Loading...
HomeMy WebLinkAboutPermit D12-277 - TL INVESTMENTS - LOT 4 - NEW SINGLE FAMILY RESIDENCETL INVESTMENTS LOT 4 4050 S 146 ST D12 -277 City oikukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.TukwilaWA.gov COMBINATION PERMIT - NEW SINGLE FAMILY Parcel No.: 0040000238 Address: 4050 S 146 ST TURIN Project Name: TL INVESTMENTS - LOT 4 Permit Number: D12 -277 Issue Date: 10/23/2012 Permit Expires On: 04/21/2013 Owner: Name: Address: TL INVESTMENT GROUP LLC 4055 S 148TH , TUKWILA WA 98168 Contact Person: Name: BEN TRAM 35109 PACIFIC HY S , FEDERAL WAY WA 98003 BTRAN @RESIDENTIALG RO. C OM Address: Email: Contractor: Name: GREENBUILD CORPORATION Address: 5041 RENTON AVE S , SEATTLE WA 98118 Contractor License No: GREENC *90900 Expiration Date: 11/18/2012 Phone: 253 - 835 -1516 Phone: (206- 695 -2347 Lender: Name: SELF FUNDED - TL INVESTMENTS Address: DESCRIPTION OF WORK: CONSTRUCT NEW 2203 SQ FT 2 STORY RESIDENCE WITH 468 SQ FT ATTACHED GARAGE. PROJECT ON VALLEY VIEW SEWER AND WATER DISTRICT #125 WATER. Public Works activities include: EROSION CONTROL, ACCESS DRIVEWAY, WATER SERVICE /FIRE LOOP WITH DCVA FOR BACKFLOW, STORM DRAINAGE . Value of Construction: $272,126.77 Type of Fire Protection: Type of Construction: Electrical Service Provided by: SEATTLE CITY LIGHT Fees Collected: $6,636.98 International Residential Code Edition: 2009 Occupancy per IBC: 22 ** *continued on next page * ** dor.• IR(:- SF7 /1(1 1117 -777 Printari. 1(1-73 -71117 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Y Number: 0 Size (Inches): 0 N Start Time: Volumes: Cut 0 c.y. Y Water Main Extension: Water Meter: N End Time: Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: Permit Center Authorized Signature: L// Date: l 14 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. r 2 / Signature: J `\ Date: I ° Print Name: u 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: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. don. IRr- SF7 /10 1117 -777 Printari• 1n-73 -7(117 8: Notify the City of Tukwila Building Divisi•or to placing any concrete. This procedure. addition to any requirements for special inspection. 9: All wood to remain in placed concrete shall be treated wood. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: 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. 13: 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. 14: 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. 15: 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. 16: 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. 17: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 18: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 19: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 20: ** *PLUMBING AND GAS PIPING * ** 21: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 22: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 23: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 24: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 25: 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. 26: 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. 27: 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. 28: 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. 29: 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. 30: 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. rdor.• IRR- SF7 /1n 1117 -777 printp(b 1n- 71-7n17 31: The issuance of a permit or approval of and specifications shall not be construed a permit for, or an approval of, any violation of any of the provis ns of the Plumbing Code or Fuel Gas Code o y other ordinance of the jurisdiction. 32: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 33: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures and fittings in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency and Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments. 34: ** *FIRE DEPARTMENT CONDITIONS * ** 35: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 36: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2327) 37: 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). 38: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 39: Maximum grade for all projects is 15 %. 40: 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) 41: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 42: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 43: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 44: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 45: Minimum 48 hours in advance applicant or contractor shall contact Tukwila Public Works at (206)433 -0179 to schedule a mandatory pre - construction meeting with Public Works Project Inspector. The applicant must notify the City Project Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 46: Contractor shall notify Public Works Project Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 47: Work affecting traffic flows shall be closely coordinated with the City Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 48: 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. 49: Any material spilled onto any street shall be cleaned up immediately. 50: Clean and remove debris from City catch basin in and around hauling routes. Provide adequate temporary access as not to interfere with other vehicle movement or cause trucks to travel over curbs. All vehicles must make a complete stop prior to entering public right -of -way. 51: Contractor working inside the City Right of Way shall have a valid Business License with the City of Tukwila. 52: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 53: 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 1nrt. IRC -SF7 /1 f1 t719 -777 PrintArl• In-23-9n1 7 areas, if they will be unworked more than 2 Covered material must be stockpiled on s. t the beginning of this period. Inspect and maintain this stabilizatio ekly and immediately before, during and f g storms. 54: 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. 55: 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. 56: Driveway modifications shall be constructed in accordance with City standards. 57: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 58: It shall be verified in writing to the City Utilities Inspector that the fire loop system for the building contains a State Department of Health approved Double Check Valve Assembly (DCVA). This shall be done prior to the Final Inspection. 59: All double check valve assemblies shall be approved by the State Department of Health. 60: Applicant shall obtain water meter /water service permit from Water District #125 at (206)242 -9547. 61: Applicant shall obtain a sanitary side sewer permit from Valley View Sewer District @ 206.242 -3236. 62: ** *PLANNING * ** 63: NO INTRUSIONS, EXCEPT FRO 24 INCHES OF ROOF OVERHANG, ARE PERM1'1 i D WITHIN ANY SETBACK. IF AN INTRUSION IS INSTALLED, IT WILL BE ORDERED TO BE REMOVED. /Inn. IRr -SF7/1 () n17 -777 Print 1n- 73 -7n17 CITY OF TUKWA Community Develops.` 1 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 ** _ King Co Assessor's Tax No.: 0040006 2. Z Site Address: I-61- I 4.. 4 O O S !41 • q- Company Name: T1+G I 1 41.... G) Name: ...4\.. -Ty-2_ 1 n Architect Name: Name: TL- - l N Uvl N`El\ i tare: !' Zip: I ^ City: erL Address: t , 130)i, k 62 Email: 19-i rQ,n fes-A A l dd et f City :M 1e- LS State: ID Zip: 9g0¢C q- Company Name: T1+G I 1 41.... G) Name: ...4\.. -Ty-2_ 1 n Architect Name: Address: si pq f2prcl, PLC I+W C City: ``✓ 1,_ w State: p_ g- D tare: !' Zip: I ^ City: erL Zip: Phone: ,-2.3 3 X35 - I : (2x.).3) 44 ( L q',2 P . C Email: 19-i rQ,n fes-A A l dd et f q- Company Name: T1+G I 1 41.... G) ��a Company Name: �.�i Y�— Architect Name: Address: 1/ City: ``✓ 1,_ w State: p_ g- D City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: q- P 2 ©; Company Name: Ac lop I CJ Engineer Name: Address: �5) D jam*- L FL City: t2M Mate: Zip: 6�� Phone: . ax: 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: T1+G I 1 41.... G) t,D Architect Name: Address: 2/ 1 0 � p P - l FL C- 1 l s `TZip: City: ``✓ 1,_ w State: p_ g- D Phone: CZs3) 635 — 1 :.(7 (zs3�44/ 1 Email: P 2 ©; Company Name: Ac lop I CJ Engineer Name: Address: �5) D jam*- L FL City: t2M Mate: Zip: 6�� Phone: . ax: 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 pr L,,,): $ 1?O ( DO O Scope of work (please provide detailed information): Z- D TA. Basement 151 floor 2nd floor Garage carport ❑ Deck — covered ❑ uncovered ❑ ql� 12 - Total square footage 263-1 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: Value of mechanical work $ 9 9 O furnace <100k btu 5 appliance vent thermostat --6)- wood/gas stove emergency generator fuel type: ❑ electric gas ventilation fan connected to single duct —6 water heater (electric) --0-- other mechanical equipment PLUMBING: 0 Value of plumbing /gas piping work $ 6 500 bathtub (or bath/shower combo) $ bidet dishwasher floor drain 5 lavatory (bathroom sink) .. sink tcl-rdire. j water heater (gas) --8" lawn sprinkler system H:WpplicationsWorms- Applications On Line \2011 Applications \Combination Permit Application Revised 8 -9 -1 I.docx Revised: August 2011 bh clothes washer shower water closet gas piping outlets Page 2 of 4 PUBLIC WORKS PERMIT INPORM ON Scope of work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WATER DISTRICT ❑ .. Tukwila ❑ ...Water District #125 ❑ .. Letter of water availability provided SEWER DISTRICT ❑ .. Tukwila ❑ .. Sewer use certificate ❑... Highline ❑...Valley View ❑...Renton ❑ ...Letter of sewer availability provided ❑ .. Renton ❑ .. Seattle SEPTIC SYSTEM: ❑ .. On -site septic system — for on -site septic system, provide 2 copies of a current septic design approved by King SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): ❑ .. Civil Plans (Maximum Paper Size — 22" X 34 ") ❑ .. Technical Information Report (Storm Drainage) ❑... Geotechnical Report ❑ .. Bond ❑... Insurance ❑... 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 ❑... Work In Flood Zone ❑... Storm Drainage 0... Abandon Septic Tank 0... Curb Cut ❑... Pavement Cut ❑... Looped Fire Line ❑ .. 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# ❑ .. Trench Excavation ❑ ..Utility Undergrounding ❑ ..Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Water Main Extension Public ❑ - or - Private ❑ FINANCE INFORMATION — THIS INFORMATION IS REOUIRED TO BE FILLED OUT WHEN REOUESTING WATER OR SEWER SERVICE Fire line size at property line number of public fire hydrant(s) ❑ .. water ❑ .. sewer ❑ .. sewage treatment MONTHLY SERVICE BILLING TO: Name: Day Telephone: Mailing Address: City State Zip WATER METER REFUND /BILLING: Name: Day Telephone: Mailing Address: City State Zip H.Wpplications\Forms- Applications On Line \2011 Applications \Combination Permit Application Revised 8- 9- 11.doca Revised August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES ' LICABLE TO ALL PERMITS IN THIS ' " LIGATION — Value of construction — In all cases, a v__ _e of construction amount should be entered by .e 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 OWNER Signature: Print Name: Mailing Address: R UTHORIZED AGENT: Date: 3"1-1-1-7_, Day Telephone: CZ53) $ 3S — 1 H:\Applications\Porms- Applications On Line\2011 Applications \Combination Permit Application Revised 8 -9 -I I.docs Revised: August 2011 bh City State Zip Page 4 of 4 r BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME TL Investments Group, LLC PERMIT # J-OT y If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention $192.50 Water /Sewer /Surface Water $1,017.50 Road /Parking /Access $1,650.00 A. Total Improvements $2,860.00 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. $250 (1) $71.50 D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. Enter total excavation volume 0 cubic yards Enter total fill volume 0 cubic yards $ 71.50 (4) Use the following table to estimate the grading plan review and permit fee. Use the treater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1sT 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees 0.00 (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 321.50 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01.01.11 CORRECTION RECEIVED 1 CITY OF TUKWILA ba-a77 OCT 022012 PERMIT CENTER 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) 71.50 (6) 7. Pavement Mitigation Fee $ 0.00 (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. 0.00 (8) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for ls` 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for ls` 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the ls` 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for ls` 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Last Revised 01.01.11 2 RECEIVED CITY OF TUKWILA OCT 022012 PERMIT CENTER S 0 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ 0.00 (9) 10. ADDITIONAL FEES A Allentown Water (Ordinance 1777) $ B Allentown Sewer (Ordinance 1777) $ C Ryan Hill Water (Ordinance 1777) $ D. Allentown /Foster Pt Water (Ord 2177) $ E. Allentown /Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ I. Other Fees $ Total A through I $ DUE WHEN PERMIT IS ISSUED 0.00 (10) (6 +7 +8 +9 +10) $ 71.50 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 i 6 $12525 $300,250 $312,775 CIT1G Approved 09.25.02 Last Revised 01.01.11 Temporary Meter 0.75" $300 2.5" $1,500 3 ECEiVEO OF TUKW!LA OCT 022012 PERMIT CENTER Clear Form City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 0040000238 Address: 4050 S 146 ST TUKW Suite No: Applicant: TL INVESTMENTS - LOT 4 RECEIPT Permit Number: Status: Applied Date: Issue Date: D12 -277 ISSUED 08/17/2012 10/23/2012 Receipt No.: Initials: User ID: R13 -00866 LAW 1632 Payment Amount: $2,348.00 Payment Date: 02/21/2013 03:20 PM Balance: $0.00 Payee: TL INVESTMENT GROUP TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. 5035 2,348.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts FIRE IMPACT FEES PARK IMPACT FEES 90830402.5000.5304.XXXXX 90330109. 5000. 5301.XXXXX Total: $2,348.00 922.00 1,426.00 doc: Receipt -06 Printed: 02 -21 -2013 City of Tukwila. Department ofCommunity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: hlgr /tvww.ci.tukwha.wa,us SET RECEIPT Copy Reprinted on 11 -01 -2012 at 08:40:14 11/01/2012 RECEIPT NO:R12 -03017 Initials: WER Payment Date: 11/01/2012 User ID: 1655 Total Payment: 252.00 Payee: GREENBUILD CORP, STURGUS PROJECT SET ID: 1101 SET NAME: TL INVESTMENTS SET TRANSACTIONS: Set Member Amount D12 -274 63.00 D12 -275 63.00 D12 -276 63.00 D12 -277 63.00 TOTAL:63.00 TRANSACTION LIST: Type Method Description Amount Payment Credit C VISA 252.00 TOTAL: 252 . 0 0 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES 000.345.830 252.00 TOTAL: 252.00 • 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 RECEIPT Parcel No.: 0040000238 Permit Number: D12 -277 Address: 4050 S 146 ST TUKW Status: APPROVED Suite No: Applied Date: 08/17/2012 Applicant: TL INVESTMENTS - LOT 4 Issue Date: Receipt No.: R12 -02941 Payment Amount: $4,752.53 Initials: WER Payment Date: 10/23/2012 01:17 PM User ID: 1655 Balance: $0.00 Payee: TL INVESTMENT GROUP LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1906 4,752.53 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES MECHANICAL - RES PLUMBING - RES PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES 000.322.100 000.322.102.00.00 000.322.103.00.00 000.322.100 000.342.400 000.345.830 640.237.114 104.367.120 Total: $4,752.53 2,899.15 189.00 252.00 250.00 72.00 72.00 4.50 1,013.88 rinr. Raraint -nR Prinmprl 1 n- 21 -7n1 2 SET RECEIPT RECEIPT NO: R12 -02394 Initials: WER Payment Date: 08/17/2012 User ID: 1655 Total Payment: 7,441.28 Payee: TL INVESTMENT GROUP LLC SET ID: 081712 SET NAME: TL INVESTMENTS SET TRANSACTIONS: Set Member Amount D12 -274 1,836.19 D12 -275 1,836.19 D12 -276 1,884.45 D12 -277 1,884.45 TOTAL: 1,836.19 TRANSACTION LIST: Type Method Description Amount Payment Check 1892 7,441.28 TOTAL: 7,441.28 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES 000.345.830 7,441.28 TOTAL: 7,441.28 10 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 I� ►2 -Z7-7 Project: I L _r tJUe ,i AV.lnS Type of Inspection: I J J A C.,. Address: LA 0450- ► 1.-1 •s; Date Called: Special Instructions: Date lyanted:. a.m. (P t S — (-2) p Requester: Phone No: c2-c6,- 22 2 - 3 CIS .Approved per applicable codes. Corrections required prior to approval. COMMENTS: QQcIAP 009 _ A PPoJE' t� nspe tor: Date: rt,„I .,1-L. \ -9- (r,- % 1°_. 0 R INSPECTION FEE SQUIRED. Prior o next inspection, fee must be � Iid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ..a_. _.�_____a- e.....,.d_. •ti4T.9atest,. •- - a.c� n n � -s-�.. �.,w,..�_ - z1 2-7 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ✓1� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: I( 1-- -1-114"1\YM ") 1 Type of Inspection: r--1 v. I Address: Lila `� I`I61ti Date Called: 6''- 11°13 Special Instructions: Date Wanted: , a.m. r� 1 r4 -. 1 3 p.m. It Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ` trf 9 wV\ )G- ihY,IA i C,, )Or, ' trJ } d h ` i '^ v d 1 4 (itr t r i V)11 e 1 i /(r it' �, i n/lt"t c�am-- tt11 i %'''''7x,111 1%f Y\ Ott efbl 9'tcc,/ 4 Inspector: '_'' nIcv° Date: % f !4R El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit 012 -277 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: T_) T ktk 1,-.570/1 &I Type of Inspection: F=- ► A L._ 1,1(t\. { Address: - q050 S 1 l ST Date Called: - 4.4-Q /Ux/C-' c(/ Special Instructions: 01 -er tAAL.� Ic 1 c-- I ►.s A t - i ✓e k itc, UI Date Wanted: . a:m: Requester: Pe.-hone ao "(43— 2.2- 8 - a35 EI.Approved per applicable codes. Corrections required prior to approval. COMMENTS: ITh » 1 d1 1T r s l.tl ; m.1 -- 1,1(t\. { .2 -Pai . .J21.15t d Art lr o- Wct /Pr ( - 4.4-Q /Ux/C-' c(/ irliazt G1 r4S Tioc) i 01 -er tAAL.� Ic 1 c-- I ►.s A t - i ✓e k itc, UI 1 c- vt%bl�C.� 1 -1mAl - r� /(i.hc s Litt p_ , 6 A P 0-1 I 1 Date: f3- 1-5 SPECTION FEE REQ IRED. Prior to rfext inspection. fee must be at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. - - - — me :ei9L111..v - .c .— ,ilo� 8 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 J9 ptZ -z ?7 Project: -i- NUISi}Mf , S Type of Inspection: v.-ANAL...- 63 61- 01 2S'14 - Jpkic( Address: Date Called: Special Instructions: Date Wanted: Co — 1 (3 a.m p.m. Requester: . (( '7 Phone No: p, Approved per applicable codes. Corrections required prior to approval. COMMENTS: 63 61- 01 2S'14 - Jpkic( 2 I-,c Mov gIs4 - ilpP /t c ddr F W A 200' OP, ,.s1 ..1.Sztt — AN /' f ) C 11)Pjc,L4 E:-%((-\ . (( '7 .. Da4T' , 3 INSPECTION FE REQUIRED. Pr)for to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. . .A.- ' •• ,141 h.di$1{ te in ems ' 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 Dt2 -277 Project: t L _1._NVES i w'F l S Type of Inspection: S. k) ( Address: 11-U, Date Called: Special Instructions: Date Wanted:. 3--11- 1"Z, (a m! 1e: Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: r nspeeot5r: 0004- -7 J i �,t,U..)a -t, E�NSPECTION FEE REQ,JIRED. Prier to next inspection, fee must be id at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 6 INSPECTION NO. • INSPECTION RECORD Retain a copy with permit .b12:2-77 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 Project: - 1 - 1 — _ M_N)1K S l _ r►•1J . Type of Inspection: (.13 A I ( . . 1 _ N 1 S 2 1 L Al i C J Address: ,.--r L-) 050 5 I -I (z, S ) Date Called: Special Instructions: Date Wanted: ` a.m. Requester: Phone No: 453 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: L r ,2 + , �1, — - pA�d v-)A ut4 !0po-4e/ SPECTION FEE REQbIIRED. Prior to next inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �NLei .