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HomeMy WebLinkAboutPermit D12-152 - SINGH RESIDENCE - NEW SINGLE FAMILY RESIDENCESINGH RESIDENCE 4642 S 146 ST D12 -152 City oOTukwila • 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.: 0040000575 Address: 4642 S 146 ST TUKW Project Name: SINGH RESIDENCE Permit Number: D12 -152 Issue Date: 06/19/2012 Permit Expires On: 12/16/2012 Owner: Name: GREWAL SUKHIBIR +SINGH GURDI Address: 4224 S 148TH ST , TUKWILA WA 98168 Contact Person: Name: GARY SINGH Address: 4645 S 148 ST , TUKWILA WA 98168 Email: GARYSINGH2 @COMCAST.NET Contractor: Name: SIDHU HOMES INC Address: 4645 S 148 ST , TUKWILA WA 98168 Contractor License No: SIDHUHI881JF Lender: Name: Address: Phone: 206 - 244 -1900 Phone: 206 - 244 -1900 Expiration Date: 04/06/2014 DESCRIPTION OF WORK: NEW 7134 SQ FT SINGLE FAMILY RESIDENCE WITH (2) 474 SQ FT ATTACHED GARAGES. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE INCL. INFILTRATION TRENCH & DRYWELL, PAVEMENT CUT & RESTORATION, UNDERGROUNDING OF POWER, AND STREET USE. TURNOVER OF STORM DRAINAGE SYSTEM WITHIN RIGHT -OF -WAY. WATER DIST. 125 & VALLEY VIEW SEWER DIST. TRANSPORTATION IMPACT FEE & TRAFFIC CONCURRENCY TEST FEE. PAVEMENT MITIGATION FEE. Value of Construction: $857,550.44 Type of Fire Protection: Type of Construction: Electrical Service Provided by: SEATTLE CITY LIGHT Fees Collected: $13,899.26 International Residential Code Edition: 2009 Occupancy per IBC: 22 ** *continued on next page * ** doc: IBC- SF7/10 D12 -152 Printed: 06 -19 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y • 1 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 50 c.y. Fill 50 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: Y Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N Permit Center Authorized Signature: f• ' r Date: IP • "!� I I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Z Date: (� / This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building doc: IBC- SF7 /10 D12 -152 Printed: 06 -19 -2012 inspector. No exception. • 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: 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. 11: 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. 12: 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. 13: 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. 14: 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. 15: 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). 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 17: 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. 18: ** *PLUMBING AND GAS PIPING * ** 19: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 20: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 21: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 22: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 23: 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. 24: 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. 25: 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. 26: 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. 27: 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. 28: 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. 29: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 30: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. doc: IBC- SF7 /10 D12 -152 Printed: 06 -19 -2012 31: All new plumbing fixtures installed in nWnstruction and all remodeling involving re ment of plumbing fixtures and fittings in all residential, hotel, motel, school, industrial, commercial use or other occup ies 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. 32: ** *FIRE DEPARTMENT CONDITIONS * ** 33: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 34: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2327) 35: All new sprinlder systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance No. 2327). 36: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 37: Maximum grade for all projects is 15 %. 