISION 1, VOL 12 OF PLATS, PAGE 64. DATU.tyt: NAVD 1988 S 90°00'00" E 250.00' • 132.00' EMERGENCY VEHICLE TURN-AROUND ACCESS EASEMENT 118.00' FUTURE RESIDENCE ETING 48'-24" ONC.IPIPE (r): 96.83.,_ I (S): PROPOSED SSMH#1 RIM: 112.68 IE: 105.99 (8' NORTH) IE: 106.09 ("EAST) PROPOSED FIRE HYDRANT ---- , 0 6 (NI PROPOSED 6" PVC ROOF & FOOTING DRAIN S=0.0200 FT/FT r/1\ FUTURE DRIVEWAY 1 1 5 00 PROPOSED SSMH#2 RIM: 113.98 1E: 106.90 (8"WEST) ) 1E: 107.00 ("NE) 1E: 107.00 (6"SE) PROPOSED 083 (TYPE 1) GRATE: 113,75 1E: 111.54 (8"WEST) )1E: 112.04 (6"SE&NE) FUTURE RESIDENCE N90`00'W 0.00' 1_ I , 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% FUTURE DRIVEWAY S 9000'00" E 100.00' PROPOSED 6" PVC ROOF & FOOTING DRAIN S=0.0200 FT/FT S9 00 0' 00"E EXISTING DRIVEWAY PROPOSED 0E32 (TYPE 2-48") GRATE: 112,53 1E: 110.00 (18"CPEP SOUTH) NEW 1E: 110.00 (18"CPEP NORTH) NEW 1E: 110.84 (8"CPEP EAST) NEW IE: 111.00 (6"PVC NE) NEW NOO°00'W, N90.00'W 20.00' L.1 0 0 0 0 FUTURE •DRIVEWAY FUTURE RESIDENCE SSMH T-6 RIM: 113.04 1E: 106,53 (8*SOUTH) IE: 106.70 (6"EAST) IE: 108.03 (6"WEST) 18.00' (D. 0 CO FUTURE RESIDENCE PROPOSED 6" PVC SSS 5=0.0200 FT/FT 4-4 VEHICLE TURN-AROUND ACCESS FASEME\iT 20.00' P OPOSED 6" PVC SANITARY SIDE SEWER S=0.0200 FT/FT 132.00' 44, EXISTING DRIVEWAY 25.00' EXISTING 8"PVC STORM PROPOSED 6" PVC ROOF & FOOTING DRAIN S=0.0200 FT/FT S90"00'00"E DRIVEWAY CROSS-SECTION NOT TO SCALE A-A 250.00' UTILITY LEGEND 071:7.' t jA ezu ° A.) 0 (4),4 ow c2PT,c -10 t sev ON .7 1,-) 1 " , SP"' 20' WIDTH ASPHALT 25.00' EXISTING DRIVEWAY PROPOSED CB1 (TYPE 2-48") GRATE: 112.85 1E: 109.88 (18"CP SOUTH) EXISTING IE: 110.32 (12"CP WEST) EXISTING 1E: 109.88 (18"CP NORTH) NEW 1E: 110.71 (8"PVC EAST) NEW C/L 2% z EXISTING 18" CONC. PIPE S=0.03% 2" CLASS B 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. - ri " EXIST1\G OVER - EAD PO XISTING WATER IV Ai \ (8"D.i.) EXIST! \ G NAIL RAIL GAS • s- -s s- -SS- EXISTING SA\ITARY„ SEWER MAIN (8"PVC) PROPOSED NATURAL GAS PROPOSED J\DERGROUND DOWER & COIVIML, PROPOSED 1" 200 PSI POLY WATER SLRVIC ALLIANT ENGINEERING Sic LAND SURVEYING, INC. 4/2/06 ADDED 15 ESMT TO HAMMERHEAD, RELOCATED DRIVEWAY 1 & 4 NO. DATE REVISION P.O. BOX 2596 WOODINVIT.LR, WA 98072 (425) 485-1083 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 CITY OF TUKWILA fiq 0 5 2012 DERMIT CENTER NICATIONNS DATE 1/17/2006 AELS PROJECT NO. 05010 SHEET 1 OF 1