�` INSPECTION RECORD INSPEC Retain a copy with permit D12-277 ON 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 Project: M-1_ `I._ i._.t■h) i n'vai S Type of Inspection: F- Rtuni -ki Address: 0050 5 IL'4, Coi Date Called: Special Instructions: Date Wanted:. a.m. 2- ?Pl-t3 c Requester: Phone No: a-0c0- 2218— eA5°, Approved per applicable codes. ElCorrections required prior to app oaal. 7 COMMENTS: . r • r r-sz Awl 110 Lov1VC b /OA yep p Ca Date: z9 —rte SPECTION FEE REQUIRED. Prior o next inspection. fee must be at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • INSPECTION RECORD Retain a copy with permit INSPEO ION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 ;2- 77 a-8 Project: Ti— INVCSi(nF01<, Type of Inspection: (J1\l■ SN(gir9ifK /5t Q Address: OSO s IWec, s;. Date Called: ,----, Special Instructions: Date Wanted:. :o— 1 -3 /amt.% p.m Requester: Phone No: 4.0( -z2 Q, - 035/f Approved per applicable codes. Corrections required prior to approval. ti COMMENTS: ( 1 j t1ie I IA9 A-i h;&x7- N pfv6h -', I MPC Co )1 I - t lt;,11 - „A-1 ?1 :libt red-u5 1:, A,01/ f spe. or: Date: AAA/ ?� atJ(A1. Z`: %- EINSPECTION FE REQUIRED Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. • uite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION . PERMIT ND. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 IL (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 32-?77 Project: Type of Inspection: Address: Date Called: Special Instructions: Date Wanted:. Requester: Phone No: _ a OG-22' ` a 35,E Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: A God Date:.— `i INSPECTION FEE EQUIRED. Pri r to next inspection, fee must be id at 6300 Southcen er Blvd.. Suite 100. Call to schedule reinspection. INSPECTIOI RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. C.--; CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 2 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project;,, L,— �.. .� i TYpei' �.-4 4-- S k ems/ Addbess: Date Called: ,0 (4 St— Special Instructions: .. /' Date Wanted:. a.m. /_ — �3 m. Requester: Phone ?. (0 - V-F f3.cr Approved per applicable codes. Corrections required prior to approval. COMMENTS: ply-_ c-t� Inspector: Date: ';3 —t3 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 ; tZ (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Da- Z77 d0 Project 40L Type of Inspection: 5 L A 6 ../-N-s /t/ . Address: .ye;o 3 /44 s-r Date Called: Special Instructions: Date Wan ; 2 V /'Z.- .m. Requester: Phone No: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Date: 1/124 //Z / et.41. ❑ INSPECTION FEE REOIU ED. Prior to next inspection. fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: -J-t3,> -^s (0.- 'S Type of Inspection: , cal 11/4.)cc rA 4 i a P,,; P17 ✓ 1 co v:.S t / Address: LIQ 5 2 I`-Ic Sr Date Called: Special Instructions: Date Wanted: rr 1 Z p.m. Requester: Phone No: JApproved per applicable codes. Corrections required prior to approval. COMMENTS: ` , =<,°; •w‘ /sLI115 0-xi G✓P /1r3. - iIPP/' 'C %• P17 ✓ 1 co v:.S t / 5/ /1Z1/1(,e dy•s, 5 ;T /i-,,FP PA,,fr SL ri!i TALS?'CA%iCanj — /';.-01,--4n1 6,1,4 -q'' / /o7" eryt/((. j _ lip, ; it/*"c% Inspect° .1 / Date: /0/17 AEI PECTION FEE REQUI ED. Prior to next inspection, fee must be pa► at 6300 Southcenter Blvvi.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 tg, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 1— 1 ac.-7 0AFk1 i S Type of Inspection: r GRINtVC Address: L) ()SO Cr I U S I Date Called: Special Instructions: Date Wanted:. `m� Requester: e • Phone No: Q� OG- z8 -2 3S 0 2 Z Approved per applicable codes. Corrections required prior to approval. COMMENTS: f r: EINSPECTION FEE RE UIRED. Prim' to next inspection, fee must be at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: 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 ProjectT: / ` (( Type of Ins p r14.) tion: Addre s: 0 z6 5 1,e Sf Date Called: ) no //31 Special Instructions: Date Wanted:. i a.m D6, / y //3 p.m. Requester* r r.^ i. / � Phone No: ;:1(‘) ..2a6-- g3SS ElApproved per applicable codes. L 99 OFF T(h' P�! ElCorrections required prior to approval. COMMENTS: ` .ihO,-(LlA T ^ fl ) fr. Vlia.le - a's Clean - �-Fno,.feoi - f t 0 c 4-i4 /ttL h S ycfeirt , Tirtale I . L - F-firiskleci U 1-6-/i d5careaA A. -1-t,e,1/4.l 1- F I net.L Inspector: v5 Date: ((!( if 3 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee 'must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 50 INSPECTION NO. INSPECTION RECORD Retain a copy with permit DI;)-4777 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: � 1UPS1i e/d3 .L) y Type of Inspection: S Address: yv .50S Date Called: 11/94V (V-- piCAr, - O;, -to 1,944-4",11.. Special Instructions: Date Wanted:. / 1 I t.3 !! c? a.m3 p.m. Requester: Phone �6 -6g ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: — Dow) 5pc dre&'t' S hook-e( u1/4p (V-- piCAr, - O;, -to 1,944-4",11.. s I Inspector: Date: r ltil+ti 12 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • ferry vlyyg IfL'�7 .:+� Of.. • -.� ... ' w+... .'�'. w. •ver • 'F - +W • 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit + t. DI V y 4:177 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: --r L J v4.5kMe uirS Type of Inspion: rtr -e_, • v.i CAI, Fire Alarm: Address: ki 057) S i t4 6 Suite #: Contact Person: ■ Special Instructions: Phone No.: .Approved per applicable codes: Corrections required prior to approv COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: sArr Occupancy Type: Inspector: •g^ cv_-- Date: G //o // g Hrs.: I $100.00 REINSPECTION FEF REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: •` City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit • �� -S —c9 5 bl ? - c77 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: 71 _Itivt 5�rA.R,N,a Sprinklers: Fire Alarm: Type f Ins ection: -L_ Address: do j--o Suite #: S il G f--- Contact Person: .• Special Instructions: Phone No.: PI—Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type, _ y Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type, _ Inspector: I S-' Date: c(/30/1. Hrs.: I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: L-1 1 U P5 f'�" P� Type of Inspection: Mar6/81caei c - -- 1 Contact P on: Address: / ib �--() Suite #: `1 s- j G �v Special Instructions: kfilar d . I Phone No.: roved per applicable codes. Corrections required prior to approval. - COMMENTS: s-- Fire Alarm: Hood & Duct: /!)00 //t) kfilar d . —0/4-- } t v I/c Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,-'/t,„_ S. Date: Z /2,6 7, 3 Hrs.:OZ n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of. Tukwila Finance Department. Call to schedule a reinspection. y Billing "Address Attn: Company Name: Address: City: I State: I Zip: Word /Inspection Record Form.Doc a 6/11/10 T.F.D. Form F.P. 113 • y • '_ • LOT 4 TL INVESTMENTS 4050 SOUTH 146th STREET TUKWILA, WA 98168 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 18 2012 City of Tukwila BUILDING DIVISION CORNER 276' PARCEL NUMBER 0040000238 61.30' CORNER 276' 50' s 1.10-‘kt V[1°' r 15' STORM DRAIN ESMT. CORNER 278' A 28' ' 20' BSBL 61.31' driveway - 20' wAtleadaptap RECEIVED AUG 17 2012 PERMIT CENTER NOTE: FIRE HYDRANT O CORNER OF S 146th ST 42nd AVE S, 170' FROM CENTER OF PRIVATE RD. NOTE: LOT HAS BEEN CLEARED AND IS FLAT, ±24' LOT INFORMATION LOT AREA = 11.082 SQ.FT. BUILDING COVERAGE = 1481 SQ.FT. PAVEMENT COVERAGE = 671 SQ.FT. TOTAL COVERAGE = 2,122 SQ.FT. OR 19.19 UTILITY LINE REFER TO ORIGINAL SHORT PLAT © 2011 RESIDENTIAL GROUP LLC PH. 253 - 835 -1516 35109 PACFIC HIGHWAY S., FEDERAL WAY, WA 98003 THIS DRAWING IS BASED ON CLIENT- PROVIDED INFORMATION REPRESENTED TO BE ACCURATE AND RELIABLE. ANY DISCREPANCIES BETWEEN THIS DRAWING AND THE ACTUAL SITE CONDITIONS ARE THE SOLE RESPONSIBILITY OF THE CLIENT. GALS 1' = 30' DRASIING DATE: INIT: PROJECT •: 08 -08 -2011 JLS II -35AE Arn,SICCei STRUCTURAL CALCULATION Prepared By ACHOR, INC. orld of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 Tel. (253) 835 -1516 , Fax. (253) 441 -4207 (Job # 12 -56AE) Prepared For Wind Speed = 85 mph, Exposure: "B" TL Investment, LLC. LOT #4 4050 S 146th ST Tukwila, WA July 26, 2012 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 18 2012 City of Tukwila BUILDING DIVISION b12 277 ECEIVED AUG 17 2012 PERMIT CENTER A Design by : B.T. 7/16/2012 11:22 AM PROJECT : Myrtle house Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 BASIS OF DESIGN BUILDING CODE: 2009 Edition of the International Building Code GRAVITY LOADS: Roof Live Load = 25 psf. (snow) Roof Dead Load = 15 psf. Floor Live Load = 40 psf. (reducible) Floor Dead Load = 12 psf. LATERAL LOAD CRITERIA: Wind Speed = 85 mph, Exposure: B Seismic Site Class: D Seismic Design Category: D FOUNDATION: Spead footings shall bear on firm undisturbed soil 18" minimum below finished grade. Allowable Soil Bearing Pressure = 1,500 psf. DESIGN LOADS ROOF LIVE LOAD: ROOF DEAD LOAD: FLOOR LIVE LOAD: FLOOR DEAD LOAD: Roofing 1/2" Plywood Sheating Insulation Trusses & 1/2" GWB Lighting, Mechanical, Electrical, Misc. Flooring 3/4" Plywood Sheathing Insulation Floor Joists & Beams Lighting, Mechanical, Electrical, Misc. 25.00 PSF (snow load) 7.00 psf (15 psf = tile roof) 2.00 psf 2.00 psf 3.00 psf (6 psf = tile roof) 1.00 psf 15.00 PSF Total Dead Load 40.00 PSF (Reducible) 2.00 psf 3.00 psf 1.00 psf 5.00 psf 1.00 pst 12.00 PSF Total Dead Load *World of Designs & Engineers* 12-54AE...mcd 1 Design by : B.T. 7/16/2012 11:22 AM PROJECT : Myrtle house Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 WOOD: JOISTS & FAFTERS: 2X4 HF #2 2X6 or Larger HF #2 BEAMS: Width of 4" and Less DF #2 Width of greater than 4" DF #2 LEDGERS AND TOP PLATES: Width of 4" and Less HF #2 STUDS: 2X4 HF #2 2X6 or Larger HF #2 POSTS: 4X4 HF #2 (unless note on plan) 4X6 or Larger HF #2 (unless note on plan) 6X6 or Larger HF #2 (unless note on plan) GLUED - LAMINATED (GLB) BEAM & HEADER: Fb =2,400 PSI, Fv =165 PSI, Fc (Perp) =650 PSI, E= 1,800,000 PSI. PARALLAM (PSL) 2.0E BEAM & HEADER: Fb =2,900 PSI, Fv =290 PSI, Fc (Perp) =750 PSI, E= 2,000,000 PSI. MICROLAM (LVL) 1.9E BEAM & HEADER: Fb =2,600 PSI, Fv =285 PSI, Pc (Perp) =750 PSI, E= 1,900,000 PSI. TIMBERSTRAND (LSL) 1.3E BEAM, HEADER, & RIM BOARD: Fb =1,700 PSI, Fv =400 PSI, Pc (Perp) =680 PSI, E= 1,300,000 PSI. TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL REGISTERED IN THE STATE OF WASHINGTON. UNLESS OTHERWISE SPECIFIED BY LOCAL BUILDING OFFICIAL OR STATUTE, TRUSS DESIGNS BEARING THE SEAL AND SIGNATURE OF THE TRUSS DESIGNER SHALL BE AVAILABLE AT TIME OF INSPECTION. ENGINEERED I- JOISTS -FLOOR JOISTS & BEAMS OF EQUAL OR BETTER CAPACITY MAY BE SUBSTITUTED FOR THOSE SHOWN ON THIS PLAN, "EQUAL" IS DEFINED AS HAVING MOMENT CAPACITY, SHEAR CAPACITY, AND STIFFNESS WITHIN 3% OF THE SPECIFIED JOISTS OR BEAMS. *World of Designs & Engineers* 2- 12- 54AE... mcd 141v1d ON114061 400e1 o) 7Rev: 580004 User: KW- 0605873. Ver 5.8 0. 1- Nov -2006 (c)1983 -2006 ENERCALC Engineering Software Title : Dsgnr: Description : Scope : General Timber Beam Job # Date: 11:27AM, 16 JUL 12 Description la. roof reader General Information Page 1 12- 54..ecw: Calculations Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 6x8 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density 5.500 in 7.500 in Sawn 1.150 Pin -Pin 32.500 pcf Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary DL DL DL Center Span 6.00 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir - Larch, No.2 Fb Base Allow 875.0 psi Fv Allow 170.0 psi Fc Allow 625.0 psi E 1,300.0 ksi 248.00 #/ft #/ft #/ft LL LL LL 413.00 #/ft #/ft #/ft 0.00 ft 0.00 ft 0.00 ft Span= 6.00ft, Beam Width = 5.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 702.00 psi Fb 1,006.25 psi Depth = 7.5in, Ends are Pin -Pin 0.698 ; 1 3.0 k -ft 4.3 k -ft at 3.000 ft at 6.000 ft 3.02 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 4.32 fv Fv 57.91 psi 195.50 psi Maximum Shear * 1.5 Allowable Shear: Reactions... Left DL Right DL Beam Design OK 2.4 k 8.1 k @ Left 2.01 k @ Right 2.01 k Camber: @ Left 0.000 in @ Center 0.045 in @ Right 0.000 in 0.77 k 0.77 k Max 2.01 k Max 2.01 k i Deflections Center Span... Deflection ...Location ...Length /Deft Camber ( using 1.5 * D. @ Center @ Left @ Right Dead Load -0.030 in 3.000 ft 2,412.2 L. Defl) ... 0.045 in 0.000 in 0.000 in Total Load -0.078 in 3.000 ft 925.95 4 Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Rev: 580004 User: KW-0605873. Ver 5 8 0 1- Nov -2006 (c)1983 -2006 ENERCALC Engineering Software Title : Dsgnr: Description : Scope : General Timber Beam Job # Date: 11:27AM, 16 JUL 12 Description 1. Window Hdr (Rear Elev) (Rfl General Information Page 1 12- 54..ecw Calculations Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 6x10 Center Span 6.00 ft Lu Beam Width 5.500 in Left Cantilever ft Lu Beam Depth 9.500 in Right Cantilever ft Lu Member Type Sawn Douglas Fir - Larch, No.2 Fb Base Allow 875.0 psi 1.150 Fv Allow 170.0 psi Pin -Pin Fc Allow 625.0 psi E 1,300.0 ksi Load Dur. Factor Beam End Fixity Trapezoidal Loads #1 DL @ Left DL @ Right #2 DL @ Left DL @ Right Point Loads 0.00 ft 0.00 ft 0.00 ft 248.00 #/ft LL @ Left 248.00 #/ft LL @ Right 75.00 #/ft LL @ Left 75.00 #/ft LL @ Right 413.00 #/ft 413.00 #/ft 100.00 #/ft 100.00 #/ft Start Loc End Loc Start Loc End Loc 0.000 ft 5.000 ft 5.000 ft 6.000 ft Dead Load Live Load ...distance 2,000.0 lbs lbs 5.000 ft Summary lbs lbs 0.000 ft lbs lbs 0.000 ft lbs lbs 0.000 ft lbs lbs 0.000 ft lbs lbs 0.000 ft lbs lbs 0.000 ft Span= 6.00ft, Beam Width = 5.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment 3.92 k -ft Max. Negative Moment 0.00 k -ft Max @ Left Support 0.00 k -ft Max @ Right Support 0.00 k -ft Max. M allow 6.94 fb 568.29 psi fv 88.13 psi Fb 1,006.25 psi Fv 195.50 psi Depth = 9.5in, Ends 0.565 : 1 3.9 k -ft 6.9 k -ft at 3.432 ft at 0.000 ft are Pin -Pin Maximum Shear * 1.5 Allowable Shear: Reactions... Left DL Right DL Beam Design OK 4.6 k 10.2 k @ Left 2.28 k @ Right 3.20 k Camber: @ Left 0.000 in @ Center 0.042 in @ Right 0.000 in 1.06 k 2.25 k Max 2.28 k Max 3.20 k Deflections Center Span... Dead Load Deflection -0.028 in ...Location 3.192 ft ...Length /Defl 2,543.1 Camber ( using 1.5' D.L. Defl) ... @ Center 0.042 in @ Left 0.000 in @ Right 0.000 in Total Load -0.051 in 3.096 ft 1,421.87 Left Cantilever... Deflection ... Length /Defl Right Cantilever... Deflection ..Length /Defl Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Title : Dsgnr: Description : Scope : Rev: 580004 User: KW- 0605873. Ver 5.8.0. 1- Nov -2006 (c)1983 -2006 ENERCALC Engineering Software General Timber Beam Job # Date: 11:28AM, 16 JUL 12 Description 3. Rear Window Hdr (upp Flr) General Information Page 1 12 -54. ecw:Calculations Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 6x10 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Full Length Uniform Loads Center Span 6.00 ft Lu 5.500 in Left Cantilever ft Lu 9.500 in Right Cantilever ft Lu Sawn Douglas Fir - Larch, No.2 Fb Base Allow 875.0 psi 1.000 Fv Allow 170.0 psi Pin -Pin Fc Allow 625.0 psi E 1,300.0 ksi 0.00 ft 0.00 ft 0.00 ft Center Left Cantilever Right Cantilever LSummary DL DL DL 395.00 #/ft #/ft #/ft LL LL LL 675.00 #/ft #/ft #/ft Span= 6.00ft, Beam Width = 5.500in x Depth = 9.5in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 698.42 psi Fb 875.00 psi 0.798 1 4.8 k -ft 6.0 k -ft at 3.000 ft at 0.000 ft 4.81 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 6.03 fv 68.56 psi Fv 170.00 psi Maximum Shear * 1.5 Allowable Shear: Reactions... Left DL Right DL Beam Design OK 3.6 k 8.9 k @ Left 3.21 k @ Right 3.21 k Camber: @ Left 0.000 in @ Center 0.034 in @ Right 0.000 in 1.18 k 1.18 k Max 3.21 k Max 3.21 k Deflections Center Span... Dead Load Deflection -0.023 in ...Location 3.000 ft ...Length /Defl 3,193.4 Camber ( using 1.5 * D.L. Defl ) ... @ Center 0.034 in @ Left 0.000 in @ Right 0.000 in Total Load -0.061 in 3.000 ft 1,178.88 Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Rev: 580004 User: KW-0605873, Ver 5.8.0, 1- Nov -2006 (c)1983 -2006 ENERCALC Engineering Software Title : Dsgnr: Description : Scope : General Timber Beam Job # Date: 11:28AM, 16 JUL 12 Description 4. Beam across Garage General Information Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 5.125x15 Full Length Uniform Loads w Center Left Cantilever Right Cantilever Summary 5.125 in 15.000 in GluLam 1.000 Pin -Pin Page 1 12 -54 .ecw Calculations Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Center Span 19.00 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir, 24F - V4 Fb Base Allow 2,400.0 psi Fv Allow 240.0 psi Fc Allow 650.0 psi E 1,800.0 ksi 0.00 ft 0.00 ft 0.00 ft DL DL DL 224.00 #/ft #/ft #/ft LL LL LL 480.00 #/ft #/ft #/ft Span= 19.00ft, Beam Width = 5.125in x Depth = 15.in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,983.56 psi Fb 2,370.65 psi 0.837 : 1 31.8 k -ft 38.0 k -ft at 9.500 ft at 19.000 ft 31.77 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 37.97 fv 113.79 psi Fv 240.00 psi Maximum Shear * 1.5 Allowable Shear: Reactions... Left DL Right DL Beam Design OK 8.7 k 18.5 k @ Left 6.69 k @ Right 6.69 k Camber: @ Left 0.000 in @ Center 0.380 in @ Right 0.000 in 2.13 k 2.13 k Max 6.69 k Max 6.69 k Deflections Center Span... Dead Load Deflection -0.253 in ...Location 9.500 ft ...Length /Defl 900.7 Camber ( using 1.5 * D.L. Defl) ... @ Center 0.380 in @ Left 0.000 in @ Right 0.000 in Total Load -0.796 in 9.500 ft 286.57 Left Cantilever... Deflection ...Length /Deft Right Cantilever... Deflection ...Length /Defl Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Rev: 580004 User: KW- 0605873. Ver 5.8.0. 1- Nov -2006 (c)1983 -2006 ENERCALC Engineering Software Title : Dsgnr: Description : Scope : General Timber Beam Job # Date: 11:31AM, 16 JUL 12 Page 1 12 -54.. ecw: Calculations Description 6. Beam General Information Section Name 3.125x12 Beam Width 3.125 in Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Trapezoidal Loads 12.000 in GluLam 1.000 Pin -Pin 32.500 pcf Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Center Span 10.00 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir, 24F - V4 Fb Base Allow 2,400.0 psi Fv Allow 240.0 psi Fc Allow 650.0 psi E 1,800.0 ksi 0.00 ft 0.00 ft 0.00 ft #1 DL @ Left DL @ Right #2 DL @ Left DL @ Right Summary 180.00 #/ft LL @ Left 180.00 #/ft LL @ Right 128.00 #/ft LL @ Left 128.00 #/ft LL @ Right 600.00 #/ft 600.00 #/ft 140.00 #/ft 140.00 #/ft Start Loc End Loc Start Loc End Loc 0.000 ft 4.000 ft 4.000 ft 10.000 ft Span= 10.00ft, Beam Width = 3.125in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 925.82 psi Fb 2,400.00 psi Depth = 12.in, Ends are Pin -Pin 0.386 ; 1 5.8 k -ft 15.0 k -ft at 3.840 ft at 10.000 ft 5.79 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 15.00 fv 89.29 psi Fv 240.00 psi Maximum Shear * 1.5 Allowable Shear: Reactions... Left DL Right DL Beam Design OK 3.3 k 9.0 k @ Left 3.02 k @ Right 1.79 k Camber: @ Left 0.000 in @ Center 0.064 in @ Right 0.000 in 0.85 k 0.72 k Max 3.02 k Max 1.79 k Deflections Center Span... Deflection ...Location ... Length /Defl Camber ( using 1.5 " D. @ Center @ Left @ Right Dead Load -0.043 in 4.920 ft 2,799.3 L. Defl) ... 0.064 in 0.000 in 0.000 in Total Load -0.126 in 4.800 ft 953.60 Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Rev: 580004 i User: KW-0605873. Var 5.8.0. 