38: 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) 39: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 40: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 41: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 42: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 43: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206) 433 -0179 of commencement and completion of work at least 24 hours in advance. 44: Work affecting traffic flows shall be closely coordinated with the Public Works Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 45: 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. 46: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 47: Any material spilled onto any street shall be cleaned up immediately. 48: OWNER/APPLICANT SHALL SIGN W /NOTARY, A HOLD HARMLESS AGREEMENT FOR WORK WITHIN PUBLIC RIGHT -OF -WAY. 49: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 50: A bond in the amount of 150% x cost of work within the Public right -of -way, made out to the City of Tukwila for possible property damages caused by activities. 51: New storm drainage system within Public right -of -way shall be turned -over to the City, as part of the Public Works final for this permit. 52: PAVEMENT MITIGATION FEE APPLIES TO THIS PERMIT. PUBLIC WORKS PROJECT INSPECTOR, SHALL MEASURE PAVEMENT CUT IN THE FIELD - SF x $xx.00 / SF = $ . APPROX. REMAINING PAVEMENT LIFE IS (xx TO xx YEARS). 53: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. doc: IBC- SF7/10 D12 -152 Printed: 06 -19 -2012 54: The site shall have permanent erosion of measures in place as soon as possible of nal grading has been completed and prior to the Final Inspection 55: The Land Altering Permit Fee is based upon an estimated 50 cubic yards of cut and 50 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 56: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 57: 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. 58: Mailbox(s) to be installed per Post Office specifications and instruction. Contact Postmaster for approval. doc: IBC- SF7 /10 D12 -152 Printed: 06 -19 -2012 CITY OF TUKWILA Community Development Department Public Works Department, Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www.Tukwi Ia\V A.gov Combination Permit No. 1�r 15-.1, Project No::,, Date Application Accepted: 5----0r1 Date "Application Expires: L % -.0,-12 (For office use onit) COMBINATION PERMIT APPLICATION - NEW SINGLE FAMILY Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *please print ** SITE LOCATION Site Address: 4642 SOUTHVTH STREET King Co Assessor's Tax No.: PROPERTY OWNER Name: GARY SINGH Name: GURDIP SINGH City: TUKWILA State: Zip: 98168 Address: 4645 S. 148TH STREET Email: GARYSINGH2 @COMCAST.NET City: TUKWILA State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: GARY SINGH Address: 4645 S. 148TH STREET City: TUKWILA State: Zip: 98168 Phone: (206) 244 -1900 Fax: Email: GARYSINGH2 @COMCAST.NET GENERAL CONTRACTOR INFORMATION Company Name: SIDHU HOMES INC Address: AS ABOVE City: State: Zip: Phone: (206) 244 -1900 Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Name: Company Name: DHILLON DESIGN Company Name: Architect Name: INDERJIT SINGH Address: Address: City: State: Zip: Phone: (425) 802 -3666 Fax: 571 -8794 Email: Email: ENGINEER OF RECORD Name: Address: Company Name: Engineer Name: BRUCE MCVEIGH Address: City: State: Zip: Phone: (206) 571 -8794 Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per >:RCW - -1 9.27.095) Name: Address: City: State: Zip: H:\ Applications \Form- Applications On Line \2011 Applications \Combination Permit Application Revised 0- 9- 11.docx Revised: August 2011 bh Page 1 of 4 PROJECT INFORMATION — Valuation of project (contractor's bid price): $ 410,000.00 Scope of work (please provide detailed information): NEW CONSTRUCTION DETAILED BUILDING'INFORAMTION — PROJECT• FLOOR AREAS W PROPOSED SQUARE FOOTAGE Basement IS` floor 3,677 2 "d floor 3,457 Garage !4 carport • 949 Deck — covered r4 uncovered • 124 Total square footage 8,207 Per City of Tukwila Ordinance No. 2327, all new single family homes are required to have an automatic fire sprinkler system installed in the home. Please contact the Tukwila Fire Department for more information