1- Nov -2006 (c)1983 -2006 ENERCALC Engineering Software Description 7. Garage dr Hdr General Information Title : Dsgnr: Description : Scope : General Timber Beam Section Name 5.125x16.5 Beam Width 5.125 in Beam Depth 16.500 in Member Type GluLam Load Dur. Factor 1.150 Beam End Fixity Pin -Pin Job # Date: 11:31AM, 16 JUL 12 Page 1 12- 54..ecw: Calculations Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Center Span 16.00 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir, 24F - V4 Fb Base Allow 2,400.0 psi Fv Allow 240.0 psi Fc Allow 650.0 psi E 1,800.0 ksi Full Length Uniform Loads 0.00 ft 0.00 ft 0.00 ft Center Left Cantilever Right Cantilever Summary DL DL DL 353.00 #/ft #/ft #/ft LL LL LL 585.00 #/ft #/ft #/ft Span= 16.00ft, Beam Width Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,548.90 psi Fb 2,747.19 psi = 5.125in x Depth = 16.5in, Ends are Pin -Pin 0.564 1 30.0 k -ft 53.2 k -ft 30.02 k -ft at 8.000 ft 0.00 k -ft at 16.000 ft 0.00 k -ft 0.00 k -ft 53.24 Reactions... fv 110.75 psi Left DL Fv 276.00 psi Right DL Maximum Shear * 1.5 Allowable Shear: Beam Design OK 9.4 k 23.3 k @ Left 7.50 k @ Right 7.50 k Camber: @ Left 0.000 in @ Center 0.226 in @ Right 0.000 in 2.82 k 2.82 k Max 7.50 k Max 7.50 k Deflections Center Span... Dead Load Deflection -0.151 in ...Location 8.000 ft ...Length /Defl 1,273.8 Camber ( using 1.5 " D.L. Defl) ... @ Center 0.226 in @ Left 0.000 in @ Right 0.000 in Total Load -0.401 in 8.000 ft 479.38 io Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Dead Load 0.000 in 0.0 0.000 in 0.0 Total Load 0.000 in 0.0 0.000 in 0.0 I- r STHDI4J r I I 1 1 E '� `.k - 7 E J E 24 24 V 4i - D. IT E X74 V24 - E- - x0 V24 E 0 E 4 {' E TI 1 I I I 74 14• MN '(8) 3 Q ry x r SCREENED VENTS RED'D pr g Q n, 24 910474:010 81RR R 1W. 14 74 L / }� . J 1 L11•J 14 T J I Rev: 580004 User: KW- 0605873, Ver 5.8.0. 1- Nov -2006 (c)1983 -2006 ENERCALC Engineering Software Title : Dsgnr: Description : Scope : General Timber Beam Job # Date: 11:31AM, 16 JUL 12 Description 9. Floor Joists (MFIr) General Information Section Name 2x10 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density 1.500 in 9.250 in Sawn 1.000 Pin -Pin 32.500 pcf Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary Page 1 12-54. . ecw: Calculations Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined II Center Span Left Cantilever Right Cantilever Hem Fir, No.2 Fb Base Allow Fv Allow Fc Allow E 13.50 ft Lu ft Lu 0.25ft Lu 850.0 psi 150.0 psi 405.0 psi 1,300.0 ksi 0.00 ft 0.25 ft 0.00 ft Repetitive Member DL DL DL 16.00 #/ft #/ft #/ft LL LL LL 53.00 #/ft #/ft #/ft Span= 13.50ft, Right Cant= 0.25ft, Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 921.82 psi Fb 975.28 psi Beam Width = 1.500in x Depth = 9.25in, Ends are Pin -Pin 0.945 : 1 1.6 k -ft 1.7 k -ft 1.64 k -ft at 6.750 ft -0.00 k -ft at 13.500 ft 0.00 k -ft -0.00 k -ft 1.74 Reactions... fv 46.65 psi Left DL 0.13 k Fv 150.00 psi Right DL 0.13 k Maximum Shear * 1.5 Allowable Shear: Beam Design OK 0.6 k 2.1 k @ Left 0.49 k @ Right 0.49 k Camber: @ Left 0.000 in @ Center 0.167 in @ Right 0.007 in Max 0.49 k Max 0.49 k Deflections Center Span... Deflection ...Location ... Length /Deft Camber ( using 1.5 " D. @ Center @ Left @ Right Dead Load -0.111 in 6.750 ft 1,457.5 L. Defl) ... 0.167 in 0.000 in 0.007 in Total Load -0.419 in 6.750 ft 386.53 Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Dead Load 0.000 in 0.0 0.005 in 1,214.7 Total Load 0.000 in 0.0 0.019 in 322.1 Rev: 580004 , User: KW- 0605873, Ver 5.8.0. 1- Nov -2006 (c)1983 -2006 ENERCALC Engineering Software Title : Dsgnr: Description Scope : General Timber Beam Job # Date: 11:33AM, 16 JUL 12 Description 10. Floor beam w/ bearing above. General Information Section Name 4x10 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density 3.500 in 9.250 in Sawn 1.000 Pin -Pin 32.500 pcf Page 1 1 2 -54.. ecw: C a Iculations Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined rFull Length Uniform Loads Center Span 4.00 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir - Larch, No.2 Fb Base Allow 900.0 psi Fv Allow 180.0 psi Fc Allow 625.0 psi E 1,600.0 ksi 0.00 ft 0.00 ft 0.00 ft Repetitive Member Center Left Cantilever Right Cantilever Summary DL DL DL 260.00 #/ft #/ft #/ft LL LL LL 1,060.00 #/ft #/ft #/ft Span= 4.00ft, Beam Width = 3.500in x Depth = 9.25in, Ends are Pin -Pin Max Stress Ratio 0.617 1 Maximum Moment 2.7 k -ft Allowable 4.3 k -ft Max. Positive Moment 2.65 k -ft at 2.000 ft Max. Negative Moment 0.00 k -ft at 0.000 ft Max @ Left Support 0.00 k -ft Max @ Right Support 0.00 k -ft Max. M allow 4.30 ft) 638.24 psi fv 75.76 psi Fb 1,035.00 psi Fv 180.00 psi Maximum Shear * 1.5 Allowable Shear: Reactions... Left DL Right DL Beam Design OK 2.5 k 5.8 k @ Left 2.65 k @ Right 2.65 k Camber: @ Left 0.000 in @ Center 0.006 in @ Right 0.000 in 0.53 k 0.53 k Max 2.65 k Max 2.65 k Deflections Center Span... Deflection ...Location ...Length /Defl Camber ( using 1.5 @ Center @ Left @ Right Dead Load -0.004 in 2.000 ft 11,514.7 ' D.L. Defl) ... 0.006 in 0.000 in 0.000 in Total Load -0.021 in 2.000 ft 2,318.95 1-b Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Deft Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Rev: 580004 User: KW -0605873. Ver 5.8.0. 1- Nov -2006 (c)1983 -2006 ENERCALC Engineering Software Title : Dsgnr: Description : Scope : General Timber Beam Job # Date: 11:34AM, 16 JUL 12 Description 11. crawl space beam General Information Section Name 4x10 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Full Length Uniform Loads 3.500 in 9.250 in Sawn 1.000 Pin -Pin 32.500 pcf Page 1 12- 54..ecw Calculations Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Center Span 6.00 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir - Larch, No.2 Fb Base Allow 900.0 psi Fv Allow 180.0 psi Fc Allow 625.0 psi E 1,600.0 ksi 0.00 ft 0.00 ft 0.00 ft p Center Left Cantilever Right Cantilever Summary DL DL DL 108.00 #/ft #/ft #/ft LL LL LL 320.00 #/ft #/ft #/ft Span= 6.00ft, Beam Width = 3.500in x Depth = 9.25in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 470.97 psi Fb 1,080.00 psi 0.436 : 1 2.0 k -ft 4.5 k -ft at 3.000 ft at 0.000 ft 1.96 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 4.49 fv Fv 45.02 psi 180.00 psi Beam Design OK Maximum Shear *1.5 1.5 k Allowable 5.8 k Shear: @ Left 1.31 k @ Right 1.31 k Camber: @ Left 0.000 in @ Center 0.014 in @ Right 0.000 in Reactions... Left DL Right DL 0.35 k 0.35 k Max 1.31 k Max 1.31 k I Deflections Center Span... Deflection ...Location ...Length /Defl Camber ( using 1.5 * D. @ Center @ Left @ Right Dead Load -0.009 in 3.000 ft 7,909.2 L. Defl) ... 0.014 in 0.000 in 0.000 in Total Load -0.034 in 3.000 ft 2,095.04 14 Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Dead Load 0.000 in 0.0 0.000 in 0.0 Total Load 0.000 in 0.0 0.000 in 0.0 Design by : B.T. 7/16/2012 11:22 AM PROJECT : Myrtle house Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 LATERAL ANALYSIS BASED ON 2009 INTERNATIONAL BUILDING CODE AS MODIFIED BY LOCAL JURISDICTION. Lateral Forces will be distributed along lines of Force /Resistance. Lines of Force /Resistance will be investigated for both wind and seismic lateral loads.(Vertical component of earthquake ground motion neglected for Lateral Force Resisting System w/ Allowable Stress Design) SEISMIC DESIGN SEISMIC DESIGN BASED ASCE 7 -05 CHAPTER 12 SECTION 12.14 SIMPLIFIED ALTERNATIVE STRUCTURAL DESIGN CRITERIA FOR SIMPLE BEARING WALL SINGLE FAMILY DWELLING, LIGHT FRAME CONSTRUCTION LESS THAN THREE STORIES IN HEIGHT (EXCLUDING BASEMENT). Seismic Design Data: - -Soils Site Class D (Assumed) -- Seismic Design Category D1 /D2 1E:= 1.0 R := 6.5 Ss := 1.59 For Seismic Use Group I occupancy (ASCE 7 -05 Table 11.5 -1) Light Framed Walls w/ Wood Shear Panels (ASCE 7 -05 Table 12.14 -1) Mapped Maximum Considered Earthquake Spectral Response Acceleration Short- Period Si := 0.552 Mapped Maximum Considered Earthquake Spectral Response Acceleration 1- Second Period Fa := 1.00 F,, := 1.5 W,wx Site Coefficient based on Site Class & SS (ASCE 7 -05 Table 11.4 -1) Site Coefficient based on Site Class & S1 (ASCE 7 -05 Table 11.4 -2) Seismic Weight of Overall Structure, Seismic Weight of Structure above Level x (LB.) ASCE 7 -05 Eq. 11.4 -1 Sms Ss'Fa Sms = 1.59 ASCE 7 -05 Eq. 11.4 -2 Smi := Si.Fv Smi = 0.83 ASCE 7 -05 Eq. 11.4 -3 SDS ' Sms SDS = 1.06 ASCE 7 -05 Eq. 11.4 -4 SDI := 3 •Sm1 SD1 = 0.55 *World of Designs & Engineers* 12- 54AE... mcd Design by : B.T. 7/16/2012 11:22 AM PROJECT : Mvrtle house Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 SEISMIC WEIGHT OF STRUCTURE CHECK FOR EACH LEVEL: Roof Slope Adjustment Factor: S:= ( 1 ( 1 S =1.08 cos(atanl 5 I) 12 ROOF PLAN AREA EACH LEVEL: PLAN PERIMETER FOR EACH LEVEL: RI := 1500ft2•S (Upper Roof Area) AI := 1318ft2 (Upper Floor area) Weight of Structure at Each Level: Story Weight at Upper level: w2 := 15•psf•(R1) + 10•psf•8•ft•(P1) Story Weight at Main level: wl := 12.psf.(Ai) + 10•psf•(10•ft•P2) Shear at each Level: F:= 1.1 (F. SDS' w2) V2E := R [F.SDs.(w1)1 VIE:= R P1 := 2(51ft) + 2(30ft) (Upper Floor) P2 := 2(51ft) + 2(30ft) (Main Floor) (weight of roof, and wall) (weight of lower roof, floor, & wall) F =1.0 for one -story building F =1.1 for two -story building F =1.2 for three -story building V2E = 6697.32 lb Story Shear at Upper Floor VIE = 5743.18 lb Story Shear at Main Floor *World of Designs & Engineers* 1k' 12- 54AE... mcd Design by : B.T. 7/16/2012 11:22 AM PROJECT : Mvrtle house Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 WIND DESIGN USE ANALYTICAL PROCEDURE OF ASCE 7 -05 SECTION 6.5 ENCLOSED LOW -RISE BUILDING LESS THAN 60 FEET IN HEIGHT WIND EXPOSURE = B 85 mph WIND SPEED Equation 6 -18 p= gh[(GCpf) - (GCpi)] Mean Roof Height h := 25-ft qh = 0.00256KZKZtKdv2l = Velocity Pressure Evaluated at mean Roof Height h (Equation 6 -15) GCpf = External Pressure Coefficients per Figure 6 -10 GCpf = Internal Pressure Coefficients per Figure 6 -5 K15 := 0.70 Velocity Pressure Exposure Coefficients at z < 15ft (Table 6 -3) K20 := 0.70 Velocity Pressure Exposure Coefficients at 15ft < z < 20ft (Table 6 -3) K25 := 0.70 Velocity Pressure Exposure Coefficients at 20ft < z < 25ft (Table 6 -3) K30 := 0.70 Velocity Pressure Exposure Coefficients at 25ft < z < 30ft (Table 6 -3) K40 := 0.76 Velocity Pressure Exposure Coefficients at 30ft < z < 40ft (Table 6 -3) Kd := 0.85 Wind Directionality Factor (Table 6-4). v := 85 Wind Speed per Hours (Figure 6 -1). I := 1.0 Important Factor (Table 6 -1). *World of Designs & Engineers* 12- 54AE... mcd Design by : B.T. 7/16/2012 11:22 AM PROJECT : Myrtle house Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 Velocity Pressure ( q7) Evaluated at Height z (Equation 6 -15) q15:= 0.00256•K15•Kd•v2•I q20:= 0.00256•K20•Kd•v2•I q25:= 0.00256•K25- Kd -v2•I q30:= 0.00256.K30- Kd -v2 -I q40:= 0.00256.K40-Kev2.1 Internal Pressure Coefficients (Figure 6 -5) GC pi := .18 +/- q15 = 11.01 q20 = 11.01 q25 = 11.01 q30 = 11.01 q40 = 11.95 The Internal Pressures on Windward and Leeward Walls will offset each other for the lateral design of the overall building and will therefore be ignored for this application. External Pressure Coefficients w/ Roof Pitch = 7/12 (30 degrees) to 12/12 (45 degrees) (Conservatively taken from Figure 6 -10) GCpfl := .56 GCpfl E := .69 GCpf2 :_ .21 GCpf2E :_ .27 GCpf3 := -.43 GCpf3E :_ -.53 GCpf4 := -.37 GCpf4E :_ -.48 *World of Designs & Engineers* 1`6 12-54AE...mcd Design by : B.T. 7/16/2012 11:22 AM PROJECT : Myrtle house Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 P15.1 G15-(GCpfl)-psf P15.2 g15-(GCpf2)•psf P15.3 := g15.(GCpf3)•psf P15.4 g15.(GCpf4)•Psf P20.1 g20'(GCpfl)•psf P20.2 g20'(GCpf2)• psf P20.3 g20.(GCpf3)•psf P20.4 g20'(GCpf4)•Psf P25.1 := g25'(GCpn)•psf P25.2 := g25'(GCpf2)•Psf P25.3 g25.(GCpf3)•psf P25.4 g25'(GCpf4)'Psf P30.1 g30•(GCpn)•psf P30.2 g30'(GCpf2)•psf P30.3 g30.(GCpf3)•psf P30.4 g30-(GCpf4)•Psf P40.1 g40.(GCpf7)•psf P40.2 g40'(GCpf2)•psf P40.3 g40'(GCp13)'Psf P40.4 g40.(GCpf4)•Psf P15.1 = 6.16lbft 2 P15.2 = 2.311b ft-2 P15.3=- 4.73lbft2 1315.4=- 4.07lbft2 P20.1 = 6.161b ft -2 P20.2 = 2.31 lb ft2 P20.3 = -4.73 lb ft -2 1320.4=- 4.07lbft2 P25.1 = 6.161bft2 1325.2= 2.311bft2 P25.3 = -4.73 lb ft2 P25.4 = -4.07 lb ft -2 P30.1 = 6.161b ft-2 P30.2= 2.31lbft2 P30.3 = -4.73 lb ft -2 P30.4 = -4.07 lb ft2 P40.1 = 6.69 lb ft2 P40.2 = 2.511b ft-2 P40.3=- 5.141bft2 P40.4 = -4.42 lb ft -2 1315.1E A15.(GCpnE)'Psf 1315.2E g15.(GCpf2E).psf 1315.3E g15.(GCpf3E)•Psf 1315.4E g15- (GCpf4E).psf 1320.1E g20'(GCpflE)'Psf 1320.2E g20'(GCpf2E)•Psf 1320.3E := g20-(GCpf3E)•psf 1320.4E := g20.(GCpf4E)•Psf 1325.1E g25.(GCpf1E)•Psf 1325.2E:= g25.(GCpf2E)•Psf 1325.3E g25.(GCpf3E)'Psf 1325.4E g25-(GCpf4E)•Psf 1330.1E g30'(GCpnE) -psf 1330.2E g30'(GCpf20-psf 1330.3E := g30'(GCpf30-psf 1330.4E := g30.(GCpf4E)•psf 1340.1E g40.(GCpflE)•Psf 1340.2E g40.(GCpf2E)•psf 1340.3E g40-(GCpf30•psf 1340.4E 4140'(GCpf4E)•Psf P15.1E= 7.591bft2 P15.2E= 2.97lbft2 1315.3E = -5.83 lb ft2 1315.4E = -5.28 lb ft -2 1320.1 E = 7.59 lb ft-2 1320.2E = 2.97 lb ft -2 1320.3E _ -5.83 lb ft2 1320.4E = -5.28 lb ft -2 1325.1 E = 7.59 lb ft -2 1325.2E = 2.97 lb ft2 1325.3E = -5.83lbft 2 1325.4E = -5.28 lb ft -2 1330.1 E = 7.59 lb ft2 1330.2E= 2.971bft2 1330.3E=- 5.83lbft2 1330.4E = -5.28 lb ft-2 1340.1 E = 8.24 lb ft -2 1340.2E= 3.23lbft2 1340.3E=- 6.33lbft2 1340.4E = - 5.74lbft 2 *World of Designs & Engineers* let 12-54AE...mcd FRONT ELEVATION L L L—J rid RIGI -IT ELEVATION 2� REAR ELEVATION 1 LEFT ELEVATION ?.I L Design by : B.T. 7/16/2012 11:22 AM PROJECT : Myrtle house Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 WIND AT UPPER LEVEL (sides to sides) WI (P20.1 — P20.4)'Sft + (P25.2 — P25.3).5ft + (P30.2 — P30.3)'5ft END ZONE WIND AT UPPER LEVEL (sides to sides) WIE (P20.IE — P20.44511 + (P25.2E — P25.345ft + (P30.2E — P30.345ft WIND AT UPPER LEVEL (front to back) W3 (P20.1 — P20.4)'5ft + (P25.2 — P25.3)'5ft + (P30.2 — P30.3)'5ft END ZONE WIND AT UPPER LEVEL (front to back) W3E (P20.IE — P20.4E)'5ft + (P25.2E — P25.3E)'5ft + (P30.2E — P30.345ft WIND AT MAIN LEVEL (all sides) W2 (P15.1 — P15.4)' 10ft END ZONE WIND AT ROOF LEVEL- (all sides) W2E := (P15.1E — P15.4E)'10ft But not less than 10 psf over the projected vertical plane. W1 := 10•psf•15•ft W3:= 10•psf•15•ft W1= 1501bft1 WIE= 152.421bft 1 W2 = 102.35lbft 1 W2E = 128.761bft 1 W3 = 1501bft 1 W3E = 152.421bft 1 *World of Designs & Engineers* 12-54AE...mcd 4040 30. 50. - 3040 30 6050 XO (VTO) D BEDRM. •4/ BONUS 141. 16' X II' 24' X30" ATTIC ACCESS 5068 51 PASS CLOSET CLOSET 1 36 IJIGN RAILING 54,4 5066 BI -PASS O2EN TO BELOW BEDRM. 03 13' X 13' BEDRM. n 11' X 14' 6050 X0 5050 X0 UPPER FLOOR PLAN 6030 FX 3‘(7 5060 XO Design by : B.T. 7/16/2012 11:22 AM PROJECT : Myrtle house Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 Shear wall line AA: Step 1. Wind analysis on wall Wind loads per foot: Wl = 150lbft 1 Wig = 152.421bft 1 Distance between shear wall: L1 := 30.ft Shear wall panels: Laa := (18 + 13 + 5)ft Laa = 36 ft Percent full height sheathing: Wind Force: vaa 10•ft % :_ .100 % = 100 10•ft Max Opening Height = Oft-Oin, Therefore C0:= 1.00 per IBC Table 2305.3.8.2 (1A11 + WIE) L1 2 2 vaa = 63 lb ft 1 vaa 1 = 63 lb ft Laa Co Step 2. Seismic analysis on wall Seismic Weight per level: Wind loads per foot V2E = 6697.32 lb Assumed p := 1.0 Bldg Width in direction of Load: Lt := 31.5•ft V2E L1 0.7p•— — E Seismic Force: Eaa := Lt 2 Eaa = 62.01 lbftl = 62.011b ft-1 Seismic loads per foot Laa Co Step 3. Checking Overturning Moment & Holdown on Wall Overturning Moment on Wall: Plate Height: Pt:= 9.0•ft Laa := 5•ft OTM := Eaa•Laa Pt OTM = 2790.55lbft Dead Load Resisting Overturning: WR := 0.6(15•psf)•15•ft-Laa + 0.6•(10•psf)•Pt•Laa Base Plate Nail Spacing (2003 NDS Tablel l N) 16d Common Nails & 1 -1/2" Plate Hem -Fir ZN := 122•lb CD := L33 Z'N := ZN•CD Z'N = 162.26 lb Per Nail EN Bp := Bp • 2.62 ft Eaa L as DLRM := WR DLRM = 2362.5 lb ft Anchor Bolt Spacing (2003 NDS Table 11E) 2 5/8" Dia. Bolt (6" Embed) & 1 -1/2" Plate Hem -Fir Holdown Force & Net Uplift: OTM – DLRM HDFaa := HDFaa = 85.61 lb Co• Laa Step 4. Shear Wall Summary: As := 830•Ib CD := 1.6 ZB := As-CD ZB = 13281b As :_ Eaa ZB-Co As = 21.42 ft Per Bolt Wind Force: Seismic Force: B.P. Nailing Spacing A.B. Spacing Holdown Force: vaa -1 E = 62.0116 ft 1 Bp = 2.62 ft As = 21.42 ft HDFaa = 85.61 lb Co Co P1-6: 7/16" Sheathing w/ 8d nails @ 6" O.C. 16d @ 16" o.c. 5/8" A.B. @ 72" o.c. Wind Capacity = 339 plf Seismic Capacity = 242 plf Holdown Types: No Holdown *World of Designs & Engineers* 12- 54AE...mcd Design by : B.T. 7/16/2012 11:22 AM PROJECT : Myrtle house Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 Shear wall line BB: Step 1. Wind analysis on wall Wind loads per foot: WI = 150lbft 1 W1B = 152.421bft 1 Distance between shear wall: L1 := 30•ft Shear wall panels: Lbb := (5.5 + 5 + 3.5 + 3.5)ft Lbb = 17.5 ft (Percent full height sheathing: % := 10•ft 100 % = 100 10.ft Wind Force: vbb Max Opening Height = Oft -Oin, Therefore C0:= 1.00 per IBC Table 2305.3.8.2 (WI + WIE) L1 2 2 vbb = 129.61 lb ft Lbb Step 2. Seismic analysis on wall Seismic Weight per level: Seismic Force: Ebb vbb 129.61 lb ft 1 = Co Wind loads per foot V2E = 6697.32 lb V2E L1 0.7p Lt 2 Lbb Assumed p := 1.0 Ebb = 127.571b ft -1 Step 3. Checking Overturning Moment & Holdown on Wall Overturning Moment on Wall: Lbb := 3.5•ft OTM := Ebb' Lbb• Pt Dead Load Resisting Overturning: WR := 0.6(15- psf)•15•ft•Lbb + 0.6•(10•psf)•Pt•Lbb Bldg Width in direction of Load: Lt := 31.5•ft Ebb 1 = 127.57 lb ft Co Seismic loads per foot Plate Height: Pt:= 9.0.ft OTM = 4018.39 lb ft Lbb DLRM := WR 2 Holdown Force & Net Uplift: DLRM = 1157.63 lb ft OTM - DLRM HDFbb Co' Lbb Step 4. Shear Wall Summary: HDFbb = 817.36 lb Base Plate Nail Spacing (2003 NDS Tablet l N) 16d Common Nails & 1 -1/2" Plate Hem -Fir ZN := 122•1b CD := 1.6 Z'N := ZN•CD Z'N = 195.21b Per Nail Z' N Bp := Bp • = 1.53 ft Ebb Anchor Bolt Spacing (2003 NDS Table 11E) 5/8" Dia. Bolt (6" Embed) & 1 -1/2" Plate Hem -Fir As := 830•1b CD := 1.6 ZB := As•CD ZB = 1328lb As :_ Ebb ZB.Co As = 10.41 ft Per Bolt Wind Force: Seismic Force: E bb vbb = 129.61 lbft1 = 127.57Ibft 1 Co Co B.P. Nailing Spacing Bp = 1.53 ft 16d @ 16" o.c. P1-6: 7/16" Sheathing wl 8d nails @ 6" O.C. Wind Capacity = 339 plf Seismic Capacity = 242 plf A.B. Spacing As = 10.41 ft 5/8" A.B. @ 72" o.c. Holdown Force: E-IDFbb = 817.36 lb Holdown Types: No Holdown *World of Designs & Engineers* 12-54AE...mcd Design by : B.T. 7/16/2012 11:22 AM PROJECT : Myrtle house Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 Shear wall line CC: Step 1. Wind analysis on wall Wind loads per foot: W3 = 150 lb ft -1 W3E = 152.421b ft-1 Distance between shear wall: L1 := 35.5•ft Shear wall panels: Lcc := (30)ft Lcc = 30 ft Percent full height sheathing: % := 10-ft 100 % = 100 10.ft Max Opening Height = Oft -Oin, Therefore C0:= 1.00 per IBC Table 2305.3.8.2 (w3 + W3E) L1 Wind Force: vcc := 2 2 vcc = 89.471b f[ l vcc = 89.471b ft 1 Wind loads per foot Lcc Co Step 2. Seismic analysis on wall Seismic Weight per level: V2E = 6697.32 lb Assumed p := 1.0 Bldg Width in direction of Load: Lt := 55-ft Seismic Force: Ecc V2E L1 0.7p Lt 2 Lcc Sec = 50.43 lb ft Step 3. Checking Overturning Moment & Holdown on Wall Overturning Moment on Wall: Lcc := 30-ft OTM := vcc-Lcc-Pt Ecc Co = 50.431b ft 1 Seismic loads per foot Plate Height: Pt:= 9.0•ft OTM = 24155.87 lb ft Dead Load Resisting Overturning: WR := 0.6(l5•psf)•4•ft•Lcc + 0.6•(10•psf)•Pt•Lcc Base Plate Nail Spacing (2003 NDS Tablel l N) 16d Common Nails & 1 -1/2" Plate Hem -Fir ZN := 122-lb CD := 1.33 Z'N := ZN•CD Z'N = 162.261b Z'N Per Nail Bp := — Bp = 1.81 ft vcc DLRM := WR Lcc DLRM = 40500 lb ft Anchor Bolt Spacing (2003 NDS Table 11E) 2 5/8" Dia. Bolt (6" Embed) & 1 -1/2" Plate Hem -Fir Holdown Force & Net Uplift: OTM - DLRM HDFcc:- Co' Lcc Step 4. Shear Wall Summary: HDFcc = -544.8 lb As := 830-lb CD := 1.6 ZB := As•CD ZB = 13281b ZB•Co As :- vcc As = 14.84 ft Per Bolt Wind Force: Seismic Force: vcc = 89.471b ft 1 E cc = 50.43 lb ft 1 — Co Co B.P. Nailing Spacing A.B. Spacing Holdown Force: P1 -6: 7116" Sheathing wl 8d nails @ 6" O.C. Wind Capacity = 339 plf Seismic Capacity = 242 plf Bp = 1.81 ft As = 14.84 ft HDFcc = -544.8 lb 16d @ 16" o.c. 5 /8" A.B. @ 72" o.c. Holdown Types: No Holdown *World of Designs & Engineers* u, 12- 54AE... mcd Design by : B.T. 7/16/2012 11:22 AM PROJECT : Myrtle house Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 Shear wall line DD: Step 1. Wind analysis on wall Wind loads per foot: w3 = 1501bft 1 W3E = 152.421bft 1 Distance between shear wall: L1 := 19.5-ft Shear wall panels: Ldd := (13 + 4)ft Ldd = 17 ft (Percent full height sheathing: % := 10•ft 100 % = 100 10•ft Wind Force: vdd (W3 + W3E) L1 2 2 Ldd Step 2. Seismic analysis on wall Seismic Weight per level: Seismic Force: Edd . Ldd Max Opening Height = Oft-Oin, Therefore Co:= 1.00 per IBC Table 2305.3.8.2 vdd = 86.72 lb ft vdd -1 86.721b Co Wind loads per foot V2E = 6697.32 lb V2E L1 0.7p Lt 2 Assumed p := 1.0 Edd = 48.89 lb ft -I Step 3. Checking Overturning Moment & Holdown on Wall Bldg Width in direction of Load: Lt := 55-ft Edd 48.891b ft 1 Co Seismic loads per foot Overturning Moment on Wall: Plate Height: Pt:= 9.Uft Ldd := 17•ft OTM := vdd•Ldd•Pt Dead Load Resisting Overturning: WR := 0.6(15•psf)•4•ft•Ldd + 0.6•(10•psf)•Pt•Ldd OTM = 13268.721b ft Ldd DLRM := WR 2 Holdown Force & Net Uplift: DLRM = 13005 lb ft HDFdd := OTM — DLRM HDFdd = 15.51 lb Co' Ldd Step 4. Shear Wall Summary: Base Plate Nail Spacing (2003 NDS Tablel l N) 16d Common Nails & 1 -1/2" Plate Hem -Fir ZN := 122-lb CD := 1.33 Z'N := ZN•CD Z'N = 162.261b Per Nail Z'N Bp.