at 206 -575 -4407. EQUIPMENT AND FIXTURES — INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: Value of mechanical work $ 12,500.00 fuel type: ❑ electric Z gas 2 furnace <100k btu 3 appliance vent 5 ventilation fan connected to single duct 2 thermostat wood /gas stove 5 water heater (electric) emergency generator other mechanical equipment PLUMBING: " �1O Value of plumbing /gas piping work $ �v� 5 - bathtub (or bath /shower combo) bidet 1 clothes washer rl 1 dishwasher floor drain is shower V lavatory (bathroom sink) sink ( water closet 1 water heater (gas) lawn sprinkler system 4 gas piping outlets H:1 Applications \Forms - Applications On Line \2011 Applications \Combination Permit Application Revised 11- 9- 11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC.WORKS PERMIT INFORMATION — 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 County Health Department. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): m ...Civil Plans (Maximum Paper Size — 22" X 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report 0... Hold Harmless — (SAO) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑...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 50 Cubic Yards ❑ .. Work In Flood Zone ❑ ...Total Fill 50 Cubic Yards 21.. Storm Drainage ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ .. Abandon Septic Tank ❑ .. Trench Excavation ❑ .. Curb Cut ® .. Utility Undergrounding ❑ .. Pavement Cut ❑ .. Backflow Prevention - Fire Protection ❑ .. Looped Fire Line Irrigation Domestic Water ❑ ...Permanent Water Meter Size " WO # ❑ ...Residential Fire Meter Size " WO # ❑ ...Deduct Water Meter Size ❑ ...Temporary Water Meter Size " WO # ❑ ...Sewer Main Extension Public ❑ - or - Private ❑ ❑ ...Water Main Extension Public ❑ - or - Private ❑ FINANCE INFORMATION —THIS INFORMATION IS REOUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line number of public fire hydrant(s) ❑ ...water ❑ ...sewer ❑ ...sewage treatment MONTHLY SERVICE BILLING TO: Name: Day Telephone: Mailing Address: City State Zip WATER METER REFUND/BILLING: Name: Day Telephone: Mailing Address: City State Zip H:\ Applications\Forns- Applications On Line \2011 Applications \Combination Permit Application Revised K -9 -I I.docx Revised: August 2011 bh Page 3 of 4 'PERMITAPP,LICATION NOTES ;- A'PPLICABLE TO ALL PERMITS IN THIS APPLICATION — Value of construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PROPERTY OWNER AUT- IORIZED AGENT: Signature: Date: 05/03/2012 Print Name: GURDIP SINGH Day Telephone: (206) 244 -1900 Mailing Address: 4645 S. 148 STREET TUKWILA WA 98168 H: \Applications \Forms - Applications On Line \2011 Applications \Combination Permit Application Revised 8 -7 -1 I.docx Revised: August 2011 bh City State Zip Page 4 of 4 • BULLETIN A2 • TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME j ryik Zf?.S .gh(t, PERMIT # FS ¢642 - /444-A S-r K ) If you do not prktitiana. s or bids or an engineer's estimate with your permit application, Public Wor c Srevitthc441st estimates for reasonableness and may adjust estimates. LS 2 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: p't° Mobilization 56 6 Erosion prevention 2- 56 • t" Water /Sew Surface Wate) 32 0 Road /Parking /Access 5° ' v A. Total Improvements • 4� L 1 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. Enter total excavation volume Enter .dl.h1 volume p‘0 co cubic yards cubic yards $250 (1) /03 Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 . $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for ls' 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 l s' 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees (4) $ (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITI -I PERMIT AP LICATION (1 +4 +5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01.01.11 6`0424.Ai t49L h1i4 A 2zLZ 41-c. IG of ZS A5- ButLi 5 bta--115i RECEIVED MAY 08 2012 PERMIT CENTER • • BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees $ X03 (6) 7. Pavement Mitigation Fee (11) it) "6146814$ ) (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 6. Permit Issuance /Inspection