= vdd Bp = 1.87 ft Anchor Bolt Spacing (2003 NDS Table 11E) 5/8" Dia. Bolt (6" Embed) & 1 -1/2" Plate Hem -Fir As := 830•lb CD := 1.6 ZB := As.CD ZB = 13281b As := ZB•Co vdd As = 15.31 ft Per Bolt Wind Force: vdd 86.721b ft 1 = Co Seismic Force: Edd 1 = 48.891b ft Co B.P. Nailing Spacing P1 -6: 7/16" Sheathing w/ 8d nails @ 6" O.G. Wind Capacity = 339 plf Seismic Capacity = 242 plf Bp =1.87ft A.B. Spacing Holdown Force: As= 15.31 ft HDFdd = 15.511b 16d @ 16" o.c. 5/8" A.B. @ 72" o.c. Holdown Types: No Holdown *World of Designs & Engineers* 12- 54AE... mcd Design by : B.T. 7/16/2012 11.22 AM PROJECT : Myrtle house Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 Shear wall line EE: Step 1. Wind analysis on wall Wind loads per foot: W3 = 150lbft 1 Distance between shear wall: Shear wall panels: Lee := (13)ft L1 := 19.5•ft L2:= 35.5.ft Lee = 13 ft Percent full height sheathing: % := (10-ft100 % = 100 10•ftJJ Wind Force: vee (w3) L1 + L2 2 2 Lee Step 2. Seismic analysis on wall Max Opening Height = Oft -Oin, Therefore C0:= 1.00 per IBC Table 2305.3.8.2 vee = 158.65 lb ft 1 vee = 158.65 lbft1 Co Wind loads per foot Seismic Weight per level: V2E = 6697.32 lb Seismic Force: Eee 0.7p. V2E LI + L2 Lt 2 Lee Assumed p := 1.0 Eee = 180.31 lb ft 1 Step 3. Checking Overturning Moment & Holdown on Wall Bldg Width in direction of Load: Lt := 55.11 Eee = 180.311bft1 Co Seismic loads per foot Overturning Moment on Wall: Lee := 13•ft OTM := Eee•Lee•Pt Dead Load Resisting Overturning: WR := 0.6(15•psf) -2 ft-Lee + 0.6410•psf)•Pt•Lee Plate Height: Pt:= 9.0.11 OTM = 21096.57 lb ft DLRM := WR• Lee — 2 Holdown Force & Net Uplift: DLRM = 6084 lb ft OTM - DLRM HDFee Co' Lee Step 4. Shear Wall Summary: HDFee = 1154.81 lb Base Plate Nail Spacing (2003 NDS Table11N) 16d Common Nails & 1 -1/2" Plate Hem -Fir ZN := 122•lb CD := 1.33 Z'N := ZN•CD Z'N B _ • vee Bp = 1.02 ft Z'N = 162.26 lb Per Nail Anchor Bolt Spacing (2003 NDS Table 11E) 5/8" Dia. Bolt (6" Embed) & 1 -1/2" Plate Hem -Fir As := 830•lb CD := 1.6 ZB := As'CD ZB•Co As :_ vee ZB = 13281b As = 8.37 ft Per Bolt Wind Force: Seismic Force: B.P. Nailing Spacing A.B. Spacing Holdown Force: Bp = 1.02 ft As = 8.37 ft HDFee = 1154.81 lb E vee =158.65lbft1 ee= 180.311bft1 Co Co P1 -6: 7/16" Sheathing w/ 8d nails @ 6" O.C. Wind Capacity = 339 plf Seismic Capacity = 242 plf 16d @ 12" o.c. 5/8" A.B. @ 72" o.c. Holdown Types: MST 37 *World of Designs & Engineers* 2`6 12- 54AE... mcd 6060 XOX 5068 SGD, 5G PLATFORM 6' AFF PROVIDED SEISMIC RESTRAINT STRAP PER 5082 OF 2009 UPC •' BOLLARD PROVIDE PRESSURE RELIEF VALVE TO EXTERIOR AND INSTALL APPROVED EXPANSION TANK KITCHEN_-_-_ -- 713' X 12' 1 -GAR G.4RAGg 20' X 24' 3' X 5' ISLAND III MN MIMI FAMILY ROOM 25' X 15' - PROVIDE ONE LAYER'S' as TYPE 'X' AT CEILNG5 0a 110N WITH HABITABLE AREAS -WHERE THE SEPARATION I5 A FLOOR- CEILING ASSEMBLY, CLAD ALL SUPPORT COLIY145, BEAMS AND WALLS LOTH ONE LAYER ,• GWB. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTIC AREA WITH NO LESS THAN 4 >' GUB CN THE GARAGE SIDE, 16080 MAIN FLOOR PLAN 1 M R LINE ABOVE B' X 2l' ACCE SPACE OFFICE/PEN 11' X 14' 6060 XOk 5660 X0X b • Design by : B.T. 7/16/2012 11:22 AM PROJECT : Myrtle house Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 Shear wall line A: Step 1. Wind analysis on wall Wind loads per foot: W2 = 102.35 lb ft-1 W2E = 128.761b ft Distance between shear wall: L1 := 30•ft Shear wall panels: La:= (23 +3.5 +3 +6)ft La =35.5ft Percent full height sheathing: Wind Force: va 10.ft Max Opening Height = Oft -Oin, Therefore Co:= 1.00 % := 100 % = 100 10•ft per IBC Table 2305.3.8.2 (w2 + W2E) L1 vaa• Laa + 2 2 va = 112.721b ft 1 va = 112.72 lb ft 1 La C o Step 2. Seismic analysis on wall Seismic Weight per level: Seismic Force: Ea:- Wind loads per foot VIE = 5743.18lb Assumed p := 1.0 Bldg Width in direction of Load: Lt := 30.ft VIE L1 Eaa•Laa+ 0.7p•- - E Lt 2 Ea= 119.511681 a= 119.51113ft1 La Co Step 3. Checking Overturning Moment & Holdown on Wall Seismic loads per foot Overturning Moment on Wall: Plate Height: Pt:= 9.04 La := 3.ft OTM := Ea La Pt OTM = 3226.73 lb ft Dead Load Resisting Overturning: WR := 0.6(15•psf)•15•ft•La+ 0.6•(l0•psf)4t•2•La+ 0.6(12•psf)•8•ft•La L a DLRM := WR• DLRM = 1352.7 lb ft 2 Holdown Force & Net Uplift: OTM - DLRM HDFa := HDFa = 624.68 lb Co•La Step 4. Shear Wall Summary: Base Plate Nail Spacing (2003 NDS Tablel l N) 16d Common Nails & 1 -1/2" Plate Hem -Fir ZN := 122•lb CD := 1.33 Z'N := ZN•CD Z'N = 162.26 lb Per Nail Z' N Bp := Bp = 1.36 ft Ea Anchor Bolt Spacing (2003 NDS Table 11E) 5/8" Dia. Bolt (6" Embed) & 1 -1/2" Plate Hem -Fir As := 830-lb CD := 1.6 ZB := As•CD ZB = 1328 lb ZB•Co As :_ Ea As = 11.11 ft Per Bolt Wind Force: Seismic Force: B.P. Nailing Spacing A.B. Spacing Holdown Force: va = 112 72 Ib ft 1 Ea = 119.51 lb ft 1 Bp = 1.36 ft Co Co P1 -6: 7/16" Sheathing w/ 8d nails @ 6" O.C. Wind Capacity = 339 plf Seismic Capacity = 242 plf As = 11.11 ft HDFa = 624.68 lb 16d @ 16" o.c. 5/8" A.B. @ 72" o.c. Holdown Types: Simpson STHD1ORJ *World of Designs & Engineers* 30 12- 54AE...mcd Design by : B.T. 7/16/2012 11:22 AM PROJECT : Myrtle house Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 Shear wall line B: Step 1. Wind analysis on wall Wind loads per foot: W2 = 102.35 Ibft 1 W2E = 128.761b11 1 Distance between shear wall: LI := (30.ft) Shear wall panels: Lb := (4.5 + 6.5 + 3)ft Lb = 14 ft Percent full height sheathing: Wind Force: vb 10•ft %:= • 100 % = 100 10.ft vbb Lbb + (W2 + W2E) L1 Step 2. Seismic analysis on wall Seismic Weight per level: Seismic Force: Eb Lb Max Opening Height = Oft-Oin, Therefore Co:= 1.00 per IBC Table 2305.3.8.2 2 2 vb = 285.82 lb ft 1 vb = 285.82 lb ft 1 Co Wind loads per foot VIE = 5743.18 lb VIE L1 Ebb -Lbb + 0.7p• Lt 2 Lb Assumed p := 1.0 Bldg Width in direction of Load: Lt := 30.ft Eb = 303.04 lb ft-1 Step 3. Checking Overturning Moment & Holdown on Wall Eb 1 = 303.041b ft Co Seismic loads per foot Overturning Moment on Wall: Plate Height: Pt:= 9.0.ft Lb := 3•ft OTM := Eb-Lb.Pt OTM = 8182.07Ibft Dead Load Resisting Overturning: WR := 0.6(15•psf)• 15•ft•Lb + 0.6•(10•psf)•Pt•2•Lb + 0.6(12•psf)•8•ft•Lb Base Plate Nail Spacing (2003 NDS Tablet l N) 16d Common Nails & 1 -1/2" Plate Hem -Fir ZN := 122.1b CD := 1.6 Z'N := ZN•CD Z' N Bp := Bp = 0.64 ft Eb Z'N = 195.2 lb Per Nail Lb DLRM := WR. - DLRM = 1352.7 Ib ft Anchor Bolt Spacing (2003 NDS Table 11E) 2 518" Dia. Bolt (6" Embed) & 1 -1/2" Plate Hem -Fir Holdown Force & Net Uplift: OTM - DLRM HDFb CO.Lb Step 4. Shear Wall Summary: HDFb = 2276.46 lb As := 830•lb CD := 1.6 ZB:= As•CD Zg = 13281b ZB•Co As :_ Eb As = 4.38 ft Per Bolt Wind Force: Seismic Force: vb = 285.821b ft E b = 303.04 lb ft 1 ft Co Co B.P. Nailing Spacing A.B. Spacing Holdown Force: Bp = 0.64 ft As = 4.38 ft 1-IDFb = 2276.46 lb 16d @ 6" o.c. 5/8" A.B. @ 48" o.c. P1-4: 7/16" Sheathing w/ 8d nails @ 4" O.C. Wind Capacity = 468 plf Seismic Capacity = 353 plf Holdown Types: STHD 10 RJ *World of Designs & Engineers* 12-54AE...mcd Design by : B.T. 7/16/2012 11:22 AM PROJECT : Myrtle house Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 Shear wall line C: Step 1. Wind analysis on wall Wind loads per foot: W2 = 102.35 lb ft -1 W2E = 128.761b 8 1 Distance between shear wall: L1 := 35.5.ft Shear wall panels: Lc := (30)ft Lc = 30 ft Percent full height sheathing: := —10-ft 100 = 100 0 % 10ft o Wind Force: vc Max Opening Height = Oft -Oin, Therefore Co:= 1.00 per IBC Table 2305.3.8.2 (W2 + W2E) LI vcc• Lcc + 2 2 1 vc = 157.84 lb ft Lc Step 2. Seismic analysis on wall vc = 157.84Ibft1 Co Wind loads per foot Seismic Weight per level: VIE = 5743.18 lb Assumed p := 1.0 Seismic Force: Ec VIE Ll Ecc•Lcc + 0.7p --- Lt 2 1 Ec = 93.681b ft Lc Step 3. Checking Overturning Moment & Holdown on Wall Bldg Width in direction of Load: Lt := 55.ft Ec 1 = 93.68 lb ft Co Seismic loads per foot Overturning Moment on Wall: Plate Height: Pt:= 9.4ft Lc := 30•ft OTM := vc•Lc•Pt OTM = 42615.58lbft Dead Load Resisting Overturning: WR := 0.6(15•psf)•4• ft-Lc + 0.6- (10•psf)•Pt•2•Lc+ 0.6(12•psf)•1•ft•Lc L DLRM := WR• � DLRM = 68040lbft 2 Holdown Force & Net Uplift: OTM - DLRM HDFc CO. Le Step 4. Shear Wall Summary: Wind Force: vc 1 = 157.84lbft Co HDFc = - 847.48 lb Base Plate Nail Spacing (2003 NDS Tablel l N) 16d Common Nails & 1 -1/2" Plate Hem -Fir ZN := 122•lb CD := 1.33 Z'N := ZN•CD Z'N = 162.26 lb B := Z'N B = 1.03 ft Per Nail P • P vc Anchor Bolt Spacing (2003 NDS Table 11E) 5/8" Dia. Bolt (6" Embed) & 1 -1/2" Plate Hem -Fir As := 830-lb CD := 1.6 ZB := As-CD ZB = 1328Ib ZB•Co As :_ vc As = 8.41 ft Per Bolt Seismic Force: B.P. Nailing Spacing A.B. Spacing Ec -1 = 93.68lbft Co P1 -6: 7/16" Sheathing w/ 8d nails @ 6" O.C. Wind Capacity = 339 plf Seismic Capacity = 242 plf BP= 1.03ft 16d @ 12" o.c. Holdown Force: As = 8.41 ft HDFc = - 847.48 lb 5/8" A.B. @ 72" o.c. Holdown Types: No Holdown *World of Designs & Engineers* 12- 54AE... mcd Design by : B.T. 7/16/2012 11:22 AM PROJECT : Myrtle house Achor, Inc. 'World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 Shear wall line D: Step 1. Wind analysis on wall Wind loads per foot: W2 = 102.35lbft 1 W2E = 128.76lbft 1 Distance between shear wall: L1 := 19.5.ft Shear wall panels: Ld :_ (24)ft Ld = 24 ft Percent full height sheathing: % := C 10 ft \ 100 % = 100 Max Opening Height = Oft-Oin, Therefore C0:= 1.00 10•ft per IBC Table 2305.3.8.2 vdd Ldd + (W2 + W2E) L1 Wind Force: vd := 2 2 vd = 108.371b1 ft Step 2. Seismic analysis on wall Seismic Weight per level: Ld vd 1 = ft 108.371b Co Wind loads per foot VIE = 5743.181b Assumed p := 1.0 VIE LI Edd•Ldd + 0.7p —•— Seismic Force: Ed := Lt 2 Ed = 64.32 lb ft -1 Ld Step 3. Checking Overturning Moment & Holdown on Wall Bldg Width in direction of Load: Lt := 55•ft Ed 1 = 64.321b ft Co Seismic loads per foot Overturning Moment on Wall: Plate Height: Pt:= 9.0.ft Ld := 24•ft OTM := vd•Ld•Pt OTM = 23408.56Ibft Dead Load Resisting Overturning: WR := 0.6(15.psf).4.ft.Ld + 0.6.(10.psf).Pt.2.Ld + 0.6(12•psf)•1•ft•Ld Ld DLRM := WR•- 2 DLRM = 43545.6 lb ft Holdown Force & Net Uplift: OTM - DLRM HDFd Co' Ld Step 4. Shear Wall Summary: HDFd = - 839.04 lb Base Plate Nail Spacing (2003 NDS Table11N) 16d Common Nails & 1 -1/2" Plate Hem -Fir ZN := 122•Ib CD := 1.33 Z'N := ZN-CD Z'N = 162.26 lb Z'N Bp := — vd Bp = 1.5 ft Per Nail Anchor Bolt Spacing (2003 NDS Table 11E) 5/8" Dia. Bolt (6" Embed) & 1 -1/2" Plate Hem -Fir As := 830-lb CD := 1.6 ZB := As.CD ZB = 1328 lb As := vd ZB-Co As = 12.25 ft Per Bolt Wind Force: Seismic Force: vd = 108.37Ibft Co B.P. Nailing Spacing A.B. Spacing Holdown Force: Ed = 64.321bft1 Bp = 1.5 ft Co 16d @16 "o.c. P1 -6: 7/16" Sheathing w/ 8d nails @ 6" O.C. Wind Capacity = 339 plf Seismic Capacity = 242 plf As = 12.25 ft HDFd = - 839.04 lb 5/8" A.B. @ 72" o.c. Holdown Types: No Holdown *World of Designs & Engineers* 12-54AE...mcd . ' • Design by : B.T. 7/16/2012 11:22 AM PROJECT : Mvrtle house Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 Shear wall line E: Step 1. Wind analysis on wall Wind loads per foot: W2 = 102.35 lb ft ft 1 W2E = 128.761b 1 Distance between shear wall: LI := 19.5.ft L2 := 31.5•ft Shear wall panels: Ld := (11 + 16)ft Ld = 27 ft (10 ft Percent full height sheathing: % 100 % 100 Max Opening Height = Oft-Oin, Therefore Co:= 1.00 := 1 = 10-ft per IBC Table 2305.3.8.2 (W2 + W2E) Ll + L2 2 2 Wind Force: 109.13 lb ft 1 vd = 109.13 lb ft1 Wind loads per foot vd := vd = Ld Co Step 2. Seismic analysis on wall Seismic Weight per level: VIE = 5743.18 lb Assumed p := 1.0 Bldg Width in direction of Load: Lt := 55•ft VIE LI + L2 0.7p E d Lt 2 Ed ft Seismic loads per foot Seismic Force: 69.03 lb 1 69.03 lb ft 1 Ed := = = Ld Co Step 3. Checking Overturning Moment & Holdown on Wall Overturning Moment on Wall: Plate Height: Pt:= 9.0.ft Base Plate Nail Spacing (2003 NDS Table11N) Ld := 11•ft OTM := vd•Ld•Pt OTM = 10804.28lbft 16d Common Nails & 1-1/2" Plate Hem -Fir Dead Load Resisting Overturning: ZN := 122•lb CD := 1.33 Z'N := ZN•CD Z'N = 162.26 lb WR := 0.6•(10•psf)•Pt•2•Ld + 0.6(12•psf)•1 •ft•Ld Per Nail Z N Bp= 1.49ft Bp•= • vd L d DLRM := WR• DLRM = 6969.6 Ib ft Anchor Bolt Spacing (2003 NDS Table 11E) 2 5/8" Dia. Bolt (6" Embed) & 1 -1/2" Plate Hem -Fir Holdown Force & Net Uplift: AS := 830-lb CD := 1.6 ZB := AS•CD ZB = 13281b OTM - DLRM lb HDFd :- HDFd = 348.61 ZB Co co. Ld 12.17 ft Per Bolt As := As = vd Step 4. Shear Wall Summary: Wind Force: Seismic Force: B.P. Nailing Spacing A.B. Spacing Holdown Force: Holdown Types: No Holdown vd -1 Ed -1 B = 1.49 ft As = 12.17ft HDFd = 348.61 lb — = 109.13 lb ft — = 69.03 lb ft p Co Co 16d @ 12" o.c. 5/8" A.B. @ 72" o.c. P1 -6: 7/16" Sheathing w/ 8d nails @ 6" O.C. Wind Capacity = 339 plf Seismic Capacity = 242 plf *World of Designs & Engineers* 36c 12- 54AE... mcd • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 9, 2012 Ben Tran The Residential Group 35109 Pacific Hy S Federal Way, WA 98003 RE: Correction Letter #2 Development Permit Application Number D12 -277 TL Investments, Lot 4 — 4050 S 146 St Dear Mr. Tran, 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 Planning Department. At this time the Building, Fire and Public Works Departments have no comments. Please contact the following individuals if you have questions regarding the attached comments. Planning Department: Brandon Miles at 206 431 -3684 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. Sincerely, -,0 "R,1, Bill Rambo Permit Technician encl File No. D12 -277 WAPermit Center \Correction Letters\2012\D12 -277 Correction Letter #2.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 0 1 PLANNING DIVISION COMMENTS DATE: October 4, 2012 CONTACT: Ben Tran RE: D12 -277, Correction 1 ADDRESS: 4050 S. 146th St. ZONING: LDR Planning has reviewed the above building permit application and corrections are required. 1. In Planning's first correction letter it was noted that the house did not meet setbacks due to a fire insert in the side setback. The correction provided does not address planning's comments. Sheet SP1 shows an intrusion in the side setback and sheet A3 shows the fire insert. As was noted in the first correction letter, the fire insert bump out is not permitted within the five foot setback area. Remove the insert or reconfigure the house layout to comply with setback requirements. • City of f Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director September 26, 2012 Ben Tran 35109 Pacific Hy S Federal Way, WA 98003 RE: Correction Letter #1 Development Permit Application Number D12 -277 TL Investments, Lot 4 — 4050 S 146 St Dear Mr. Tran, 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 Public Works Departments. At this time the Fire Department has no comments. Please contact the following individuals if you have questions regarding the attached comments. Building Department: Planning Department: Public Works Department: Allen Johannessen at 206 - 433 -7163 Brandon Miles at 206 431 -3684 Joanna Spencer at 206 431 -2440 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. encl File No. D12 -277 yv\i4 W:\Permit Center \Correction Letters \2012 \D12 -277 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 0 B Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: August 23, 2012 Project Name: TL Investments Lot 4 Permit #: D12 -277 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 site plan with elevation bench marks at the street, and specify finish floor elevation of the new house to show finish grade has sufficient sloping away from the house and provides sufficient sloping for the footing drain discharge system. 2. On the site plan provide additional plan details to identify a footing drain or a crawl space water - discharge system. Show footing drain details on elevation details. 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. Provide a door and window schedule. Schedules shall provide the specifics for the doors and windows and specify those with safety glazing. In addition show on the plan a key to each door and window keyed to the schedules. Safety glazing shall be specified at the soaking tub shown on the plan. 4. Specify or label the elevation views as North East South and West. 5. A furnace could not be located on the plans. Show where the furnace is located. Show on the floor plan an 18 inch high appliance platform in the garage for the gas appliances. 6. Specify the house as sprinkled. Coordinate with the fire department for specific requirements. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. • • PLANNING DIVISION COMMENTS DATE: August 24, 2012 CONTACT: Ben Tran RE: D12 -277 ADDRESS: 4050 S. 146th R. ZONING: LDR Planning has reviewed the above building permit application and corrections are required. 1. The house does not meet setbacks along the west property line. The fire insert bump out is not permitted within the five foot setback area. Remove the insert or reconfigure the house layout to comply with setback requirements. 0 B PUBLIC WORKS DEPARTMENT COMMENTS DATE: September 25, 2012 PROJECT: TL Investments Short Plat ( Lot 4) 4050 S 146th St PERMIT NO: D12-277 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. 1) Please make sure that the edge building foundation does not encroach into an existing easement. 2) Submit Water Availability letter from WD #125 or a copy of WD #125 Water Meter permit. See attached form. Please note that the new home shall have a fire sprinkler system installed, which required installation of a Double Check Valve Assembly (DCVA) as backflow protection. 3) Submit Certificate of Sewer Availability from Valley View Sewer District @ (206)242 -3236; (form is attached) or copy of sanitary sewer service permit. 