Fee (B +C +D) 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. $ 23 -% (8) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for 1St 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1St 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. - 10,001 — 100,000 $325.00 for the 1St 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Last Revised 01.01.11 • • 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 $ (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 $ 88 H. Transportation Mitigation $ %0'/3 I. Other Fees $ Total A through I $ /013 (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ l 141 /3 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) allation Cascade Water Alliance J RCFC 01.01.2011 -1 .2011 Total Fee 0.75 $600 :..105 $6605 1 $1100 $15,012.50 $16,112.50 1.5 $2400 $30,025 $32,425 2 $2800 '.1 8,040 $50,840 3 $4, ti $96,0 $100,480 4 '. 800 $150,125 $157,925 6 $12500 $300,250 $312,750 Approved 09.25.02 Last Revised 01.01.11 Temporary Meter 0.75" $300 2.5" $1,500 3 tomni • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206 -431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 0040000575 Address: 4642 S 146 ST TUKW Suite No: Applicant: SINGH RESIDENCE RECEIPT Permit Number: D12 -152 Status: APPROVED Applied Date: 05/08/2012 Issue Date: Receipt No.: R12 -01914 Initials: WER User ID: 1655 Payment Amount:. $8,909.38 Payment Date: 06/19/2012 02:31 PM Balance: $0.00 Payee: GURDIP SINGH TRANSACTION LIST: Type Method Descriptio Amount Payment Check 11967 8,909.38 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES MECHANICAL - RES PLUMBING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES 000.322.100 000.322.102.00.00 000.322.103.00.00 000.342.400 000.342.400 000.345.830 640.237.114 104.367.120 Total: $8,909.38 7,247.50 189.00 252.00 23.50 104.00 75.00 4.50 1,013.88 doc: Receiot -06 Printed: 06 -19 -2012 • • 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.ov Parcel No.: 0040000575 Address: 4642 S 146 ST TUKW Suite No: Applicant: SINGH RESIDENCE RECEIPT Permit Number: D12 -152 Status: PENDING Applied Date: 05/08/2012 Issue Date: Receipt No.: R12 -01526 Initials: User ID: WER 1655 Payment Amount: $4,989.88 Payment Date: 05/08/2012 11:06 AM Balance: $7,722.00 Payee: GURDIP SINGH TRANSACTION LIST: Type Method Descriptio Amount Payment Check 11944 4,989.88 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW 000.345.830 000.322.100 000.345.830 Total: $4,989.88 4,710.88 250.00 29.00 doc: Receiot -06 Printed: 05 -08 -2012 eR(I INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 438 -9350 Pro a t: (tor SI Wt_ Type of inbpeCti n: A r sal ��Z-5d,(' 5f . Date ailed: Instructions: Awl coott `. A . �Special 444 Date Wanted!: 3 `i _(3... a.m. P.m. Phone No: 6 tf `/ (qo a Approved per applicable codes. CO MENTS: ElCorrections required prior to approval. p�tv �F��aI Inspector: Date _(6_( f C REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Btvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit t7(2-- (S.& PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 438 -9350 Project: (K k Nir- K Type of 1 spection �cl Addre ; 4-6 2.. . (%(i j4 et Date Called: Special Instructions: M4 Date Wanted: --16 -r s a.m. p.m. Requester: Phone No: pproved per applicable codes. J$orrectionS required prior to approval. ..4) clidy k p er. - erCct -Atv v-e (fru- (:)e-T C • MMENTS: Inspector: r....c..._ Date.3 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. f INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. L CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 a - fsz Project: Sir (,t �P�� L° G� Type -01(3. p�k iv710, Meal tl�` rJ iAt Address-41k 44 S No G Date Called: /02 Special Instructions: k(!� / P" 4, (5y(,(/` Date Wanted: / /� m. i Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 3 eA ft tnspektor: 1 Dat :1 _9 _ / T REIN PECTION FEE REQUIRED.i'rior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit b(2 -152 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 r& H i n ,CQ -nL, ._ Type f Inspection: S �(�A & �e (,t)p,cl-GA -rah (kJ, ft, _s(e °1 :\ ^ssl /Aj.,, Address: -4642- Tf^ 1.41 ” ". Date Called:-/ 1 Au;' (o.A& F'mAss Special' Instructions: kA.dre) )'urn > -.'re .,'AiA -) D AJPP/\ Fle__e F Date Wanted —ZD - P.m.. P• . Requester: 40t44-044, Phone No: Approved per applicable codes. orrections required prior to approval. COMMENTS: r, � ,ter- �y COMMENTS :0 / 14FAT_ �1.0\4p ( MfL t 8e t A e`tt'. - ice} 6, / `o u n 4 A sre__A M k;-4-cfil PA n eee 4/144kr m resr 19r Pr T1 c -,1Jkst t e/t -root (,t)p,cl-GA -rah (kJ, ft, _s(e °1 :\ ^ssl /Aj.,, i „.? u h'K -to A sopnl () r rA(„„J( ift )) -, k r 4 ( reu re e(S &r,z iUrIs4 -ii) ()AP_c<11.7 see �-- Co rot.. J:'reJ fr0�)r ,o � r t �1 ( () For-^46e Ad e� ,vv, A / 4 i p 4 l7 kA.dre) )'urn > -.'re .,'AiA -) D AJPP/\ Fle__e F 6-7-si,, PA (,, g A-(.Kwr, s n EAcr M,:sf/ . 4' (.1--7) ,r pq(`C a/cDcs p /NUOL• it jiff. (�I 1 .'( iA or k� t f:: Ai Al _ • 40t44-044, . A-74 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eq) Inspetor: Date '2 sr Vii 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 2-1Z Project: StNL Typ of In pe on:- . .- hoc /(et E �s ►sib Address: Date Called: Special Instructions: Date Wanted: .... 2 """I L.I P.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: j2Gd1" (e'er( irt/y — DlJ(Ate ) ?/ /9r 1,t15i/ - n pQ, , Inspector: C v U17 Date: 2 3 _ ► y n(RE /INSPECTION FEE REQUIRED. Prior to next inspection. fee must be ‘id at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a_ copy with permit INSPECTION NO. PERMIT NO. tit 2 -152. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 ..j Project: sINtG % Type of Inspection: ...w Address:- 6-1 (.0 2 S (y (o -- i - 5-1-- Date Called: Special Instructions: Date Wanted: `� - t �' (3 ` _ p.m- Requester: Phone No: VIApproved per applicable codes. Corrections required prior to approval. COMMENTS: Da J- 16 -I5 I I R IN ECTION FEE REQI�IRED. Prior tb next inspection, fee must be pai o`. t 6300 Southcenter B vd., 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 s�12-152- Pro /. 'r n ,, A eAcE. Type of Inspection: Addr (,4 n ?4( Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: 2 j Ci Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date; ✓ 3I 13 REINSPECTION FEE REQUIR b`. rior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit I✓ • 2 — • 51-- 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 Projebt: . � . n �� S. Type Inspection riit-K . A(0 Address: /, -{ts ia —Sr Date Called: Special Instructions: Date Wanted: a-, Requester:, Phone No: '?A Co . 2.-44 -- t Iva Approved per applicable codes. �J Corrections required prior to approval. COMMENTS: 01\P Me-4k'1l 1 G Inspector: Rate:. 3 n REINSPECTION FEE RE? UIRE ' . Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. env �'t. Jt� -•:�e: :'lSY a"T"ti.,aJ ./� —^. rsw �1- tS 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 1St_ Project,'.. n J5 Type of Inspection: /- rc3uJl I \/O /-�iG, c151.. AMA 2 l4 co-f-1 si- Special Instructions: Da a Called: Date Wanted: Vim. ZCP — (7 p.m. Requester: Phi ,- o: - 244 - ' b o Approved per applicable codes. O Corrections required prior to approval. COMMENTS: Inspector: Date: n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit. INSPECTION NU PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 41-, D12-152_ Project.>— ' G Type of Inspection: K-Ol.i4Ef —r---A1 Ake-cA Address: --rt, 4(.04 i4s 7- Date Called: ...._. Special Instructions: -7- C, — Date Wanted: Lt9 - 2_ S - t a.rr0 til., Requester: Phone No: -2/4- 15(0 b' Ap ovd per plic bl des. MENTS: rrections required prior to approval. 1)Li C;r5" f 1nspbctor: ri REINSPECTION FEE ) EQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: _ 1.9 - f INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188' (206) 431-3670 Permit Inspection Request Line (206) 431-2451 D(7-- Projee: T-. raLf Type of Inspection: 6 r 0 Li tsi 0 Ul (0 / K Address: -irt, -.'d (0 4 1 / 46 sr Date Called: Special Instructions: Date Wanted: (0 Requester: Phone No. ( Oa ApprOved per applicable codes. l)Corrections required prior to approval. COMMENTS: A & urz_ Inrctor V Date' REINSPECTION FEE REQIIRED. 