4) Show site existing and proposed contours. Show driveway spot elevations /slope direction. 5) Submit a site plan prepared by a WA State licensed professional engineer. Plan shall show all existing and proposed utility lines and site work. Show required storm drainage level trench for proposed residence 6) Please submit a construction cost estimate for utilities site work. See attached Public Works Bulletin Al, A2. Please fill out item 2 on page 1 of Bulletin A2. W:Other /Joanna /D12- 277.doc PER- • r r-- co .�� ��1 COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D12 -277 DATE 10 -26 -12 PROJECT NAME: TL INVESTMENTS - LOT 4 SITE ADDRESS: 4050 S 146 ST Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTMENTS: G 10. Building uivision O kvv Public Works Mv\ Fire Prevention Structural N P• 2 ' ',2 Planning Division my ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 10-30 -12 Not Applicable Comments: Permit Center Use.Only • ' INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11 -27 -12 Approved ❑ Approved with Conditions 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 ItE co PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -277 DATE: 10 -12 -12 PROJECT NAME: TL INVESTMENT - LOT 4 SITE ADDRESS: 4050 S 146 ST 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 Y7n■ Awc tO • lL1/ ` I t- Planning Division Permit Coordinator P!1' DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-16-12 Complete [56 Incomplete Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route 1K Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 11 -13 -12 Not Approved (attach comments) ❑ DATE: Permit. Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • PE J+ C . ti) PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12- 277 DATE: 10 -02 -12 PROJECT NAME: TL INVESTMENTS - LOT 4 SITE ADDRESS: 4050 S 146 ST Original Plan Submittal X Response to Correction Letter # 1 _ Response to Incomplete Letter # Revision # After Permit Issued EPARTMENTS: uilding ivision 'PiCl6lic orks Fire Prevention Structural d�V Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 10-04 -12 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: REVIEWER'S INITIALS: Please Route Structural Review Required No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions DUE DATE: 11 -01 -12 Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Pennit Center Use Only • CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ PIng' PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PERNT CO D COPY ir PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -277 DATE: 08 -17 -12 PROJECT NAME: TL INVESTMENTS - LOT 4 SITE ADDRESS: 4050 S 146 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Alr Aux. sto, AtieA ot,1411- ire Prevention Planning Division Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 08-21 -12 Not Applicable Comments: Permit Center Use Only -.: INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route 14 Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09 -18-12 Approved ri Approved with Conditions ❑ Not Approved (attach comments) Eyvi Notation: REVIEWER'S INITIALS: DATE: Permit Center Use "Only :` r '' ,.�'p "�' t e q' (' ' CORRECTION LETTER MAILED: t\ ! L 1 t Departments issued corrections: Bldg J Fire ❑ PIng)t PWpi Staff Initials: . 4 Documents/routing slip.doc 2 -28 -02 PROJECT NAME: 'TL t-7 Le LI PERMIT NO: • �-- �-7 7 SITE ADDRESS: 'liar() S 11.4 b ORIGINAL ISSUE DATE: (0 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 J0— ittOtilti rr�(--iz Summary of Revision: e,1nq,tnG1. -e 4i,v4r Slot- b on c, Ira,ttio Summary of Revision: / 4 ( ', - r# ` Received by: j, - ' REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City *Tukwila O REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 ��D ''J " Plan ChecWPermit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 1- L J Project Address: Contact Person: 4 D SU S Summary of Revision: Phone Number: ITV OF TUKWILA I OCT 2620121 PERMIT P.FNTFP Sheet Number(s): sp � f,orcr "Cloud" or highlight all areas of revis n including, to o revisio Received at the City of Tukwila Permit Center by: El---Entered in Permits Plus on tO--" H:\ Applications \Forms - Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 • 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 l'.i.1.,,r4r,ii..."..'.74,:44-v..,:ht.1- '.'.' ' • rTTIt�L'- ht 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 -277 ❑ 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: TL Investment — Lot 4 Project Address: 4050 S 146 St Contact Person: Summary of Revision: Phone Number: 12'LnnIn t)12-12-6(%/1 on e- mmnur DI ►V /'. 5 -5� PIECEIVED P OF TuKvinut OCT 12 20121 Sheet Number(s): ENTER "Cloud" or highlight all areas of revision including date of revisi Received at the City of Tukwila Permit Center by:1/"f �-- Entered in Permits Plus on l 0 — ��—� \applications\forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard. Suite 1%100 Tukwila, Washington 98I88 Phone: 206- 431 -3670 Fax: 206. 431 -3665 Web site: /ra: /hvww.ci.takwila wa,j Revision submittals must be subntiltecl in person at the Permit Center. Revisions will nw be accepted through the mail. fax. etc. Date: Plan Check/Permit Number: D 12 -277 ❑ Response to Incomplete Letter fl ® Response to Correction Letter to I ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: TL investments, Lot 4 Project Address: 40505 146 St Contact Person: fan Phone Number: ____1 _f1 J /i!1_� Summary of Revision: 60114k41a- L—alatined_o 12- Vortioii•16 W=C161/16-- wog-14 Sheet Number(s): "Clout!" or highlight all areas o ion includittj Received at the City of Tukwila Permit Center by: 4 Entered in Permits Plus on date a rev' i u RECEIVED OCT' 02 26121 \nppticatia 1 .tbfn,s- npplicatixms on iine+rcrisuw submittal COMMUNITY DEVELOPMENT City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http://www.ci.tukwila.wa.us CERTIFICATE OF WATER AVAILABILITY PERMIT NO.: Part A: To be completed by applicant Site address (attach map and legal description showing hydrant location and size of main): 1/0.4D WeiticiF4WZ J41/4 Owner Information Agent/Contact Person` Name: kij,A.h/ NayNig. Name: /49,00,) f'fh=i,rV Address: Zy/S, 62 dlp ewe *acre 2SC4'vA Address: Sy3o 5. /6012` idev+y Sr.,s- ..Ac. 9aG /td Phone: 206,3 %rte x'97, 94~0 Phone: 2Q6 —21.,?__ 6yaz This certificate is for the purposes of: Er Residential Building Permit 0 Commercial /Industrial Building Permit ❑ Rezone ❑ Other ❑ Preliminary Plat ❑ Short Subdivision , /44/6W rr Estimated number of service connections and water meter size(s): / lNAJ'L =od /WETFi2S' Vehicular distance from nearest hydrant to the closest point of structure is 2111s' ft. Area is served by (Water Utility District): # /QS- Owner /Ag t Signature Date VivAwz Part B: To be completed by water utility district 1. The proposed project is within 2. ©'Io improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: �ukw�U4 /-GI (City/County) /U/4- (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 24301 gpm at 20 psi residual for a duration of 2 hours at a velocity of / 5 fps as documented by the attached calculations. 5. Water a ility: Acceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. System is not capable of providing service to this project. GORRECTIOfd I hereby certify that the above information is true and correct. ►V Lt tur8 I.C9 AT�t2 D i ST. / 2-5 Agency one U 206 - Z.- `%5 t/ 7 Printed: 9 -16 -03 Revised: 8 -2009 By Date CITY •F TUKWVA OCT022012 PERMIT CENTER • Attachment to Certificate of Water Availability ang County aaer District No. 125 The following terms and conditions apply to the attached Certificate of Availability ( "Certificate ") 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the. City of Tukwila ( "City "). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, expressed or implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other policies and regulation then in effect. Applicant's Signature District Representative A.4 P ,Q Date Gj l4, 20a RECEIVED Date 7 —}_TY OF TUKWILA OCT 022012 PERMIT CENTER 14816 Mil Road South P.O. Box aug50 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY Residential: $50 Commercial: $100 'g Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) ❑ Other Purpose of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Short Subdivision ❑ Rezone Proposed Use: A. Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: .�, / p�f4/l� Phone: ZO - �e2 — 6 �a� PropePty Address or Approximate Location: 4o :/./..w� ru 144. S. /y6 - Tax Lot Number: al Description(Attach Map and Legal Description if necessary): 0046-06o .21. T4 t Arils #D,s.1C DZ4C7T -or 01.21 3, yij O}G 771M ,,) /GA S/f1' €77 P'- 7'-- Lo9'— 066. Part B: (To Be Completed by Sewer Agency) 1. �a. Sewer Service will be provided by side sewer connection '/1/ deet.fsrthe site and the sewer system only to an existing Go size sewer has the capacity to serve the proposed use. sewer system of: to reach the site; and /or on the site; and /or OR ❑ b. Sewer service will require an improvement to the ❑ (1) feet of sewer trunk or lateral ❑ (2) the construction of a collection system ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. 1E6. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) A King County /METRO Capacity Charge will be billed directly by King County after connection to the sewer system. b. Easements: ❑ Required CI May be Required CORRECTION LTR# c. Other: Silver 4kad 44Pt�r ory Go iwii/oA ctiAe9� be In c *rin/i7i1 ef, 74ii., o� ConAre,, ,,on RECEIVED IN 1 1 I.°, 7 CITY OFTUKWI. I hereby certify that the above sewer agency in ormation is true. This certification shall be va CI or one y01ar from the date of signature. PERMIT CENTER By stS_ Jra bLCfvr Title Date • • ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non - Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that I have received the Certificate of Sewer Availability/Non- Availability and this Attachment, and fully understand the terms and conditions herein. Applicant's Signature Date f/s/ra/2 RECEIVED CITY OF TUKWIL_A OCT 0 2 2012 PERMIT CENTER Contractors or Tradespeople Prrer Friendly Page General /Specialty Contractor A business registered as a construction contractor with LEI 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 Phone Address Suite /Apt. City State Zip County Business Type Parent Company GREENBUILD CORPORATION 2066952347 5041 Renton Ave S Seattle WA 98118 King Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 603061584 Active GREENC'909QQ Construction Contractor 11/18/2010 11/18/2012 General Unused Business Owner Information Name Role Effective Date Expiration Date HUYNH, CAO VAN President 11/18/2010 Amount HUYNH, HUONG THI Vice President 11/18/2010 PC83189 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 CBIC SI7923 11/12/2010 Until Cancelled $12,000.00 11/18/2010 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 3 Preferred Contractors Ins Co R PC83189 05/01 /2012 05/01 /2013 $1,000,000.00 05/02/2012 2 United Specialty Insurance Corn SIG0001318 11/15/2011 11/15/2012 05/02/2012 $1,000,000.00 11/16/2011 1 Preferred Contractors Ins Co PC77251 11/15/2010 11/15/2011 $1,000,000.00 11/18/2010 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 10/23/2012 -_- - ZUtt';► —5 E+ C-StTl T.4 Z-5t t1 TT Stab -on- grade insulation shall he placed on the outside of the foundation or on the inside of the foundation wall. The insulation shall extend downward from the top of the slab for a minimum distance of 24 inches or downward to at least the bottom of the slab and then horizontally to the interior or exterior for the total distance of 24 inches. Above grade insulation shall he protected. A two -inch by 2- inch (maximum) nailer may be placed at the finished floor ovation for attachment of interior finish materials. Provide otection for exterior -laced insulation, PLANNING APPROVED No changes can be made. to these plans without approval from the Planning Division of DOD Approved By:, PD Date:, 10 J 1. %" DIA. ANCHOR BOLT 0 72" O.C. U.N.O. IN SHEAR WALL SCHEDULE W/ 7" MIN. EMBEDMENT 2. 2X PRESSURE TREATED SILL PLATE U.N.O. IN SHEAR WALL SCHEDULE 3. SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE 4. 4" CONCRETE SLAB OVER 4" COMPACT FILL 5. FINISH GRADE OR SLAB AS OCCURS 6. (2) #4 REBAR CONTINUOUS BOTTOM OF FOOTING W/ #4 BARS UPPER 12" OF WALL 7. #4 BARS VERTICAL WITH STANDARD HOOK 0 48" O.C. MONOLITHIC SLAB 86 FOOTING SCALE: N.T.S. F 1. 2x STUD WALL PER PLAN 2. 2x PRESSURE TREATED SILL PLATE W/ PDPW -300 INTERIOR ANCHOR 12" O.C. 3. CONCRETE SLAB PER PLAN 4. (2) #4 REBAR CONTINUOUS IN FOOTING INTERIOR CONT. THICKENED FOOTING SCALE: N.T.S. 1. WOOD COLUMN PER PLAN 2. SIMPSON PB POST BASE AS OCCURS (U.N.O ON THE PLAN) 3. #3 TIES AT 10" O.C. AT PEDESTAL 4. (4) #4 DOWELS W/ ALTERNATE BEND FOR PEDESTAL 5. FINISH GRADE OR CONCRETE SLAB WHERE OCCURS 6. 12" SQUARE CONCRETE PEDESTAL (OPTIONAL) 7. CONCRETE FOOTING 8. 2 - #4 BARS EACH WAY (U.N.O. ON THE PLAN) 9. ARCHITECTURAL COVER, SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION WOOD COLUMN AT FOOTING SCALE: N.T.S. 9 I- \ SEPARATE PERMIT OR ❑ Mechanical n• Electrical ❑ Plumbing O Gas Piping City of Tukwila BUILDING DIVISION 50. -0. 30' -6' 19' -6' / 100 O24 P.T. POST ON 24" DIA. X 10" THICK CONC. FOOTING ■ P SLAB ON GRADE I 30 4' 4' L P CONC. SLAB ON I COMP. FILL TYP. I —1 100 101 SLAB ON GRADE I— 1 ■ 36' 42 4' CONC. SLAB ON L 4' COMP. FILL TYP. —I SLAB ON GRADE L- 36' 4' CONC. SLAB ON 4' COMP. FILL TYP. 102 F - -- 1 102 r - -- SLOPE 3/16' / FT TOWARD DOORS SLAB ON GRADE • ' yF, .a t cS' / s /S` So ,.5' - VP L �A, ��..... f. ;v°,n 0F" : ° ,, kt - `" s 4' CONC. SLAB ON 4' COMP. FILL TYP. P I ,iii, ,�f ,� `-s . ,. �z � �.�` F $� \N tom - �`` . — I6' -3' , ' I'.„. -102' I' -42' i 100 24 S ON 24I— --ii 102 � II G r; II' -9' 0 1 9' -I0' I / 8.'4' / / 30' -6' 19' -6' 50' -0' I' FOUN4TION FR4MING PLAN - ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED - SOFFIT, VENT, AND INSULATE ALL CANTILEVERED AREAS - PROVIDE SOLID BLOCKING OVER SUPPORTS - ALL FOOTINGS TO REST ON UNDISTURBED SOIL - PROVIDE SUPPLEMENTAL JOISTS /BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN El PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) - PROVIDE COPY OF CONCRETE "BATCH TICKET" ON SITE FOR REVIEW BY BUILDING OFFICIAL SCALE: 1/4" = 1' -0" CONSTRUCTION NOTE: * REFER TO "S" SHEETS FOR WHICH CONTAIN STRUCTURAL DETAILS REFERENCES, FRAMING PLANS, SHEAR WALL KEY PLAN, & NOTES. * CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS, DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. * NO FIELD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. REVISIONS No changes shall be made to the scope cf work without prior approval of Tukwila Building Division TOTE: Revisions will require a new plan submittal I and may ine!ude additional plan review ix3. 1 1 1 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 3 0 2012 City of BUILDING to ISION FILE COPY Permit No.. 2 (2-11 P1^ri r^view approval is subject to errors and omissions. /,',;717 ;a 1 of construction documents does not arc 73 tt :!ation of any adopted code or ordinance. Recpt of pproved Field Copy and cones is aclanowledgpd: By Dates ..,� Il� / — City Of Tukwila BUILT O DIVISION REVISION NO.L RECEIVED CITY OF TUKWILA OCT 2 6 2012 PERMIT CENTER FOUNDATION NOTE: USE FOOTING SCWEULE MIN. 6" WIDE POST BELOW BEAM SPLICES P.T. 4 X 4 POSTS BELOW 4 X BEAMS U.N.O. P.T. 6 X 6 POST BELOW 6 X BEAMS U.N.O. USE USE O24 P.T. POST ON 24" DIA. X 10" THICK CONC. FOOTING ■ 24 P.T. POST ON 24" DIA. X 10" THICK CONC. FOOTING W/ (3) #4 BARS EACH. WAY 30 P.T. POST ON 30" X 30" X 12" THICK CONC. FOOTING W/ (3) # 5 BARS EACH WAY ■ 36 P.T. POST ON 36" X 36" X 12" THICK CONC. FOOTING W/ (4) # 5 BARS EACH WAY ■ 42 P.T. POST ON 42" X 42" X 12" THICK CONC. FOOTING W/ (4) # 5 BARS EACH WAY ■ FOOTING SIZES BASED ON 1500 psf SOIL BEARING CAPACITY b11277 W Q EXPIRES 12/28/ t'z, PREPARED BY: 0 �7 g:a •=> cm? nee a a) • Cj) LU C 0) a) 0 V L 0 PHONE: 253 - 835 -1516 HIGHWAY S U Li U 0 A) O to FEDERAL WAY, WA 98003 FAX: 253 - 441 -4207 GC 0 Y: B.T. D ATE: 5/1/08 CHECKED: J.K. SHEET NO. S2 JOB NO. I 2-56AE l 0 —J z O T s \Lot 4 —SITE PLAN.dwg — GemTurley Short Plat \CADD \Drawings \Building Perm L: \Working \R0940 a 0 C a \ • N / • i I Pelln!t . p!'? r-vi cii' approval is sub* = to error3 Pn 1. m!s$ "ns. t..`; ;4 0? constructpn docu, tlt8 does not Lith( 5Q, STREAM L :: tio"E f any wed or ordi.larlce. { J iIf #BUFFER !" of Lpproved FIT Cdpy and condiins is ac t J: ' By \ i Data: r •- Z - I City Of Tukwila \ BUILDING DIVISION \. I \ / \. / -, r7 co krs \-\\T C'. N co 1 DOWNSPOUT (TYP) N01 °07'35 "E BSBL LOT 4 l' (11,457 SQ. FT,)/ PROPOSED SINGLE FAMILY RESIDENQE FFE= 280.00 cC� [' f PORCHN .. a ,WALXW.4Y�� 5.0' .0' ,,1154 PUBLIC r- STOM DRAIN EA�SEMENT� +I I (.17.) mI D ° DRIV6WAY • 0 Q ro I 61.31' N87°44141114/ i / I AD o BSBL PLAN PLAN HORIZON (AL GRAPHIC SCALE 10 5 0 5 10 1 inch = 10 ft. 30: . • -. 1- LEGEND 0 PROPERTY LINE BSBL RIGHT OF WAY LINE RIGHT OF WAY CENTERLINE — ADJACENT PROPERTY LINE CORNER SET CEMENT CONCRETE PAVEMENT ASPHALT PAVEMENT PROPOSED RESIDENCE PROPOSED INFILTRATION TRENCH No cha►� REVISIONS geochalltiemadetotheR Cf 'vo k without prior a scope Tukwila Building ision. ! of NOT:. I;v.ti'�; -. U;rg Grvisic:n, ar-j ;ti,on3 will require a new plan submittal 7 is ; 'ude add :Nona, plan review fec3. FOUNDATION • Z co 4" PVC DOWNSPOUT DRAIN LINE FINISH GRADE BACKFILL PROVIDE 12" MIN COVERAGE pF DRAIN. '-WITH CLEAN 1 1/2" - 3/4" WASHED' ROCK •p • FILTER- FABRIC (MIRAFI 100X OR EQUIVALENT) NOTES: DRAIN LINES TO BE SEPERATE AND TIGHT. PROVIDE CLEAN OUTS, ELBOWS AND OTHER FITTINGS AS NEEDED. 4" PERFORATED PVC FOOTING DRAIN LINE DRAINAGE DETAIL SECTION A -A SCALE: NONE REVIEWED FOR ODE COMPLIANCE APPROVED OCT 18 2012 City of u ila BUILDING VISION r— CD 2.0' DRIVEWAY FINISH GRADE WASHED ROCK 3/4" - 1 1/2" DISPERSION TRENCH SECTION SCALE: NONE WRAP WASHED ROCK ENTIRELY WITH FILTER FABRIC NATIVE FILL EXISTING GROUND 24" 4" RIGID PERFORATED PVC PIPE LAID LEVEL (TYP) WASHED ROCK 3/4" - 1 1/2" INFILTRATION TRENCH SECTION C1 SCALE: NONE CONSTRUCTION NOTES: a CONSTRUCT DISPERSION TRENCH (15'L X 2'W X 0.5'D) PER DETAIL 2. 0 CONSTRUCT CONCRETE DRIVEWAY. Q INSTALL 1" WATER SERVICE LINE. 05 UTLITIES TRENCH (POWER, GAS, CABLE & TV). CI INSTALL 4" SIDE SEWER LINE 2.0% SLOPE MINIMUM. O INSTALL 22 LF OF 4" PVC AT 0.50% SLOPE MINIMUM. CONNECT TO EXISTING DRAIN STUB. a CONSTRUCT 2` X 10' LEVEL TRENCH WITH PERFORATED PIPE PER DETAIL 1. 09 INSTALL CATCH BASIN OR AREA DRAIN WITH SOLID LID. 10 INSTALL 20 LF OF 4" PVC FOOTING DRAIN AT 0.50% MINIMUM. 11 INSTALL 20 LF OF 4" PVC ROOF DRAIN AT 0.50% MINIMUM. • INSTALL 4" PVC FOR ROOF DRAIN AND 4" PERFORATED PVC FOR F0011NG DRAIN. SLOPE TO DRAIN. 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 SEPARATE PERMIT REQUIRED FOR �0 Mechanical .psi Electrical 0 Plum!** O Gas Pimp City of Tukwila BUILDING DIVISION CONSULTANTS CIVIL: PBG, LLC 5130 - S. 166TH LANE SEATAC, WA 98188 (206) 229 -6422 CONTACT: HAN PHAN, P.E. OWNER INFORMATION TL INVESTMENT GROUP, LLC 2415 - 62ND AVE SE MERCER ISLAND, WA 98040 (206) 399 -5973 CONTACT: KHAN HUYNH TAX PARCEL NUMBER 0040000238 MAXIMUM BUILDING COVERAGE HOUSE AND COVERED PORCH (INCLUDING OVERHANG) 1,451 SQ. FT. TOTAL 1,451_ SQ. FT. 1,451 / 11,457 =0.127 X 100% = 12.7% MAXIMUM BUILDING COVERAGE 585 SQ. FT. MAXIMUM IMPERVIOUS SURFACES HOUSE AND COVERED PORCH (INCLUDING OVERHANG) 1,451 SQ. FT. WALKWAY 60 SQ. FT. DRIVEWAY 585 SQ. FT. TOTAL 2,096 SQ. FT. 2,096 / 11,457 =0.183 X 100% = 18,3% MAXIMUM IMPERVIOUS SURFACE NOTES: CORRECTION LTR# 1. KEEP INFILTRATION TRENCH 5' MIN. FROM PROPERTY AND 15' MIN. FROM HOUSE FOUNDATION. 