9rior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule, reinspection. INSPECTION INSPECTION RECORD Retain a copy with permit- PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 , (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Projeer. N / /' - 6 1i..�C Typ) of Inspection: Fl. �� t c7 t) 1./�.v =1t Address: // -"� Date Called/::� Lijpitc Special Instructions: Date Wanted: : / a.m. 6 _ 2S- / 3 �p.m Requester: Phone No: 11 -244- 1g0c Approved per applicable codes. Corrections required prior to approval. COMMENTS: I Date l',3 REINSPECTION FWELREQUIRFD. (Prior to next inspection, fee must be paid at 6300 Southcenter Bivdi, Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit � t� -1. 2 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proje ; \ L �%�/ r c6 ft YV�_i Typ of Inspection: f i�t iv; . A.$1 ��s� ^ (� � -r sr Date Called: Special InstruCcctions:. Date Wanted: 7 a.m. CP- z5 -/3:. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: & O - Lp /u .p( CT ( 1 IL-0 v G, .. (P?,) (—`4) A'A Di p__re ,,,i5c--fi -1- - p-e 5 citc2;Nf - -Aeice� ( - /J Si..- -L-L -1-1.., 0 J In , c(k-e -- c°_, iJ 2 tiJA, (LEA7A7 Inspector: 0 Date( 9� -��,� REINSPECTION FEE REQUIRED ,�'�.v(or to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. �r�,v :�;:'3F�� -9.-�-,e '3'`"1�+a�.^"4-cMss t�r....+�r -rs_,: - a,: -c': , c3�.ri�: -'mow: ^,R�^"C,,... -�o... �p.,'� -ts• � �_y. ...- -- �. _ INSPECTION- 0. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 - (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project:: Type of Inspection: Addr s /s:�� / ^� -� �j Date Called: / Special Instructions: Date Wanted: (e (4 a.m' f3 (.m. Requester: Phone — 19 c ° C '. 24 4 Appfoved per applicable codes. Corrections required prior to approval. COMMENTS: Date: I REINSPECTION FEE REQUIRE . Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. _.. >..._- ..,"4...,._.�. -. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 �- D12- /52-- Pr ect:q i {{ H 2 r �\l C.? ! t �C Tytpg of Inspection: (� IC. v V (b -(4- - i�% Ake G 1 < Address: Xt. -4 ( Z Kb Sr- Date Called: -- Special Instructions: Date Wanted: (,0`4"l3 a.m. p.m. Requester: "..- Phone C.AC t No: - 24 r 9 00 Approved per applicable codes. Corrections required prior to approval. COMMENTS: r-- 2 Aa 1.-P e'ich6\,J Ov cr d i` R-e \ ,J S -zt ` i 6 ‘.0_0 R.._ ---- , t , & C-16 o1 ..-- - --k ),.k.5 i e___Ac 0,1(X c l r) i \..) S - - , 4 /\ In) � 1 Date:! ( 4 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �...�J- x- +...�.,r��•.7ti rte. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Da -152 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 L.. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 ProjecE, .n6E"5 Type of Inspections Co(AZ,:1Co Ad4s r2 X Date Called:. 6 2-. T d Special Instructions: Date Wanted: (.9 — �.4 _. (3 m. Vim. Requester: Phone No;. Approved per applicable codes. I...J Corrections required prior to approval. COMMENTS: Ins ector: J Dater ( / ,(3 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. _„J.,.ata- �-'a�, �,,r...!'....:��....,. ___.. _ �...._.,�'�' ---� :rte• --.r INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY O.F TUKWILA BUILDING. DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 1+Q— (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: % Type of Inspection.. I Address: 4.CD 4L- 7L I40-Si __ Date Called: .--- -. Special Instructions: Date Wanted: ! ---1- 0 —4 t p.m. Requester: Pho//fseNO: 4 ' 90 r7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inskector: Date: Lo F-1 REINSPECTION FEE REQUI ED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 V2— D(2 -( SZ Proje f .,�� /�� Type of Inspection: Url1 I2f7 JrO A..0_3 Address: Date Called: Special Instructions:.._ ,.. Date Wanted: b: 4 1 3 . --d. °m. (,m. Requester: Phone No: G - 7_44 _ 15 D 0 Approved per applicable codes. • El Corrections required prior to approval. COMMENTS: 41. n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule.reinspection. t0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit DID J PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431 -3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 Proj g ct x 1AJrv1-- / Type of Inspection: (Col)co - -.7n!