2. BUILDING LOCATION ESTIMATED FROM SITE PLAN PROVIDED BY CLIENT. 3. SEE SHEET EC1 FOR TEMPORARY EROSION SEDIMENT CONTROL PLAN AND DETAILS. NO. DATE BY REVISION DESCRIPTION JOB NO. R09401 ISSUE DATE 9 -12 -2012 DESIGNED BY: DRAWN BY: H. H. PHAN H. H. PHAN CHECKED BY: PROJ. MNGR: y, n G.�, L L J J Land Planning • Civil Engineering 5130 South 166th Lane SeaTac, WA 98188 T (206) 229 -6422 TL INVESTMENT GROUP - LOT 4 RESIDENCE 4050 S. 146TH STREET TUKWILA, WA 98168 SITE PLAN RECEI'v F 'CITE' OF TL�K�.,'Is REFERENCE SHEET NO. SP1 OCT 0 2 2012 PERMIT -:ENTER, SHEET 1 OF 1 SHEETS Cx= NERAL NOTES: COPES: DESIGN IS IN ACCORDANCE WITH THE 2009 INTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. - LIVE LOADS: ROOF 25 PSF (PG) FLOOR 40 PSF DECKS 60 PSF LATERAL WIND EXPOSURE B 85 MPH SEISMIC PER ZONE D SITE WORK: UNLESS A SOILS INVESTIGATION REPORT BY A LICENSED SOILS ENGINEER IS PROVIDED THE FOUNDATION DESIGN IS BASED UPON AN ASSUMED AVERAGE SOIL BEARING CAPACITY OF 1500 PSF. EXTERIOR FOOTING SHALL BEAR IS' MINIMUM BELOW FINISHED GRADE UNLESS NOTED OTHERWISE. ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED EARTH BELOW ORGANIC SURFACE SOIL. ALL BACK FILL MATERIAL SHALLBE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLOMNS. CONCRETE: REFER TO STRUCTURAL NOTES. CARPENTRY: FOR LUMBER STRENGTH (REFER TO STRUCTURAL NOTES WOOD VEARING ON OR INSTALLED WITHIN I -INCH OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2X THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORTING OF JOIST AND RAFTERS. ALL NON BEARING WALLS OR PARTITIONS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD OR RAFTER WITH AN APPROVED FASTENER TO ENSURE THAT THE T4RUSS BOTTOM CHORD OR RAFTER WILL NOT BEAR ON THE WALL OR PARTITION. APPROVED HANGERS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TRUSSES. ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS SO AS TO FORM INTEGRAL PART OF THE WHOLE STRUCTURE. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACE ALL TRUSSES. FIREPLACES: ALL MASONRY FIREPLACES AND CHIMNEYS SHALL BE CONSTRUCTED TO CONFORM TO ALL APPLICABLE PORTIONS OF BUILDING, MECHANICALL AND ENERGY CODES. FLUE LINER MINIMUM, 5/8 -INCH FIRE CLAY (OR EQUIVALENT) PER IRC. FLUE AREA SPECIFICALLY DESIGNED TO SUPPORT ADDITIONAL LOADS_ ALL FIREPLACES SHALL BE PROVIDED WITH TIGHTLY FITTING FLUE DAMPERS, OPERATED WITH A READILY SOURCE OF COMBUSTION AIR. MINIMUM DUCT SIZE OF 6 SQUARE INCHES IN AREA PROVIDED WITH READILY ACCESSIBLE DAMPER LOCATED IN FRONT PART OF FIREBOX. PREFABRICATED FIREPLACES, CHIMNEYS, AND RELATED COMPONENTS TO BEAR UF. OF IRC SEAL OF APPROVAL AND TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. HEARTH SHALL EXTEND 20- INCHES (MIN) IN FRONT OF AND 12- INCHES (MIN) BEYOND EACH SIDE OF FIREPLACES OPENINGS_ FIREPLACES SHALL BE PROVIDED WITH TIGHTLY FITTING GLASS OR METAL DOORS. INSULATION AND MOISTURE PROTECTION: UNLESS NOTED OTHERWISE, INSULATION SHALL CONFORM TO THE WASHINGTON STATE ENERGY CODES. INSULATION BAFFLES TO MAINTAIN I -Z INCH CLEAR SPACE ABOVE INSULATION. BAFFLES TO EXTEND 6- INCHES ABOVE BATT INSULATION. BAFFLES TO EXTEND 12- INCHES ABOVE LOOSE FILL INSULATION. INSULATE BEHIND BATHTUBS, SHOWERS, PARTITIONS AND CORNERS. FACE STAPLE BATT. FRICTION FIT FACED BATT. USE 4 MIL (0.004') POLYETHYLENE VAPOR BARRIER AT WALLS. USE PVA PAINT WITH A DRY CUP PERM RATING OF ON (MAX) R -10 INSULATION UNDER ELECTRIC WATER HEATERS. I. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATION OF UTILITY SERVICE THROUGH WALLS, FLOORS, AND ROOF, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CALKED, GASKETED OR WEATHER-STRIPPED TO LIMIT AIR INFILTRATION. 2. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR INFILTRATION AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED 'FIRE - RATED" AND MUST MEET THE ABOVE REQUIREMENT. 3. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO ADMIT AIR INFILTRATION INTO OR FROM THE BUILDING ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ASTM E 283.13 SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT FROM TESTING BUT SHALL BE WEATHER - STRIPPED, CAULKED AND MADE TIGHTLY FITTING. VAPOR BARRIERS / GROUND COVERS: AN APPROVED VAPOR BAARRIER SHALL BE PROPERLY INSTALLED IN FLOOR DECKS, IN ENCLOSED FRAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS INSETSTAPLED BATT WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER IS TO THE WARM SIDE, STAPLES SHALL BE PLACED NOT MORE THAN 8- INCHES AND GAPS BETWEEN THE FACING AND THE FRAMING SHALL NOT EXCEED INCH. A GROUND COVER OF 6 MIL (0.006') BLACK POLYETHYLENE OF EQUIVALENT SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. THE NET FREE VENTILATION AREA FOR ATTIC VENTILATION MAY BE 3 OF THE AREA OF THE VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM RATING NOT EXCEEDING ONE IN INSTALLED ON THE WARM SIDE OF THE INSULATION. 'CLIMATE ZONE I' TABLE 6 -I PRESCRIPTIVE REQUIREMENTS FOR GROUP 'R' OCCUPANCY OPTION Glazing area10 % of Floor Glazing U- Factor Door 9 -U- VALUE 2 Ceiling Vaulted 3 Ceiling Wall n Above Grade Wall Int. Below 4 Grade Wall Ext. Below 4 Grade 5 Floor Slab 6 On Grade Vertical ii Overhead 1501 -3000 45 60 15 90 R -49 3001 -4500 60 15 90 105 120 I 13% 034 050 0.20 OR R -38 R -21 intl R -2I R -10 R -30 R -10 >1 500 105 120 135 150 R -38 TB 2' -0' ADV. R -49 25% 0.32 050 0.20 OR R -38 R -21 intl R -2I R -10 R -30 R -10 R -38 ADV. TB 2' -0' R-49 R -30/ R -10 IT UNLIMITED 0.30 0.50 0.20 R S OR R -38 R -21 intl R-2l R -10 U =0029 2' 0' ADV. WHOLE I -1OUSE VENTILATION: EACH DWELLING UNIT SHALL BE EQUIPPED WITH A WHOLE HOUSE VENTILATION SYSTEM WHICH SHALL BE CAPABLE OF PROVIDING THE VOLUME OF OUTDOOR AIR SPECIFIED IN TABLE 3 -2 UNDER NORMAL OPERATION CONDITIONS. VIA M1508.2 TABLE M1508.2 MINIMUM VENTILATION RATES (CONTINUOUSLY OPERATING SYSTEMS) FLOOR AREA, FT2 BEDROOMS I OR LESS 2 -3 4 -5 6 -1 >1 <1500 30 45 60 15 90 1501 -3000 45 60 15 90 105 3001 -4500 60 15 90 105 120 4501-6000 l5 90 105 120 135 6001 -1500 90 105 120 135 150 >1 500 105 120 135 150 165 FOOTNOTES FROM TABLE 6 -I 0. NOMINAL R- VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSEMBLIES ONLY OR ASSEMBLIES BUILT IN ACCORDANCE WITH SECTION 601.1 1 MINIMUM REQUIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATIO TO THE CONDITIONED FLOOR AREA OF 15%. IT SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE 25 GLAZING OPTION (OR HIGHER). PROPOSED DESIGNS WHICH CANNOT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPLIANCE BY CHAPTER 4 OR 5 OF THIS CODE. 2. REQUIREMENT APPLIES TO ALL CEILING EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILINGS. 'ADV' DENOTES ADVANCED FRAMED CEILING, COMPLYING WITH NOTE *3. REQUIREMENT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILINGS. 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R -10, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVE GRADE. EXTERIOR INSULATION FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. SEE SECTION 602.2 5. FLOORS OVER CRAWL SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB PERIMETER INSULATION SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. SEE SECTION 602.4. 1. INT. DENOTES STANDARD FRAMING 16- INCHES ON CENTER WITH HEADERS INSULATED WITH A MINIMUM OF R -5 INSULATION 8. RESERVED. 9. DOORS, INCLUDING ALL FIRE DOORS, SHALL BE ASSIGNED DEFAULT U- FACTORS FROM TABLE I0 -6C 10. WHERE A MAXIMUM GLAZING AREA IS LISTED, THE TOTAL GLAZING AREA (COMBINED VERTICAL PLUS OVERHEAD) AS A PERCENT OF GROSS CONDITIONED FLOOR AREA SHALL BE LESS THAN OR EQUAL TO THAT VALUE. OVERHEAD GLAZING WITH U- FACTOR OF U =035 OR LESS IS NOT INCLUDED IN GLAZING AREA LIMITATIONS. II. OVERHEAD GLAZING SHALL HAVE U- FACTORS DETERMINED IN ACCORDANCE WITH NFRC 100 OR AS SPECIFIED IN SECTION 502.1.5. 12. LOG AND SOLID TIMBER WALLS WITH A MIMIMUM AVERAGE THICKNESS OF 3.5- INCHES ARE EXEMPT FROM THIS INSULATION REQUIREMENT. VENTING SOURCE SPECIFIC EXHAUST VENTILATION IS REQUIRED IN EACH KITCHEN, BATHROOM, WATER CLOSET, LAUNDRY ROOM. INDOOR SWIMMING POOL, SPA, AND OTER ROOMS WHERE EXCESS WATER VAPOR OR COOKING ODOR IS PRODUCED. SEE TABLE MI501.3 TABLE MI501.3 MINIMUM REQUIRED EXHAUST RATES FOR ONE- AND TWO - FAMILY DWELLINGS AREA TO BE VENTILATED VENTILATION RATES KITCHEN 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS BATHROOMS LAUNDRY MECHANICAL EXHAUST CAPACITY OF 50 CFM INTERMITTENT OR 20CFM CONTINUOUS TABLE MI502.4.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENTGH DRYER EXHAUST DUCT FITTING TYPE EQUIVALENT LENGTH 4 INCH RADIUS MITERED 45 DEGREE ELBOW 2 FEET 6 INCHES 4 INCH RADIUS MITERED 90 DEGREE ELBOW 5 FEET 6 INCH RADIUS MITERED 45 DEGREE ELBOW I FOOT 6 INCH RADIUS MITERED 90 DEGREE ELBOW 1 FOOR 9 INCHES 8 INCH RADIUS MITERED 45 DEGREE ELBOW I FOOT 8 INCH RADIUS MITERED 90 DEGREE ELBOW I FOOT 1 INCHES 10 INCH RADIUS MITERED 45 DEGREE ELBOW 9 INCHES 10 INCH RADIUS MITERED 90 DEGREE ELBOW I FOOT 6 INCHES TABLE M160I.I.I (2) GAGES OF METAL DUCTS AND PLENUMS USED FOR HEATING OR COOLING DUCT SIZE MIN. THICKNESS (INCHES AND MM) EQUIVALENT GALVANIZED SHEET NO. MINIMUM THICKNESS ROUND DUCTS 4 ENCLOSED RECTANGULAR DUCTS 14 INCHES AND LESS 0.0151 (03950mm) 28 0.0115 16 AND 18 INCHES 0.0181 (0.4112mm) 26 0.018 20 INCHES AND OVER 0.0236 (0.6010mm) 24 0023 EXPOSED RECTANGULAR DUCTS 14 INCHES OR 0.0151 (03950mm) 28 0.0115 OVER 14 INCHES 0.0181 (0.411200) 26 0.018 SOURCE SPECIFIC VENTILATION DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. EXHAUST DUCTS IN SYSTEMS WHICH ARE DESIGNED TO OPERATE INTERMITTENTLY SHALL BE EQUIPPED WITH VACK -DRAFT DAMPERS. ALL EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO A MINIMUM OF R -4. TERMINAL ELEMENTS SHALL HAVE AT LEAST THE EQUIVALENT NET FREE AREA OF THE DUCT WORK. TERMINAL ELEMENTS FOR EXHAUST FAN DUCT SYSTEMS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL. VIA SECTION 302.23 SEE TABLE 3 -3 BELOW FOR PRESCRIPTIVE EXHAUST DUCT SIZING. HEATING AND COOLING APPLIANCES LOCATED IN A GARAGE AND WHICH GENERATE A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE BAPOR SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18- INCHES ABOVE THE FLOOR SURFACE. FIRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE WALL, FLOOR OR CEILING SEPARATING A RESIDENCE (GROUP R, DIVISION 3 OCCUPANCY) FROM A GARAGE (GROUP M, DIVISION I OCCUPANCY). PROVIDED SUCH DUCTS WITHIN THE GARAGE ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN 0.019- INCHES (NO. 26 GALVANIZED SHEET GAUGE) AND HAVE NO OPENINGS INTO THE GARAGE PER THE INTERNATIONAL MECHANICAL CODE OR INTERNATIONAL FUEL GAS CODE. WARM AIR FURNACE INSTALLATIONS IN ATTIC OR CRAWL SPACES SHALL COMPLY WITH THE INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL FUEL GAS CODE. EVERY APPLIANCE DESIGNED TO E VENTED SHALL BE CONNECTED TO A VENTING SYSTEM COMPLYING WITH THE INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL FUEL GAS CODE. EVERY FACTORY BUILT CHIMNEY, TYPE L BENT, TYPE B GAS BENT OR TYPE BW GAS BENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERM OF ITS LISTING, MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE REQUIREMENTS OF THE INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL FUEL GAS CODE. A TYPE B OR BW GAS BENT SHALL TERMINATE PER THE INTERNATIONAL MECHANICAL CODE. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 -FEET ABOVE THE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOD OF THE BUILDING AND AT LEAST 2 -FEET HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10 -FEET OF THE VENTS PER THE INTERNATIONAL MECHANICAL CODE. STAIRS, LANDINGS, 4 HALLWAYS: CIRCULAR STAIRWAYS CONFORMING TO THE REQUIREMENTS OF THIS SECTION MAY BE USED AS A MEANS OF EGRESS COMPONENT IN ANY OCCUPANCY. THE MINIMUM WIDTH OF RUN SHALL NOT BE LESS THAN 10- INCHES AND THE SMALLER STAIRWAY RADIUS SHALL NOT BE LESS THAN TWICE THE WIDTH OF THE STAIRWAY. WINDING STAIRWAYS IN GROUP R, DIVISION 3, OCCUPANCIES AND IN PRIVATE STAIRWAYS IN GROUP R, DIVISION I OCCUPANCIES. WINDING STAIRWAYS MAY BE USED IF THE REQUIRED WIDTHOF RUN IS PROVIDED AT A POINT NOT MORE THAN 12- INCHES FROM THE SIDE OF THE STAIRWAY WHERE THE TREADS ARE NARROWER, BUT IN NO CADE SHALL THE WIDTH OF RUN BE LESS THAN 6- INCHES AT ANY POINT. SPIRAL STAIRWAYS IN GROUP R, DIVISION 3 OCCUPANCIES AND IN PRIVATE STAIRWAYS WITHIN INDIVIDUAL UNITS OF GROUP R, DIVISION I OCCUPANCIES, SPIRAL STAIRWAYS MAY BE INSTALLED. SUCH STAIRWAYS MAY BE USED AS A REQUIRED MEANS OF EGRESS COMPONENT WHERE THE AREA SERVED IS LIMITED TO 400 SQUARE FEET. THE TREAD SHALL PRESENTA CLEAR WALKING AREA MEASURING AT LEAST 26- INCHES FROM TH EOUTER EDGE OF THE SUPPORTING COLUMN TO THE INNER EDGE OF THE HANDRAIL. A RUN OF AT LEAST 1 -1/2- INCHES SHALL BE PROVIDED AT A POINT 12 INCHES FROM WHERE THE TREAD IS THE NARROWEST. THE RISE SHALL BE SUFFICIENT TO PROVIDE 6 FOOT 6 INCH HEADROOM_ THE RISE SHALL NOT EXCEED 9 -I/2 INCHES. THE WIDTH OF HALLWAYS SHALL BE DETERMINED AS SPECIFIED IN SECTION 1003.23, BUT SUCH WIDTH SHALL NOT BE LESS THAN 44 INCHES, EXCPT AS SPECIFIED HEREIN. HALLWAYS SERVING AN OCCUPANT LOAD OF LESS THAN 50 SHALL NOT BE LESS THAN 36 INCHES IN WIDTH. 100433.2. DOORS, WHN FULLY OPENED, AND HANDRAILS SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 1 INCHES. DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN NONE HALF. OTHER NONSTRUCTURAL PROJECTIONS SUCH AS TRIM AND SIMILAR DECORATIVE FEATURES MAY PROJECT INTO THE REQUIRED WIDTH 11/2 INCHES FROM EACH SIDE. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 18 2012 City of Tukwila BUILDING DIVISION MECHANICAL: SOLID FUEL BURINING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM HEATERS, FACTORY BUILT FIREPLACES AND FIREPLACE INSERTS. ALL SOLID FUEL BURNING APPLIANCES SHALL COMPLY WITH THE PROVISIONS OF THE INTERNATIONAL RESIDENTIAL CODE AND THE MECHANICAL CODE. HEATING EACH DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A TEMPERATURE OF 10 DEGREES FAHRENHEIT AT A HEIGHT OF 3 -FEET ABOVE THE FLOOR IN ALL HABITABLE ROOMS WHEN THE OUTSIDE TEMPERATURE IS AS SET FORTH IN THE W.S.E.C. FUEL BURNING APPLIANDCES LOCATED WITHING THE BUILDING ENVELOPE SHALL OBTAIN AIR FROM OUTDOORS, MEETING THE PROVISIONS OF THE INTERNATIONAL MECHANICAL CODE. 2. FUEL BURNING APPLIANCES LOCATED WITHIN THE BUILDING ENVELOPE SHALL MEET THE PROVISIONS OF THE INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL FUEL GAS CODE. 3. DUCTWORK LOCATION AND SCORSE OF COMBUSTION AIR SHALL MEET THE PROVISIONS OF THE INTERNATIONAL MECHANICAL CODE. ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED PER THE INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL FUEL GASS CODE. APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS, ALCOVES OR CONFINED SPACES SHTALL BE SO LISTED AND INSTALLED PER THE INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL FUEL GAS CODE. NO WARM AIR FURNACE SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOMS OR SPACES, EXCEPT DIRECT VENT FURNACE, ENCLOSED FURNACES AND ELECTRIC HEATING FURNACES PER THE INTERNATIONAL MECHANICAL CODE OR INTERNATIONAL FUEL GAS CODE. LIQUEFIED PETROLEUM GAS BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GASES MIGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OF BASEMENT UNLESS SUCH LOCATION IS PROVIDE WITH AND APPROVED MEANS FOR EMOVAL OF UNBURNED GAS PER THE INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL FUEL GAS CODE. DOORS, WINDOWS AND SKYL IGI-1TS: DOORS TO THE EXTERIOR SHALL HAVE A MAXIMUM 1 -1/2 -INCH STEP TO A MINIMUM 36 -INCH DEEP LANDING. ALL GLAZING SHALL MEET THE REQUIREMENTS OF THE W.S.E.C. TABLE 6 -I UNLESS NOTED OTHERWISE. ALL SKYLIGHTS AND SKYWALLS SHALL HAVE LAMINATED GLASS UNLESS NOTED OTHERWISE. ALL BEDROOM EMERGENCY EGRESS WINDOWS SHALL NAVE A MINMUM NET CLEAR OPENING OF 5.1 SQUARE FEET. MINIMUM NET CLEAR OPEN ABLE WIDTH OF 26- INCHES AND A MINIMUM NET CLEAR OPENING HEIGHT OF 24- INCHES, MAXIMUM FINISHED SILL HEIGHT OF 44- INCHES ABOVE FLOOR. ALL FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY STANDARD ASTM E 283.13. SITE BUILT AND MILLWORK SHOP BUILT WOODEN SASH ARE EXEMPT FROM INFILTRATION CRITERIA ABOVE, BUT SHALL PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA SET PLANS FOR: I. MAXIMUM GLAZING AREA 2. GLAZING MANUFACTURER AND MODEL NUMBER. 3. WEIGHTED UA CALCULATIONS FOR SUBSTANDARD GLAZING. SAFETY GLAZING LOCATIONS PER INTERNATIOINAL RESIDENTIAL CODE. I. INGRESS AND EGRESS DOORS. 2. SLIDING GLASS DOORS AND SWINGING GLASS DOORS. 3. SHOWER AND BATHTUB ENCLOSURES. 4. GLAZING WITH THE EXPOSED EDGE WITHIN IN THE CLOSE) POSITION AND THE BOT 5. GLAZING GREATER THAN 9 SQUARE F 6. GLAZING IN ALL GUARD RAILS SCREENS NEED NOT BE PROVIDED AT GLAZING OR IN ALL PANES INSULATIN'� NIT I. THE GLAZING THAT DOES NOT E 4 EEG: 2. THE HIGHEST POINT OF GLASS I ACCESSIBLE AREA. 3. THE NOMINAL THICKNESS OF EAC -fi2RC OF EITHER VERTICAL EDGE OF A DOOR C ,-l5 , 0- INCHESABOVE THE WALKING SURFACE. 135T° 1,.ESaTd -{ N f " _ 5 ABOVE FINISHED FLOOR. r ®A° REPRODUC ION e OE THESE PLANS. IP" ANY MEANS !S PRO w I- R▪ E ARE LOWI CO A 150,000 PER OFF- TO 0T a 49,5,346 24$41747 SAFETY GLAZING THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZAROtiS-LOCATIONS FOR THE PURPOSES OF GLAZING AND SHALL BE PROVIDED WITH SAFETY GLAZING e i! SS IS USED AS SINGLE ITIONS ARE MET, LKING SURFACE OR 1) GLAZING IN INGRESS AN EGRESS DOORS EXCEPT JALOUSIE. 2) GLAZING IN FIXED PANELS AND SLIDING OR SWINGING PANELS OF SLIDING OR SWINGING TYPE DOORS OTHER THAN WARDROBE DOORS. 3) GLAZING IN STORM DOORS. 4) GLAZING IN ALL UNFRAMED SWINGING DOORS. 5) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THES COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A STANDING SURGACE AND DRAIN INLET. 6) GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN 24 INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCES ABOVE THE WALKING SURFACE_ 1) GLAZING IN FIXED OR OPERABLE PLANELS OTHER THAN THOSE COVERED BY ITEM NUMBER 5 AND 6 WHICH HAVE A GLAZED AREA IN EXCESS OF 9 SQUARE FEET AND THE LOWEST EDGE IS LESS THAN 18 INCHES ABOVE THE FINISHED FLOOR, OR TOP EDGE MORE THAN 36' ABOVE THE FLOOR LEVEL OR WALKING SURFACE WITHIN 36 INCHES OF SUCH GLAZING. IN LIEU OF SAGETY GLAZING, SUCH GLAZED PANELS MAY BE PROTECTED WITH A HORIZONTAL MEMBER NOT LESS THAN I -2 INCHES IN WIDTH WHN LOCATED BETWEEN 34 AND 36 INCHES ABOVE THE WALKING SURFACE CAPABLE OF WITH STANDING 50* PER LIN. FT. WITHOUT CONTACTIONG THE GLASS. 8) GLAZING IN RAILINGS. REGARDLESS OF HEIGHT ABOVE THE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NON - STRUCTURAL IN -FILL PANELS. 9) GLAZING IN WALLS AND FENCES USED AS THE BARRIER FOR INOOR AND OUTDOOR SWIMMING POOLS AND SPAS WHEN ALL OF THE FOLLOWING CONDITIONS ARE PRESENT: I)THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE POOL SIDE OF THE GLAZING. 2) THE GLAZING IS WITHIN 5 FEET OF ,4 SWIMMING POOL OR SPA WATERS EDGE. 10) GLAZING IN WALLS AT STAIRWAYS LANDINGS WITHIN THE WIDTH OF THE STAIR AND WITHIN 5 FEET OF THE BOTTOM AND TOP OF STAIRWAYS WHERE THE BOTTOM EDGE OF THE GLASS IS LESS THAN 60 INCHES ABOVE A WALKING SURGACE AUG 17 2012 T r T: tL277 J PAYMENT OF USES FEE IS DUE TO THE RESIDENTIAL GROUP PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESES PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSION FROM THE RESIDENTIAL GROUP IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN TO THE PROPERTY OF THE RESIDENTIAL GROUP, LLC. (Gm; In MmIla •O) E O *can) Ems Q W co o0 LO in in ii M M co oo M M �til N N W X oU- 0 W a BY: B.T. DATE: 7/13/12 CHECKED: B.T. SHEET NO. JOB NO. 1 2-56AE CONT. METAL CUTTER ON 5/4 X 8 FASCIA BD. FYP. TOP PL TE COMPOSITION ROOFING 12 CEDAR SHAKE 12 TYPICAL 5 IMMO 1111111111'.-1 SUB FLOOR TOP PLATEI -TT! II II it II 1 x 2 TRIM BD. ON 5/4 X 8 BARGE BD. TYP. 6" BEVEL—_ IDING TYP. SUB FLOOR ATOX \GRADE = 276 1 II II II II 11 II 12 a5 III II 1111 II 1111 II ■ -■ ADHERED STONE VENEER TYP. ELEVATION PROVIDE STEPS DN. TO GRADE WRAP P.T. 6 x 6 POST WI 1 x CEDAR TYP. APPROX. GRADE = 276 SCALE: 1/4" = 1' -0" - ARIFY S AR WALL NAILING AND HOLDOWNS ARE PER PLAN AND SCHEDULE PRIOR TO INSTALLING SIDING -"MASONRY AND WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.C. - PROVIDE GALVANIZED SHEET METAL FLASHING AND COUNTERFLASHING AT ALL ROOF / WALL INTERSECTIONS, CHIMNEYS, AND SKYLIGHTS - PROVIDE WEATHERSTRIPPING AND FLASHING AT ALL DOORS AND WINDOWS AS REQUIRED - CAULK ALL EXTERIOR JOINTS AND PENETRATIONS - POST ADDRESS ON BLDG. PRIOR TO FINAL INSPECTION - LOTS SHALL BE GRADED AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALL. SLOPE SHALL BE 6" IN FIRST 10 FT, OR DRAINS OR SWALES SHALL BE PROVIDED TO ENSURE DRAINAGE AWAY FROM STRUCTURE FASTENERS TO BE HOT- DIPPED GALV. STEEL, STAINLESS OR ALUM. (CORROSION RESISTANT) NOTE: PROVIDE CONTINUOS PRE - PAINTED G.I. "Z" FLASHING AT ALL EXT. DOOR & WINDOW HEADERS. 12 12 D 5 11 12 iS 1' APPROX. GRADE = 276 WEST ELEVATION, REVIEWED FOR cooa�OV� PR s��� OCT 18 2012 City of Tukwila BUILDING DIVISION SCALE: 1/4" = 1' -0" APPROX. GRADE = 276 APPROX. GRADE = 276 EAST ELEV4TION SCALE: 1/4" = 1' -0" 11 a Is to Mom gas ow or 1 APPROX. GRADE = 276 KLEV4T ION CONSTRUCTION NOTE: * REFER TO "S" SHEETS FOR WHICH CONTAIN STRUCTURAL DETAILS REFERENCES, FRAMING PLANS, SHEAR WALL KEY PLAN, & NOTES. * CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS, DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. * NO FIELD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. SCALE: 1/4" = 1' -0" CORRECTION LTR #. RECEIVED CITY OF TUKWILA OCT 0 2 2012 'P'ERMIT CENTER W-277 CITY COMMENT W F-- Q O PAYMENT OF U5ES FEE IS DUE TO NE RESIDENTIAL GROUP PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESES PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE UJITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSION FROM NE RESIDENTIAL GROUP IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS 5ET PORN ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN TO TI-4E PROPERTY OF THE RESIDENTIAL GROUP, LLC. PREPARED BY: cams9E U) pima c ft ca) Q W CM 0 c II C W Z < 0 a Cl) C z W C r4 4t= :1 o (BY: B.T. DATE: 7/13/12 CHECKED: J.K. SHEET NO. A2 JOB NO. 2-56AEi it `'v • P 1s ••• lii CTION •. ®. 1 REP L , THE; CANS BY • ,O / .'° OF PROHIBITED ••'' `, • HYNElrBAN 'N, \IO NflONSP• • ARF PU NISH' Y • E Ft • • s {*F • aA..2�r0.ddG a ; ® ��', DE cs�N ,stagy • � : iS 1' APPROX. GRADE = 276 WEST ELEVATION, REVIEWED FOR cooa�OV� PR s��� OCT 18 2012 City of Tukwila BUILDING DIVISION SCALE: 1/4" = 1' -0" APPROX. GRADE = 276 APPROX. GRADE = 276 EAST ELEV4TION SCALE: 1/4" = 1' -0" 11 a Is to Mom gas ow or 1 APPROX. GRADE = 276 KLEV4T ION CONSTRUCTION NOTE: * REFER TO "S" SHEETS FOR WHICH CONTAIN STRUCTURAL DETAILS REFERENCES, FRAMING PLANS, SHEAR WALL KEY PLAN, & NOTES. * CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS, DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. * NO FIELD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. SCALE: 1/4" = 1' -0" CORRECTION LTR #. RECEIVED CITY OF TUKWILA OCT 0 2 2012 'P'ERMIT CENTER W-277 CITY COMMENT W F-- Q O PAYMENT OF U5ES FEE IS DUE TO NE RESIDENTIAL GROUP PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESES PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE UJITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSION FROM NE RESIDENTIAL GROUP IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS 5ET PORN ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN TO TI-4E PROPERTY OF THE RESIDENTIAL GROUP, LLC. PREPARED BY: cams9E U) pima c ft ca) Q W CM 0 c II C W Z < 0 a Cl) C z W C r4 4t= :1 o (BY: B.T. DATE: 7/13/12 CHECKED: J.K. SHEET NO. A2 JOB NO. 2-56AEi COMPOSITION ROOFING 15* FELT PAPER 1/I6' SHEATHING ROOF FRAMING PER PLAN INSULATION BAFFLE VENTED BLOCKING AT ALTERNATE BAYS 5/4 x 8 FASCIA CONTINUOUS METAL GUTTER 2x6 STUDS 6 16' O.G. - TYP. R -2I INSULATION 1/16' PLY SHT'G - TYP. TYVEK WRAP - TYP SIDING PER ELEVATION rig F R -49 INSULATION 34' T4G PLYWOOD GLUED 4 NAILED FLOOR JOISTS PER PLAN WINDOW HDR. PER PLAN - TYP. 5/4 TRIM SURROUND - TYP. WINDOW W/ INS. GLASS - TYP. 3/4' T4G PLYWOOD GLUED 4 NAILED FLOOR JOISTS PER PLAN R -30 INSULATION 5/4 X 10 TRIM BAND 2X P.T. WOOD SILL - 4' 4, CONT. TIGHTLINE TO STORM SEWER N=.1 II 111= X111111111 REBAR PER DETAIL ao 6 MIL. vAP. BARRIER TYPICAL WALL SECTION AT HOUSE NOTE: 7/16" SHEATHING NOT REQUIRED ON EXT. WALLS WHERE T1 -11 SIDING IS SPECIFIED (UNLESS NOTED OTHERWISE IN THE SHEAR WALL SPECIFICATIONS) N.T.S. 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). 50, -0' 1 _ 1 36' LANDING MIN. IRC 304.6 Outdoor combustion air for gas appliances. 304.6 Outdoor combustion air shall be provided through opening(s) to the outdoors in accordance with Section 304.6.1 or 304.6.2. The minimum dimension of air openings shall be not less than 3 inches. 304.6.1Two permanent openings, one commencing within 12 inches of the top and one commencing within 12 inches of the bottom of the enclosure, shall be provided. Where communicating with the outdoors through horizontal ducts, each opening shall have a minimum free area of not less than 1 square inch per 2,000 Btu/h of total input rating of all appliances in the enclosure. OR 304.6.2 One permanent openhig, commencing within 12 inches of the top of the enclosure and shall have a minimum free area of 1 square inch per 3,000 ,lam of the total input rating of all appliances. 60610 XOX 5040 XO 5068 SGD, S PLATFORM 18' AFF 42' MANUF. GAS FIREPLACE INSTALL PER MFRS. SPECS I0' -8• 3' -4' bINK KITCHEN —o 10' X 13'-' z N � Q NOOK 3' X 5' ISLAND I IL PROVIDED SEISMIC RESTRAINT STRAP PER 505.2 OF 2009 UPC 4' BOLLARD PROvIDE PRESSURE RELIEF vALvE TO EXTERIOR AND INSTALL APPROVED EXPANSION TANK. 3'- 20 MIN. 'ATED DR 2%8 2 -CAR GARAGE 20' X 2L' 3, -8' I 3' -0' - PROVIDE ONE LAYER 5/8' GWB TYPE 'X' AT CEILINGS COMMON WITH HABITABLE AREAS -WHERE THE SEPARATION 15 A FLOOR - CEILING ASSEMBLY, CLAD ALL SUPPORT COLUMNS, BEAMS AND WALLS WIN ONE LAYER 1/2' GLOB. -THE GARAGE SHALL BE SEPARATED FROM TI-4E RESIDENCE AND ATTIC AREA WITH NO LESS THAN 1/2' GLOB ON THE GARAGE SIDE. OFFICE/DEN FOYE 9' X 14 DINING RM. II' X 12' L FLR LINE ABOvE I0' -l0' 6' -0• 5660 XOX FLR LINE ABOvE 'ORC�4 6060 XOX FLR LINE ABOVE 4' CONC. DN 16, -0' iF r -ci ir 080 - J e� - "c\N Pi.,, /z' °° OF THES, PLANS BY °a • • ANY MEANS IS PRO IBITED ° • BY FEDERAL. 'W. VI LATIONS • `. — m ARE PUNISHA'LE BY INES UP • 6 • UNCI . • OF - UBLG'.H NC • • HONI DESI. R4 R8 ° TO 5150,001 PER [FFENSE : ,•° CALL THE DESIGN R TO c a ° OBTAIN I GAL- CIPIES EQ .1 �8& OF T IS PIA • •• P v n II' -9' MAIN FLOOR PLAN 9' -10' 8' -11' - ALL DOOR/WINDOW HEADERS TO SE 6X8 DP,2 AT 2X6 SEARING WALLS , UN.O., 6' -0° MAX. SPAN - WINDOW HEADERS AT 7' -S' ABOVE SUB FLOOR, UN.O. - PROVIDE FIREBLOCKING AS REQUIRED PER I.R.C. - EXTERIOR WALLS TO BE 2X6 AT 16' (MAX.) O.C. U.N.O. - INTERIOR PARTITIONS TO BE 2 X 4 AT 16" O.G. (2X6 iD PLUMBING WALLS, UN.O.) - DUCTS THROUGH WALL OR CEILING COMMON TO HOUSE MIN. 26 GAGE STEEL - NO DUCT OPENINGS IN GARAGE ® PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) SCALE: 1/4" = 1' -O" *CITY OF TUKWILA REQUIRED SPRINKLER FOR NEW SINGLE FAMILY RESIDENCE, COORDINATE WITH FIRE DEPARTMENT FOR SPECIFIC REQUIREMENTS CONSTRUCTION NOTE: * REFER TO "S" SHEETS FOR WHICH CONTAIN STRUCTURAL DETAILS REFERENCES, FRAMING PLANS, SHEAR WALL KEY PLAN, & NOTES. * CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS, DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. * NO FIELD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. N Pr% HEADROOM 1 1/4" DIA. MIN. CONT. HANDRAIL BALUSTERS TO CONFORM TO IRC. SEC. R312.2 3/4" MIN. -11/4" MAX NOSING 00 2X4 THRUST BLOCK BELOW STAIR INSTALL 1/2" GWB ® CEILING, AND WALLS (3) 2X12 STRINGERS ARE BLOCKING 0 MID -SPAN AND IN STUD WALLS ALONG AND IN LINE WITH STRINGERS IF AREA UNDER STAIRS IS UNFINISHED INTERIOR /GUARDRAIL STAIR NOTES: - HANDRAILS MUST NOT PROJECT MORE THAN 4 -1/2" INTO THE STAIRWAY AND MUST BE ABLE TO RESIST A 200 Ib. POINT LOAD FROM ANY DIRECTION. IRC SECTIONS R311.5.1 & R301.2 - LIGHTING IS REQUIRED AT THE TOP, BOTTOM, AND ANY LANDINGS WITH CONTROLS AT THE TOP AND BOTTOM OF STAIRS WITH 6 OR MORE RISERS. IRC SECTION R303.6 - THE SPACING BETWEEN INTERMEDIATE HANDRAIL MEMBERS MUST NOT ALLOW A 4" SPHERE TO PASS THROUGH ANY OPENING. IRC SECTION R312.2 - MINIMUM STAIRWAY WIDTH ABOVE HANDRAIL SHALL BE NO LESS THAN 36 INCHES. IRC SECTION R311.5.1 - STAIR & STAIR LANDING MINIMUM WIDTH SHALL BE NO LESS THAN 36" (31 -1/2" CLEAR IF ONE HANDRAIL, & 27" CLEAR IF 2 HANDRAILS. IRC SECTION R311.5.1 - THE TREADS LEADING EDGE CURVATURE CAN HAVE A MAX. RADIUS OF 9/16 ". THE MAX. BEVELING OF THE NOSING SHALL BE NO MORE THAN 1/2". IRC SECTION R311.5.3.3 - RISER OR TREAD MAXIMUM DIFFERENTIAL SHALL BE NO MORE THAN 3/8 ". IRC SECTION R311.5.3.1 &2 - NOSING IS NOT REQUIRED FOR STAIRS WITH TREADS GREATER THAN 11 ". IRC SECTION R311.5.3.3 EXTERIOR STAIR NOTES: - EXTERIOR STAIR LIGHTING AT TOP LANDING WITH CONTROLS INSIDE THE DWELLING. IRC SECTION R303.6 & R303.6.1 - A MAXIMUM SLOPE OF 1:48 (2 %) IS REQUIRED AT EXTERIOR LANDINGS AND TREADS FOR DRAINAGE. IRC SECTION R311.5.5 INTERIOR WINDER STAIR NOTES: - WINDER TREADS ARE REQUIRED TO HAVE A MINIMUM OF 6" DEPTH AT INNER EDGE. IRC SECTION R311.5.3.2 - WINDER TREAD DEPTH OF 10" WITH IN 12" OF THE INSIDE. IRC SECTION R311.5.3.2 LANDING NOTES: - LANDING WIDTH SHALL NOT BE LESS THAN THAT OF STAIR SERVED IRC R311.5.4 - LANDING SHALL NOT BE LESS THAN 36 INCHES IN DIRECTION OF TRAVEL IRC R311.5.4 STAIR DETAIL NOT TO SCALE REVIEWED FOR CODE COMPLIANCE APPROVED OCT 18 2012 City of Tukwila BUILDING DIVISION AREA CALCULATION: UPPER FLR. = 1288 S.F. MAIN FLR. = 915 S.F. TOTAL LIVING = 2,203 SF GARAGE & SHOP = 468 S.F. LIGHTING SECTION SOS (IJSEC) INTERIOR LIGHTING 505.1 (WSEC) A MINIMUM OF 50 PERCENT OF ALL LUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES EXTERIOR LIGHTING 505.2 (WSEC) LUMINAIRES PROVIDING OUTDOOR LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDING ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINAIRES SMOKE DETECTOIRS ®SD INSTALL SMOKE DETECTORS PER CODE, 110V /9V INTERCONNECTED IIOv 0CM ALARM CARBON MONOXIDE ALARM NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPERATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, SEE SECTION R3I5 VENTILATION SC-4EDULE VENTILATION REQUIREMENTS OF IRC TABLE M1501.3 SYMBOL 11"" 1 100 CFM INTERMITTENT OR KITCHENS 25 CFM CONTINUOUS 2 MECHANICAL EXHAUST CAPACITY BATHROOMS- TOILET ROOMS OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS X77 RECEIVED CITY OF T(II <`; ^ ''L_.:. OCT 022012 PERMIT z 0 W CITY COMMENT W 1- A '-4 J PAYMENT OF USES FEE 15 DUE TO TI-4E RESIDENTIAL GROUP PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESES PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSION FROM NE RESIDENTIAL GROUP 15 STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERvICE ARE, AND SHALL REMAIN TO THE PROPERTY OF THE RESIDENTIAL GROUP, LLC. PREPARED BY: Iowa L Nowa q) C ft CC" Ct) LLI os COW w 0 Fiala 0 0 In CV I 00 •vt I M M N N z< 0 L- S (B17: -ThB.T. DATE: 7/13/12 CHECKED: J.K. SHEET NO. A3 JOB NO. L1 2-56AEJ 9 L _ T -4' 8' -2' 5' -6' 6' -4' 1' -0' Y-4' 9' -4' 6050 XO EGRESS 3040 XO 4040 XD, S.G. T/5 60'x30' o (VTO) D BEDRM. *4/ BONUS RM. 1'X11' 2 ATTIC 5068 BI -PASS CCESS CLOSET CLOSET 5' -10' 10-0' 36' HIGH RAILING \./1:11 CI20 MASTER SUITE 20' X 14 OPEN TO BELOW BEDRM.*2 11'X14' BEDRM. *3 11'X13' EGRESS 6050 XO EGRESS FX 303C FX .e4' REPRtODUI TION • OF THESE P . k E3Y ANY AACANS i ' OHf1y 4 •BY LL V, PlfiliS. e.g €. EGRESS 5050 XO 5050 XO J /2' -0'/ 4' -6' UPPER FLOOR PLAN 8' -10' 1' -0' 2' -0' 5' -3' 50' -0' 9' -0' OF Pit= 11W) trslan 11 I F ;NER s° GE3"AUN' taAt ,CPiFS •. . ji e �// ..•.•• .e_{ \, EGA L S .. 5' -3' TYPICAL NOTE: ALL DOOR /WINDOW HEADERS TO BE 6X8 DF #2 AT 2X6 - WINDOW HEADERS AT 7' -8" ABOVE SUB FLOOR U.N.O. - PROVIDE FIREBLOCKING AS REQUIRED PER I.R.C. EXTERIOR WALLS TO BE 2X6 AT 16" (MAX.) O.C. U.N.O - INTERIOR PARTITIONS TO BE 2 X 4 AT 16" O.C. (2X6 - DUCTS THROUGH WALL OR CEILING COMMON TO HOUSE - NO DUCT OPENINGS IN GARAGE ® PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE BEARING WALLS , U.N.O. PLUMBING WALLS, U.N.O.) MIN. 26 GAGE STEEL MEMBER BEING SUPPORTED (U.N.O.) SCALE: 1/4" = 1' -0" REVIEWED FOR CODpPPROVED CE OCT 18 2012 City of Tukwila BUILDING DIVISION *CITY OF TUKWILA REQUIRED SPRINKLER FOR NEW SINGLE FAMILY RESIDENCE, COORDINATE WITH FIRE DEPARTMENT FOR SPECIFIC REQUIREMENTS CONSTRUCTION NOTE: * REFER TO "S" SHEETS * CONTRACTOR TO VERIFY PRIOR TO COMMENCING * NO FIELD ALTERATIONS FOR WHICH CONTAIN STRUCTURAL DETAILS REFERENCES, FRAMING PLANS, SHEAR WALL KEY PLAN, & NOTES. ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS, DISCREPANCIES TO DESIGNER WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFOR WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. N. HEADROOM 1 1/4" DIA. MIN. CONT. HANDRAIL BALUSTERS TO CONFORM TO IRC. SEC. R312.2 3/4" MIN. -11/4" MAX NOSING oo io 2X4 THRUST BLOCK BELOW STAIR INSTALL 1/2" GWB CD CEILING, AND WALLS (3) 2X12 STRINGERS FIRE BLOCKING C MID -SPAN AND IN STUD WALLS ALONG AND IN LINE WITH STRINGERS IF AREA UNDER STAIRS IS UNFINISHED INTERIOR /GUARDRAIL STAIR NOTES: - HANDRAILS MUST NOT PROJECT MORE THAN 4 -1/2" INTO THE STAIRWAY AND MUST BE ABLE TO RESIST A 200 lb. POINT LOAD FROM ANY DIRECTION. IRC SECTIONS R311.5.1 & R301.2 - LIGHTING IS REQUIRED AT THE TOP, BOTTOM, AND ANY LANDINGS WITH CONTROLS AT THE TOP AND BOTTOM OF STAIRS WITH 6 OR MORE RISERS. IRC SECTION R303.6 - THE SPACING BETWEEN INTERMEDIATE HANDRAIL MEMBERS MUST NOT ALLOW A 4" SPHERE TO PASS THROUGH ANY OPENING. IRC SECTION R312.2 - MINIMUM STAIRWAY WIDTH ABOVE HANDRAIL SHALL BE NO LESS THAN 36 INCHES. IRC SECTION R311.5.1 - STAIR & STAIR LANDING MINIMUM WIDTH SHALL BE NO LESS THAN 36" (31 -1/2" CLEAR IF ONE HANDRAIL, & 27" CLEAR IF 2 HANDRAILS. IRC SECTION R311.5.1 - THE TREADS LEADING EDGE CURVATURE CAN HAVE A MAX. RADIUS OF 9/16 ". THE MAX. BEVELING OF THE NOSING SHALL BE NO MORE THAN 1/2 ". IRC SECTION R311.5.3.3 - RISER OR TREAD MAXIMUM DIFFERENTIAL SHALL BE NO MORE THAN 3/8 ". IRC SECTION R311.5.3.1 &2 - NOSING IS NOT REQUIRED FOR STAIRS WITH TREADS GREATER THAN 11 ". IRC SECTION R311.5.3.3 EXTERIOR STAIR NOTES: - EXTERIOR STAIR LIGHTING AT TOP LANDING WITH CONTROLS INSIDE THE DWELLING. IRC SECTION R303.6 & R303.6.1 - A MAXIMUM SLOPE OF 1:48 (2 %) IS REQUIRED AT EXTERIOR LANDINGS AND TREADS FOR DRAINAGE. IRC SECTION R311.5.5 INTERIOR WINDER STAIR NOTES: - WINDER TREADS ARE REQUIRED TO HAVE A MINIMUM OF 6" DEPTH AT INNER EDGE. IRC SECTION R311.5.3.2 - WINDER TREAD DEPTH OF 10" WITH IN 12" OF THE INSIDE. IRC SECTION R311.5.3.2 LANDING NOTES: - LANDING WIDTH SHALL NOT BE LESS THAN THAT OF STAIR SERVED IRC R311.5.4 - LANDING SHALL NOT BE LESS THAN 36 INCHES IN DIRECTION OF TRAVEL IRC R311.5.4 STAI NOT TO SCALE TAI AREA CALCULATION: UPPER FLR. = 1318 S.F. MAIN FLR. = 945 S.F. TOTAL LIVING = 2,263 SF GARAGE & SHOP = 468 S.F. LIC-�TfNC SECTION SOS (I,USEC) INTERIOR LIGHTING 505.1 (WSEG) A MINIMUM OF 50 PERCENT OF ALL LUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES EXTERIOR LIGHTING 505.2 (WSEG) LUMINAIRES PROVIDING OUTDOOR LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDING ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINAIRES SMOKE DETECTORS 0SD INSTALL SMOKE DETECTORS PER CODE, 110V /9V INTERCONNECTED IIOV 0CM ALARM CARBON MONOXIDE ALARM NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPERATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, SEE SECTION 8315 VENTILATION SC-4EULE VENTILATION REQUIREMENTS OF IRC TABLE M1501.3 SYMBOL 1 1 KITCHENS 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS 2 arm nv MECHANICAL EXHAUST CAPACITY BATHROOMS - TOILET ROOMS OF 50 CFM INTERMITTENT OR 20 TI iC' C nAITDACTP1D CFM CONTINUOUS 1)0.= 7 7 RECEIVED CITY OF OCT 0 2 2012 PERMIT : ENTER CITY COMMENT L.1.1 I-- N N i PAYMENT OF USES FEE IS DUE TO NE RESIDENTIAL GROUP PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESES PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSION FROM NE RESIDENTIAL GROUP IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND 51-IALL REMAIN TO THE PROPERTY OF NE RESIDENTIAL GROUP, LLC. PREPARED BY: �7 L MIMI Iowa 0 c ft °cm CD W 0 C V/ Ems 0 w 46 SI 1:3 Sala 0 (O in C‘l CO NI- •- o 1 t M M 1.0 tO N W 0LI- x 0- z ,1/4c? r o ~♦ E....4 R 1—.1 CD O W W a. re BY: B.T. DATE: 7/13/12 CHECKED: J.K. SHEET NO. A4 JOB NO. 2-56AE �_ l GE\ XOTbS BUILDING CODE 2009 IBC EDITION OF THE INTERNATIONAL BUILDING CODE AS AMENDED BY LOCAL JURISDICTION. ROOF LIVE LOAD = 25 PSF (SNOW) ROOF DEAD LOAD = 15 PSF FLOOR LIVE LOAD = 40 PSF (REDUCIBLE) FLOOR DEAD LOAD = 12 PSF WIND LOAD = 85 MPH WIND SPEED, EXPOSURE "B" SEISMIC DESIGN CATEGORY Dl /D2, SHORT- PERIOD Ss = 1.59 1- SECOND PERIOD S1 = 0.552 SOIL SITE CLASS "D" CONSTRUCTION TYPE: V OCCUPANCY GROUP: R -3 DEFERRED SUBMITTAL ITEMS THE FOLLOWING IS A LIST OF ITEMS THAT ARE NOT INCLUDED IN THIS PLAN AND SHOULD BE PROVIDED BY THE BUILDER AT TIME OF APPLICATION FOR PERMIT OR AS A DEFERRED SUBMITTAL ITEM: - ALTERNATIVE I -JOIST /BEAM MANUFACTURER PLANS. - TRUSS DESIGN FOR ROOF FRAMING - HVAC SYSTEMS DESIGN - ELECTRICAL PLANS & SPECIFICATIONS (IF REQUIRED) SITh, WO N GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS BASED ON AN AVERAGE SOIL BEARING OF 1500 PSF PER SOILS REPORT EXTERIOR FOOTINGS SHALL BEAR 18" (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACKFILL TO BE THOROUGHLY COMPACTED. BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 3 "z3 "xl /4" PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN 1" OF MASONRY OR CONCRETE TO BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FOUNDATION SILL BOLTS TO BE 5/8" DIAMETER AT 6' -0" O.C. U.N.O. WITH MIN. 7" EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SIMPSON OR APPROVED EQUAL. CONC IHT MINIMUM CONCRETE COMPRESSIVE STRENGTH (f'c) AT 28 DAYS TO BE 2,500 PSI WITH 6% AIR ENTRAINED +/- 1% (FOR WEATHERING) CONCRETE "BATCH TICKET" SHALL BE AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL REINFORCEING STEEL TO COMPLY WITH ASTM A615 GRADE 40. LUMBER GRADES FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN PRODUCTS ASSOCIATION OR THE WEST COST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: JOISTS: WOOD TYPE: 2X4 2X6 OR LARGER HF #2 - Fb =975 psi, Fv =150 psi, Fc =1300 psi, E= 1300000psi HF #2 - Fb =975 psi, Fv =150 psi, Fc =1300 psi, E= 1300000psi BEAM DF -L #2 - Fb =900 psi, Fv =180 psi, Fc =1350 psi, E= 1600000psi DF -L #2 - Fb =875 psi, Fv =170 psi, Fc =600 psi, E= 1300000psi 4X 6X OR LARGER STUDS HF #2 - Fb =975 psi, Fv =150 psi, Fc =1300 psi, E= 1300000psi HF #2 - Fb =975 psi, Fv =150 psi, Fc =1300 psi, E= 1300000psi 2X4 2X6 OR LARGER POSTS HF #2 - Fb =975 psi, Fv =150 psi, Fc =1300 psi, E= 1300000psi HF #2 - Fb =975 psi, Fv =150 psi, Fc =1300 psi, E= 1300000psi DF -L #2 - Fb =750 psi, Fv =170 psi, Fc =700 psi, E= 1300000psi 4X4 4X6 OR LARGER 6X6 OR LARGER GLUED - LAMINATED BEAM (GLB) SHALL BE 24F -V4 FOR SINGLE SPANS Sc 24F -V8 FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = 165 PSI, Fe = 650 PSI (PERPENDICULAR), E = 1,800,000 PSI. ENGINEERED WOOD BEAMS AND I -JOIST CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS FOR APROVAL BY BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST ICC EVALUATION REPORT. PARALLAM (PSL) BEAMS SHALL HAVE Fb = 2,900 PSI, Fv = 290 PSI, Fc = 750 MICROLLAM (LVL) BEAMS SHALL HAVE Fb = 2,600 PSI, Fv = 285 PSI, Fc = 750 SHEAR WALL SCHEDULE WALL MARK SHEATING TYPE SIDES SHEAR PANEL EDGE NAILING FIELD NAILING PANEL EDGES BASE NAILING BOLT DIA. & SPACING PLATE SIZE HOLDOWN TYPES P1 -6 7/16" ONE 8d ® 6" O.C. 12" O.C. 2X 12" 6d O 0 5/8 "o @ 72" O.C. 2X PER PLAN P1-4 7 /16" ONE 8d 0 9" O.C. 12" O.C. 2X 5" CAIIS 0 5/8 "0 ® 48" O.C. 2X PER PLAN THE MINIMUM PORPERTIES: PSI (PERPENDICULAR), E = 2,000,000 PSI. THE MINIMUM PORPERTIES: PSI (PERPENDICULAR), E = 1,900,000 PSI. CALCULATION SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE LIMTED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUM = L/480, FLOOR TOTAL LOAD MAXIMUM = L/240. PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS AS STATED IN THE GENERAL NOTES TRUSSES SHALL BE DESIGNED & STAMPED BY A REGISTERED WASHINGTON STATE PROFESSIONAL ENGINEER AND FABRICATED FROM ONLY THOSE DESIGNS. NONBEARING WALLS Sr AWAY FR QM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER SUCH AS SIMPSON STC) TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT B AR ON THE WALL. APPROVED HANGERS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TRUSS. MANUFACTURER - DESIGNED AND APPROVED DIAGONAL AND SWAY BRACING SHALL BE INSTALLED AS REQUIRED. ROOF /WALL SHEATHING TYPICAL WALL SHEATHING SHALL BE 7/16" AND ROOF SHEATHING SHALL BE 7/16" UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d @ 6" O.C. I PANEL EDGES AND 12" O.C. IN FIELD. U.N.O. ON SHEARWALL SCHEDULE. SPAN INDEX SHALL BE 24/0. PLYWOOD FLOOR SHEATHING SHALL BE 3/4" TAG SHEATHING, UNLESS OTBERIIISE SPECIFIID. MINIMUM NAILINNG SHALL BE 8d COMMON OR 6d RING SHANK AT 6" O.C. 3I PANEL EDGES AND 12" O.C. IN FIELD. SPAN INDEX SHALL BE 40 20. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. OSB SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. 1. FRAMING SHALL BE HEM -FIR #2 0 16" O.C. MAX (U.N.O.). THICKNESS OF STUDS TO BE 2x UNLESS NOTED IN SCHEDULE. 2. SHEATHING PANELS MAY BE LAYED VERTICAL OR HORIZONTAL. BLOCK ALL HORIZONTAL EDGES W/ 2x OR 3x BLOCKING PER SCHEDULE (U.N.O.) 3. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEARWALLS SHALL RECEIVE APA RATED SHEATHING OR ALL VENEER PLYWOOD SIDING OF EQUIVALENT THICKNESS AT POINT OF FASTENING ON PANEL EDGES, FULLY BLOCKED WITH MINIMUM NAILING OF 8d C 6" O.C. EDGE, 12" O.C. FIELD. 4. NAILING APPLIES TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING. PLYWOOD JOINT AND SILL PLATE NAILING SHALL BE STAGGERED PER IBC TABLE 2306.3, NOTE (e). 5. ANCHOR BOLT SPACING IS 6' -0" O.C. UNLESS NOTED OTHERWISE IN SCHEDULE. MINIMUM OF 2 ANCHOR BOLTS PER PIECE OF FOUNDATION PLATE. ANCHOR BOLTS SPACED NO GREATER THAN 12" AND NO LESS THAN 7 TIMES THE ANCHOR BOLT DIAMETER AT ENDS AND SPLICES. PROVIDE Y4 "x3 "x3" WASHERS AT ANCHOR BOLTS. DO NOT RECESS BOLTS. 6. ALL NAILS FOR SHEAR WALLS SHALL BE COMMON OR GALVANIZED BOX NAILS (U.N.O.) PER IBC TABLE 2306.3. ALL SPECIFIED NAILS SHALL HAVE THE FOLLOWING DIMENSIONS: 8d COMMON (0.131" DIA., 21/2" LONG), 8d BOX (0.113" DIA., 21/2" LONG), 10d COMMON (0.148" DIA., 3" LONG), 10d BOX (0.128" DIA., 3" LONG), 16d COMMON (0.162" DIA., 31/2" LONG), 16d SINKER (0.148" DIA., 31/4" LONG), 5d COOLER (0.086" DIA., 1%" LONG), 6d COOLER (0.092" DIA., 1 7/8" LONG) 7. 11/4" No. 6 DRYWALL SCREWS (TYPE W OR S) MAY BE SUBSTITUTED FOR NAILS LISTED AS 5d COOLER OR 6d COOLER FOR GYPSUM WALL BOARD SHEARWALLS PER IBC TABLE 2306.7. 8. IN LIEU OF 3x VERTICALS AND BLOCKING AT PANEL EDGES, 2 -2x'S W/ 1Od FACE NAILS STAGGERED AT THE SAME SPACING AS PANEL EDGE NAILING MAY BE SUBSTITUTED. PLYWOOD EDGES TO BE CENTERED BETWEEN THE 2 -2x MEMBERS (THIS ALTERNATIVE DOES NOT APPLY TO WALLS WITH 8d EDGE NAILING AT 2" O.C. OR lOd EDGE NAILING AT 3" OR 2" O.C. OR WALLS SHEATHED ON BOTH SIDES) 9. HOLDDOWNS AND STRAPS OF EQUIVALENT UPLIFT CAPACITY MAY BE SUBSTITUTED FOR THOSE LISTED IN THE SHEARWALL SCHEDULE. COORDINATE WITH MANUFACTURER TO VERIFY APPLICABILITY AND PROPER INSTALLATION METHODS OF SUBSTITUTED HARDWARE. 10. SQUASH BLOCKS REQUIRED AT ENDS OF SHEAR WALLS WHERE FULL BEARING IS NOT PROVIDED BY THE FRAMING BELOW. 11. SIMPSON MASP MUDSILL ANCHORS, EVENLY SPACED, MAY BE SUBSTITUTED (2) FOR (1) FOR THE 5/8" DIA. SILL PLATE ANCHOR BOLTS SPECIFIED. (I.E. (2) MASP REPLACE (1) 5/8" DIA ANCHOR BOLT) (7) (9) DOUBLE STUDS AT STRAP MINIMUM (8) 2. BASE PLATE NAILING PER SHEAR WALL SCHEDULE 3. SOLID RIM JOIST W/ 2 -16d PER JOIST 4. FLOOR SHEATHING 5. JOIST PER PLAN 6. DBL TOP PLATE 7. SIMPSON STRAP PER PLAN, CENTER STRAP AT RIM JOIST 8. SHEATHING E NAILING PER S1 -IEAR WALL SCHEDULE 9. EDGE NAIL 10. SIMPSON MSTC STRAP (PRE -BENT) 11. BEAM PER PLAN (5) x E 0 EXTENT OF I- {FADER (TWO BRACED WALL PANELS) (1) 2. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 18 2012 City of Tukwila BUILDING DIVISION HEADER PER PLAN (MINIMUM 3 "x11Ya ") MINIMUM (2)2x4 STUD FRAMING TYP. 3. FASTEN TOP PLATE TO HEADER W/ 2 ROWS OF 16d SINKER NAILS @ 3" 0.C. TYP. 4. SIMPSON LSTA24 STRAP TIE HEADER TO WALL ON INSIDE FACE 5. FASTEN SHEATHING TO HEADER W/ 8d COMMON OR GALV. BOX NAILS IN 3" GRID PATTERN AS SHOWN & 3" O.C. IN ALL FRAMING (STUDS, BLOCKING, SILLS) TYP. 6. %" MINIMUM THICKNESS WOOD STRUCTURAL PANEL SHEATHING 7. FOR PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE BLOCKED WI 3x OR (2) 2x, & OCCUR WITHIN 24" OF MID HEIGHT. IF 2x BLOCKING IS USED, FACE NAIL W/ (3) 16d SINKERS. 8. 4200# STRAP TIE HOLDOWN PER PLAN 9. /8" DIA. ANCHOR BOLT W/ 7" MINIMUM EMBEDMENT. USE 46 "x2 "X2" PLATE WASHER MINIMUM (TESTED ASSEMBLY) FOUNDATION PER PLAN SHEATHING FILLER IF NEEDED 1000# STRAP TIE HOLDOWN PER PLAN SECTION THRU WALL � PORTAL FRAME CONSTRUCTION (FIELD BUILT) N . T . S 114 I% (I) (2) I%■ I■ I%■ (8) I■ !ii: TYPICAL SIMPSON STRAP WALL TO WALL AND WALL TO BEAM HOEDOWN H1 N.T.S H2 � N.T.S 1. DOUBLE STUDS AT HOLDOWN MINIMUM 2. BASE PLATE NAILING PER SHEAR WALL SCHEDULE 3. FLOOR SHEATHING 4. FOUNDATION CONC. WALL PER DETAILS 100 & 101 5. SIMPSON HOLDOWN 6. TREATED SILL PLATE 7. RIM JOIST 8. EDGE NAIL 9. SHEATHING PER SHEAR WALL SCHEDULE (8) (5) TYPICAL STRAP HOLDOWN AT FND. ���e` REPRODUCTIGP+Q "c C' •OF THESE ``tPR01BITE %6 ��: BYNFEDt ALS \y, JF' ,E ,) : ARE PUL'SHA.BLE 1 COUNCIL onA� ate,; / F �' . � 5u,��� PEr- �1, • T THE UES\GR!ER TO /S• CA'`L COPIES • • `e OC�TPIid t.EGAL , ;,( 1 MAIN FLOOR SHEAR WALL KEY PLAN SCALE: 1/8" = 1' -0" 1 -6, MST 31 UPPER FLOOR SHEAR WALL KEY PLAN SCALE: 1/8" = 1' -0" CONSTRUCTION NOTE: * CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS, DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. * NO FEILD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. AUG 1'7 2012 EXPIRES 12/28/( PREPARED BY: • I- ima Clo NIP wee U) a� a ow In W O M)L.- V1 CI z W rn W a a i! Lt;i 1--1 0 53 W BY: M.V.S DATE: 11/22/10 CHECKED: B.T. SHEET NO. SI JOB NO. `12 -56AE 2. FLOOR SHEATHING PER PLAN 3. I -JOIST PER PLAN, SECURE TO PLATE W/ (2) 10d NAIL PER JOIST 4. SOLID CONTINUOUS RIM BOARD 5. PROVIDE (1) #4 BAR AT UPPER 12" OF STEM WALL 6. 5/8" DIAMETER ANCHOR BOLT @ 72" O.C. W/ 7" EMBED. (U.N.O. IN SHEAR WALL SCHEDULE) 7. #4 @ 48" O.C. W/ STANDARD HOOKS ALTERNATE BENDS, NO WET SET PERMITTED (IF MONO POUR, VERTICAL REBAR NOT REQ'S) 8. (2) #4 BARS CONTINUOUS AT BOTTOM 9. EDGE NAILING PER SHEAR WALL SCHEDULE 10. 16d TOE NAILS @ 6" O.C. NOTE: SIMPSON LTP4 @ 48" O.C. REQUIRED IF PLYWOOD SHIM OCCURS AT RIM BOARD CRAWL SPACE FOUNDATION. SCALE: N.T.S. PER PLAN / / 1. BLOCKING BY JOIST MFR. 2. (3) 16d PER BLOCK 3. FLOOR SHEATHING 4. I- JOISTS PER PLAN 5. BEAM PER PLAN 6. 2x CLEAT EACH SIDE OR SIMPSON BC POST CAP 7. 4x OR 6x P.T. POST W/ SIMPSON A34 EACH SIDE OR SIMPSON PB POST BASE 8. CONC. FOOTING PER PLAN 9. EDGE NAILS TYPICAL INTERIOR SPREAD FOOTING SCALE: N.T.S. 1. WOOD COLUMN PER PLAN 2. SIMPSON PB POST BASE AS OCCURS (U.N.O ON THE PLAN) 3. #3 TIES AT 10" O.C. AT PEDESTAL 4. (4) #4 DOWELS W/ ALTERNATE BEND FOR PEDESTAL 5. FINISH GRADE OR CONCRETE SLAB WHERE OCCURS 6. 12" SQUARE CONCRETE PEDESTAL (OPTIONAL) 7. CONCRETE FOOTING 8. 2 - #4 BARS EACH WAY (U.N.O. ON THE PLAN) 9. ARCHITECTURAL COVER, SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION WOOD COLUMN AT FOOTING SCALE: N.T.S. CONSTRUCTION NOTE (6) 2. FLOOR SHEATHING PER PLAN 3. I -JOIST PER PLAN 4. SOLID CONTINUOUS RIM BOARD 5. PROVIDE (1) #4 BAR AT UPPER 12" OF STEM WALL 6. 5/8" DIAMETER ANCHOR BOLT @ 72" O.C. W/ 7" EMBED. (U.N.O. IN SHEAR WALL SCHEDULE) 7. #4 @ 48" O.C. W/ STANDARD HOOKS ALTERNATE BENDS, NO WET SET PERMITTED (IF MONO POUR, VERTICAL REBAR NOT REQ'S) 8. (2) #4 BARS CONTINUOUS AT BOTTOM 9. EDGE NAILING PER SHEAR WALL SCHEDULE 10. 16d TOE NAILS @ 6" O.C. (GALVANIZED NAILS) 11. I -JOIST BLOCKING AT PANEL EDGES (1ST BAY ONLY) NOTE: SIMPSON LTP4 @ 48" O.C. REQUIRED IF PLYWOOD SHIM OCCURS AT RIM BOARD CRAWL SPACE FOUNDATION. SCALE: N.T.S. (7) / z U 0 00/..., o°0°,),°°(;93°00 00 4 E ;r (1) (2) (3) z \ SHEATHING & NAILING PER SHEAR WALL SCHEDULE 2. EDGE NAILING PER SHEAR WALL SCHEDULE 3. FINISH GRADE OR SLAB AS OCCURS 4. PROVIDE (1) #4 BAR AT UPPER 12" OF STEM WALL 5. #4 @ 48" O.C. W/ STANDARD HOOKS ALTERNATE BENDS (IF MONO POUR, VERTICAL REBAR NOT REQ'S) 6. CONC. SLAB AS OCCURS 7. TREATED SILL PLATE W/ 5/8" DIAMETER ANCHOR BOLT @ 72" 0.C. W/ 7" EMBED. (U.N.O. IN SHEAR WALL SCHEDULE) 8. (2) #4 BARS CONTINUOUS AT BOTTOM OF FOOTING TYPICAL SLAB ON GRADE FONDATION SCALE: N.T.S. 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.) c I- 50, -0' 30' -6' 19' -6' 100 / IS if",,y ..) REPROnu} -n01\ �e li/` « ` OyVhCL Si Ic '120HIB. - - - x'10' F_ I- r a ii 6 1. ik �, _ a �_ =,S' ., >>, ,� I , }i'r 5' 0' 6' 0• 3'-6' 6' 0' 6' 0' Z' 2'� 101 �,;,1 °/ ' r.„ - 113 4x10 �- \ 4x10 \ � AS\ / - 4x10 �i #�� @ - -'�-�- ® 14 1,S 102 ; O CV O _ 0 x " P L A 36' SLAB ON GRADE L 4' -6' 5' -0' 2'i(L' '�0' 4' -0' 4' -0' 4' -4' 4' -8' 36' 4' CONC. SLAB ON 13 4x10 e n 4' COMP. FILL TYP. SLOPE 3/16' / FT TOWARD DOORS 0 4x10 4x10 14 .14 ?S II 1 36' 02_ I � iA L 4C P E .A CRAWL S 36" = T F VW J 18" MIN. W/ 6 MIL VAPOR O BARRIER TYP. y 0� I 100 16 3, / 1 4" X 7" SCREENED FDN VENTS I 1 I 1' -102' '_41, L -- (8) REQ'D I / I I 24 51_43 ON 24 104 8' -II' GRADE r \ II' -9' 9' -10' 30' -6' 19' -6' 50' -0' 7 FOUN4TION FR4MING PLAN ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED - SOFFIT, VENT, AND INSULATE ALL CANTILEVERED AREAS - PROVIDE SOLID BLOCKING OVER SUPPORTS ALL FOOTINGS TO REST ON UNDISTURBED SOIL PROVIDE SUPPLEMENTAL JOISTS /BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN ® PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) PROVIDE COPY OF CONCRETE "BATCH TICKET" ON SITE FOR REVIEW BY BUILDING OFFICIAL SCALE: 1/4" = 1' -0" REVIEWED FOR CODE COMPLIANCE AP OCT 18 2012 City of Tukwila BUILDING DIVISION FOUNDATION VENTILATION USE 14" x T SCREENED FDN. VENTS (1) VENT = 52 SQ. FT. NET FREE VENT AREA FDN. AREA 150 N.V.A. .52 = NET VENT AREA REQ'D (N.V.A.) = QTY. OF VENTS REQUIRED 1001 3.34 300 3.34 .52 = 6.5 VENTS REQ'D -1- VENT REQUIRED ALL FDN. VENT TORE LOCATED 36" OF TI-€E BUILDING CORNER, R40S.2 (IRC) FOUNDATION FOOTING SCWWULE NOTE: USE MIN. 6" WIDE POST BELOW BEAM SPLICES USE P.T. 4 X 4 POSTS BELOW 4 X BEAMS U.N.O. USE P.T. 6 X 6 POST BELOW 6 X BEAMS U.N.O. @24 ▪ 24 30 ■ • ■ 36 42 P.T. POST ON 24" DIA. X 10" THICK CONC. FOOTING P.T. POST ON 24" DIA. X 10" THICK CONC. FOOTING W/ (3) #4 BARS EACH. WAY P.T. POST ON 30" X 30" X 12" THICK CONC. FOOTING W/ (3) # 5 BARS EACH WAY P.T. POST ON 36" X 36" X 12" THICK CONC. FOOTING W/ (4) # 5 BARS EACH WAY P.T. POST ON 42" X 42" X 12" THICK CONC. FOOTING W/ (4) # 5 BARS EACH WAY FOOTING SIZES BASED ON 1500 psf SOIL BEARING CAPACITY * REFER TO "S" SHEETS FOR WHICH CONTAIN STRUCTURAL DETAILS REFERENCES, FRAMING PLANS, SHEAR WALL KEY PLAN, & NOTES. * CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS, DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. * NO FIELD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. X-77 AUG 17 2012 EXPIRES 12/28/ PREPARED BY: • I- O cm? nee a) a) •C a) C C 0 4- 0 0 L- 0 PHONE: 253 - 835 -1516 35109 PACIFIC HIGHWAY S FEDERAL WAY, WA 98003 FAX: 253 - 441 -4207 CBY: B.T. DATE: 5/1/08 CHECKED: J.K. SHEET NO. S2 JOB NO. I 2-56AE (7) (6) (8) 1 i i i 4 � 1i .2 _ ∎ {ii (5) 1. SHEATHING AND NAILING PER (1) SHEARWALL SCHEDULE (2) (3) I -JOIST AT STUD WALL 202 SCALE: N.T.S. (2) (5) FLOOR JOIST AT BEAM (4) (3) 2. BASE PLATE NAILING PER SHEARWALL SCHEDULE 3. SHEAR PANEL EDGE NAILING 4. 16d @ 6" O.C. 5. DBL TOP PLATE 6. PLYWOOD WEB FLOOR JOISTS PER PLAN, SECURE INTO PLATE WI (2) 10d NAILS 7. SOLID CONTINUOUS RIM 8. FLOOR SHEATHING NOTE: SIMPSON LTP4 @ 48" O.C. REQUIRED IF PLYWOOD SHIM OCCURS AT RIM BOARD 1. 2x STUD WALL W/ BASE PLATE NAILING PER SHEAR WALL SCHEDULE 2. EDGE NAILING PER SHEAR WALL SCHEDULE 3. FLOOR JOIST PER PLAN W/ JOIST HANGER PER MANUF. 4. BEAM PER PLAN 5. WALL SHEATHING CONTINUOUS OVER BEAM W/ EDGE NAILING PER SHEAR WALL SCHEDULE 6. I -JOIST BLOCKING @ FLOOR SHEATHING PANEL EDGES (48" O.C.) SECURED TO TOP PLATE WI (2) 8d NAILS SCALE: N.T.S. 204 (5) (4) 1. BEAM SPLICE AS OCCURS 2. WOOD BEAM PER PLAN 3. SIMPSON BC TYPE POST CAP U.N.O. ON PLAN 4. WOOD COLUMN PER PLAN 5. SIMPSON ACE TYPE POST CAP U.N.O. ON PLAN WOOD BEAM TO WOOD COLUMN SCALE: N.T.S. (7) (6) (8) (9) (5) (4) (3) I -JOIST AT STUD WALL 201 SCALE: N.T.S. SHEATHING AND NAILING PER SHEARWALL SCHEDULE 2. BASE PLATE NAILING PER SHEARWALL SCHEDULE 3. 4. 5. DBL TOP PLATE AS OCCURS 6. SHEAR PANEL EDGE NAILING 16d TOE NAIL @ 6" O.C. I -JOIST BLOCKING AT PANEL EDGES, SECURE INTO PLATE W/ (2) 10d NAILS 7. SOLID CONTINUOUS RIM 8. FLOOR SHEATHING 9. I -JOIST PER PLAN NOTE: SIMPSON LTP4 @ 48" O.C. REQUIRED IF PLYWOOD SHIM OCCURS AT RIM BOARD r (1) (2) (4) (3) 1. 2x SHEAR WALL ABOVE (AS OCCURS) PER SHEAR WALL SCHEDULE. 2. I -JOIST BLOCKING SECURED TO TOP PLATE W/ 8d NAILS @ 6" O.C. 3. FLOOR JOIST PER PLAN SECURE TO TOP PLATE W/ (2) 10d NAILS 4. 2x SHEAR WALL PER SHEAR WALL SCHEDULE FLOOR JOIST AT INTERIOR SHEAR WALL SCALE N.T.S. 1. BEAM PER PLAN 2. DBL 2x TOP PLATE W/ SIMPSON MSTC28 STRAP ON EXTERIOR FACE 3. KING STUD EXTENDED TO TOP OF BEAM W/ (6) -16d NAILS TO BEAM (STAGGERED) EACH SIDE 4. PLYWOOD OR OSB FILLER AS NEEDED 5. NAIL PLIES OF BUILT UP 2x POST WITH 10d NAILS @ 12" O.C. (STAGGERED) 6. RIMBOARD, GABLE FRAMING, OR BLOCKING BUILT UP POST AT BEAM SCALE: N.T.S. 6x10 6x10 200 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 18 2012 City of Tukwi BUILDING DIVI sty ui I uKwila OINQ DIVISION �a OF - HESE " PLANS �,3Y�'� / a ANY MEANS IS PROHI_)ITEU `4 B FEDERAL AL VIOLATIONS ' Nv ARE PUh SiA61F BY FIOESI= • C®UR3cm_ a OF PUBS • _ R-10114E IDEc ;NERD, es TO 11 51).000 ay , FI I '\� ♦., i. ! Tr{% DE'S. 3 p ASE RAN iya �2 2X12 WF*2 FL001 JOISTS (3) 2X6 POST (3) :X6 5 -1 /b X 15 GLB 2 X12 W --IF#2 6 16 " O.C. BEADING CALL 3 -I /8 X 12 OR JOISTS TYPICAL 3 -I/8 X 12 GLB (3) 2X4 2X12 f4F 2 6 16 " O.C. FUR JOISTS +YPICAL 511/8 X 16'A2 GLB. UPPER FLOOR PR4MING PLAN ALL DOOR /WINDOW HEADERS TO BE 6X8 DF #2 AT 2X6 BEARING WALLS , U.N.O. PROVIDE FIREBLOCKING AS REQUIRED PER I.R.C. WINDOW HEADERS AT 6' -8" ABOVE SUB FLOOR, U.N.O. - EXTERIOR WALLS TO BE 2X6 AT 16" O.C., U.N.O. INTERIOR PARTITIONS TO BE 2X4 AT 16" O.C. (2X6 © PLUMBING WALLS) U.N.O. PROVIDE SUPPLEMENTAL JOISTS /BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN ® PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) FLOOR JOISTS AND BEAMS OF EQUAL OR BETTER CAPACITY MAY BE SUBSTITUTED FOR THOSE SHOWN ON THIS PLAN, "EQUAL" IS DEFINED AS HAVING MOMENT CAPACITY, SHEAR CAPACITY, AND STIFFNESS WITHIN 3% OF THE SPECIFIED JOISTS OR BEAMS. SCALE: 1/4" = 1' -0" CONSTRUCTION NOTE: * REFER TO "S" SHEETS FOR WHICH CONTAIN STRUCTURAL DETAILS REFERENCES, FRAMING PLANS, SHEAR WALL KEY PLAN, & NOTES. * CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS, DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. * NO FIELD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. ()_„./1-77 AUG 17 2012 T1 EXPIRES 12/28/ / (� PREPARED BY: V , a) a) C .0) C Ld C •i^ a) 0 4- 0 L- 0 PHONE: 253 - 835 -1516 FAX: 253 - 441 -4207 BY: B.T. DATE: 5/1/08 CHECKED: J.K. SHEET NO. S3 JOB NO. 12 -56AE TRUSS AT STUD WALL 302 SCALE: N.T.S. (I) 1. TRUSS PER PLAN 2. SIMPSON H1 OR H2.5 CLIP EVERY TRUSS 3. STUD WALL 4. PLYWOOD SHEATHING 5. EDGE NAILING 6. 2X BLOCKING @ 24" W/ 3 -10d PER BLOCK TOENAIL INTO PLATE 7. SHEAR PANEL EDGE NAILING 8. SHEATHING AND NAILING PER SHEARWALL SCHEDULE 1. GIRDER TRUSS PER PLAN 2. VALLEY TRUSSES OR CONVENTIONAL OVERFRAMING 3. ROOF SHEATHING CONTINUOUS BELOW OVERFRAMING. TRUSS TOP CHORDS W/O SHEATHING SHALL BE BRACED W/ 2x4 @ 24" O.C. ATTACHED W/ (2) 10d NAILS PER TRUSS 4. ROOF TRUSS PER PLAN 301 (3) (4) (5) (6) 1. EDGE NAILING 2. CONTINUOUS FASCIA WITH (2) 10d NAILS PER JOIST 3. 2x4 OUTRIGGER 12" OR LESS FROM EXTERIOR WALL @ 48" O.C. (MORE THAN 12" FROM EXTERIOR WALL @ 24" O.C.) 4. EDGE NAILS PER SHEAR WALL SCHEDULE 5. 2 -10d TOENAIL OUTLOOKER THRU. TRUSS (OUTLOOKER (9) EXTENDING MORE THAN 12" FROM EXTERIOR WALL USE A34 MIN.) 6. GABLE END TRUSS — SHEATHING AND NAILING PER SHEARWALL SCHEDULE FOR WALL BELOW 7. 2X6 CONTINUOUS W/ 10d NAILS CO 8" O.C. STAGGER EACH ROW 8. TRUSSES PER PLAN 9. 10d @ 6" 0.C. TIE TRUSS INTO 2X CONTINUOUS MEMBER (4) GABLE END TRUSS SCALE: N.T.S. (I) FACE MOUNT HANGER PER TRUSS MANUF. (3) (5) TRUSS AT GIRDER TRUSS SCALE: N.T.S. CONSTRUCTION NOTE: * REFER TO "S" SHEETS * CONTRACTOR TO VERIFY PRIOR TO COMMENCING * NO FIELD ALTERATIONS 303 (4) NOTE: RIDGE BOARD SHALL BE AT LEAST 1 —INCH NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE REFTER, ALL VALLEYS AND HIPS SHALL NOT LESS THAN 2 —INCH NOMINAL THICKNESS AND NOT LESS IN DEPTH OF THE CUT END OF THE RAFTER. 1. PLYWOOD SHEATHING 2. 8d @ 6" O.C. 3. 2X OVER FRAME @ 24" O.C. w/ 2 -10d TOE NAILS TO VALLEY BOARD 4. TRUSS OR RAFTER PER PLAN 5. 2X CONTINUOUS VALLEY BOARD PLAT W! 2 -I6d NAIL PER TRUSS TYP. NOTE: PLYWOOD SHEATHING ON PRIMARY ROOF TRUSSES SHALL BE CONTINUOUS. 2. AT 2X OVER FRAMING USE THE FOLLOWING: 0' -4' 2X4 MIN. 4' -8' 2X6 MIN. 8' -10' 2X8 MIN. 10'- 12' 2X10 MIN. VALLEY FRAME AT OVERFRAME SCALE: N.T.S. SCAMP /S�� . °� R PRODUCTI HABLE B, IN` °° .. OF ESE PLA S BY '. • Y M NS a< sHIBI : +.° ARE PUNL FIN couK, F PUBK ME D TO$15 CALL OBT FR OFFENS DESIGNER TO ROOF FRAMING PLAN ALL BEAMS AND HEADERS TO BE 6X8 DF #2 AT BEARING WALLS, U.N.O. SHADED AREAS INDICATE OVERFRAMING, 2X6 @ 24" O.C., U.N.O. BEARING WALLS ARE INDICATED AS SHADED WALLS PROVIDE VENTED BLOCKING AT REQUIRED TRUSS /RAFTER BAYS - ALL MANUFACTURED TRUSSES: * SHALL NOT BE FIELD ALTERED WITHOUT ENGINEER'S APPROVAL * SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION * SHALL BE INSTALLED AND BRACED TO MANUFACTURER'S SPECIFICATION * SHALL CARRY MANUFACTURER'S STAMP ON EACH TRUSS IF AN ENGINEERED ROOF FRAMING LAYOUT IS PROVIDED BY THE TRUSS SUPPLIER, THAT TRUSS LAYOUT SHALL SUPERCEDE THE TRUSS LAYOUT INDICATED IN THE PLANS. PROVIDE TRUSS LAYOUT AND SPECS ON SITE FOR INSPECTION. ® PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) REVIEVVED FOR CODE PPR CE APPROVED OCT 18 2012 City of Tukwila BUILDING DIVISION SCALE: 1 /4" = 1' -0" FOR WHICH CONTAIN STRUCTURAL DETAILS REFERENCES, FRAMING PLANS, SHEAR WALL KEY PLAN, & NOTES. ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS, DISCREPANCIES TO DESIGNER WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. .177 AUG 17 2012 Li Q EXPIRES 12/28/( PREPARED BY: U) L a) cp a) C C I..I.J C a) =rn �a O a� a O W - LO O M� PHONE: 253 - 835 -1516 253 - 441 -4207 a V l Cl zw_s_ g r_f■ ■1 1/442 E.1 rn 0 2c-1 W W i W a BY: B.T. DATE: 5/1/08 CHECKED: J.K. SHEET NO. S4 JOB NO. I 2-56AE