-/ 62As Address: �# (0 42 -rs 14 (o °--- -`r Date Called: ----� Special Instructions: Date Wanted:. '" Vim,. S -- s (_ (,3 P.m. Requester: Phone No: 7,c9 67 — 244 -' l q 00 Approved per applicable codes. Corrections required prior to approval. > COMMENTS: Inspector: Date��(— n REINSPECTION FEE REQUIRED.` Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 (206) 431 -367 Project: t �" iy `--- of � J " Address: ( -7a- Date Called: Special Instructions: Date Wanted:. _�� -13 ...-- n, p.m. Requester: Phon 2 „ I 1 q /f Approved per applicable codes. Corrections required prior to approval. COMMENTS: DI A-- - A-41/k w\-'k/ v Inspdctor: 1-� Date: 3_,. 13 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP CTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 c (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 S) 2 -1 52.. Project: Stt`1C.lt tZC.S Type of Inspection: tAi Alt /S►-IPAiH INC. C (IF AtZ. Address: �+ U Co Co'1 z. iLi G., �- 7� Date Called: Special Instructions: Date Wanted: I --S----. I Z a.m. Requester: Phone No: 2-0(c)- 2_y44 — I C 00 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: t, Date` _ (1 REINSPECTION FEE REQUIRED. Prior t/ next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO:, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 �- (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 `` ` L6/2 /5 2 Project: Address: 4'6 1/.2_ Type of Inspection: /QeG f= 6744-4 ?'V Date Called: / S/ Special Instructions: Date Wanted: c— /A) . -/, (a:m� Requester: Phone No: r2L -24'(/-/9'� Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector: Dater ,� I -- n REINSPECTION FEE REQUIREOty it o to next.inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sched"ule-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 X12 -15_ Project: SIN GH Vic, Type of Inspection: R00F . 1`IPi il11 t11 Address: 4 (®y Z S t 4 (o C Date Called: --,.. Special Instructions: Date Wanted:. Ci ..r.. b - I "7 a.m. p.m; Requester: Phone No: EiApproved per applicable codes. COMMENTS: 194. aCorrections required prior to approval. (4 t/y4'7 iztz/ifl) Date: /2 j/ REINSPECTION FEE REQ1 IRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Inspector:, INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project fV6 ! Type of/ln�Aoio V 'v �� 1 Address: -404 Z l 4(� f Date Called: - Special Instructions: ` Date Wanted:-.-7 a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: s hl Inspecto� AL n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid 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 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 /IL Proje Type of Inspection: r F4°0<.07(— Addrets:(04 Z 1 .4 cI:1757._ Special Instructions: NA ElApproved per applicable codes. Date Called: Date Wanted:.. Requester: 2.44 - ( 912 Corrections required prior to approval. COMMENTS: ,ro Le„.--sciz,a.0 Ve____ (AIWA. i jjo ,o t &o kip( -hA NM ; M a f. c �-, t 1Z ( t� `-fir', .�3 . ) .. -✓ c-r- i)3Li (Iters, Insp ector: A vi Date', r z-3 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit DCD/1,-/52, 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 S (/\/ %ZeS< Type of nspection:. !E �oe � , f1h ; ! l rA Jl3 Address: /f \.-i Date Called: Special Instructions: Date Wanted:. a me Requester: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date REQUIRED. n REINSPECTION FEE Pr r to next inspection, fee mustbe' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection INSPECTION RECORD l 2 - / 5 Z �' Retain a copy with permit �A INSPECTION NO. PERMIT NO. / V CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 kr. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro'c -t+ V Type of- Inspection: I, Address: 77 �j -`'f- Date Called: Special Instructions: Date Wanted:. -7 - =-, t — +A in.; _ p.m. Requester: Phone No: 2,6 (0 (56 d Approved per applicable codes. COMMENTS: Corrections required prior to approval. po Lk4. Inspector Date:7 0 REINSPECTION FEE REQUIRE ' :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../ 12 - (52_ INSPECTION NO. PERMIT NO. ,! CITY OF TUICWILA BUILDING DIVISION ��/� 6300 Southcenter Blvd., #100, Tukwila. WA 98188 c_ (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: S geS Lk- Typedf Inspection: Address:, el (AL t4 (— Date Called: Special Instructions: Date Wanted:. n _ a.m. (0 -2,e) ( C._ P.m. Requester: Phone No: ? oCo -2-44 - ( ' 00 Approved per applicable codes. a Corrections required prior to approval. /5 COMMENTS: Ot(_ c�1Z • Inspe tor: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule_reinspection: INSPECTION RECORD Retain a copy with permit INSPECTION NO. ; PERMIT NO. CITY OF TUKWILA BUILDING DIVISION '6300 Southcenter Blvd., #100, Tukwila. WA 98188 -(206) 431 -3670 ,.Permit Inspection Request Line (206) 431 -2451 1)12 -152 Projec '1.1"‘6h _ ,_ . e5 Type of Inspection: SD - T i4Trcd -, en -re* , f /15TG.t (ed 4-6 64-i Address v- �i�oW Z - .S (qCv S I- Date Called: 6115 r2 Ty t. C5 se4 iel y ri 1.14.- -of -` ay Special Instructions: Date Wanted:.r SIIGlri_ ,"p.m. Requester . Laid 'ac:f. ;1(, �r�.ez rS LaidpI • I /t Phone No: 241-( -1 IOC' use& - C : b4ckr;I1. Approved per applicable codes. aCorrections required prior to approval. COMMENTS: - T i4Trcd -, en -re* , f /15TG.t (ed 4-6 64-i ,Sf ? a S. O fa bac%Fr( 1. f Ty t. C5 se4 iel y ri 1.14.- -of -` ay wifh 42" PvC- s-forni retn +0 rive 4S;-,r14 Cs a.-4 -- e_ -- property ct44, CU rnadied ( ;%te : St & "rrn rip. n2 y . � rots . Ok M C r SG+nd a . Laid 'ac:f. ;1(, �r�.ez rS LaidpI • I /t 5(% . Goa .c tieJ dock. w h rig"4 re.cYcfed use& - C : b4ckr;I1. Inspector: Date: 1&(f2 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 5� INSPECTION NO. INSPECTION RECORD Retain a copy with permit P12-- 152 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: Sr -. R . Type of Inspection: SD idez -l- C,P) %f- 2 ti 3 Address: v Li(1' 42. -s / AI& S - Date Called: 7 I l i t z- cif s Prod a rats at n of hooked fo Special Instructions: Date Wanted: . X Requester: G7 Phone Phone No: Z1W-fyv6 aApproved per applicable codes. DCorrections required prior to approval. COMMENTS: — Cg I $ C8 0-2- 64-4 di 1 'iS-fa(leoi l-Se�F� Biel" e rt- ride, rat S • I e_ •r /!'F: f-t -ra--t c Oli per idez -l- C,P) %f- 2 ti 3 Se.f- aeld tis# f(ee( 4o Crfy Sfuricidtrds. D(4 4-0 loa c kP (!. Dou.Jr► Sioo,.Lt &ArarnS t✓lsk((rof Pep- cif s Prod a rats at n of hooked fo ca 44- ( - Ck r lhec1c61l • Inspector: Date: 7 /,F //f r7 REINSPECTION FEE-REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 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: Type of Inspection: Address: V (.6,va s /4/6 St Date Called: a7 ,66 // Special Instructions: Date Wanted:. / C)-% 76lo %/p._ a. CP .m. Requester: a,fsd_ s,-A9.z, ` 7(Ct/j, G� -10 ioaC I -(f /.. Phone No: • DApproved per applicable codes. D Corrections required prior to approval. COMMENTS: - C/C W/) So L.. eR rat.) j. i‘�'S(Y•:( /r.G,l/ pc. r /o GA. pPioue'o ` 7(Ct/j, G� -10 ioaC I -(f /.. Inspector: 'Date: / if c n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • INSPECTION NUMBER l t -, INSPECTION RECORD Retain a copy with permit /2 -5- ,1 /2 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT *444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 •Project: • ,f '-' jam- OH" 4-1/4-/C Type of Inspection: y /-i /- l� 44, /vt-c 74., /.41././ 1..e/ e Pi is, `i, Address: Suite #: 2 ./47 Si-- Confact Person: • Special Instructions: l �. _ = d `l,evr A /44/1'S /l/v/ 9,liii4 ( QeG c ."4— eer Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4J,_ /.S orc-p /, o r 2,r,11,, 7/ 6-,,..,i-/ f Ataatine. Y 44, /vt-c 74., /.41././ 1..e/ e Pi is, `i, ,. . -Ilia, ht ai S A.4971 /4.€, Dew c y . ihme 0w .i -- 4.1 /1 /Z,,� 5,11.,f7/ Lt/..0 41//// /YD/ 6' c do /7 7 k ... / 4 :.x c/ ! 710, L- or-ze-cel 1 l �. _ = d `l,evr A /44/1'S /l/v/ 9,liii4 ( QeG c ."4— eer p/c / , 4a,Z A i.Yr /,1, v--/ e Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: - Occupancy Type: Inspector ,,j/s°- 3 Date: 9/01.1 Hrs.: /. 0 , 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from t e 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 F LE COPY Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Cell: (206) 571 -9794 Date: June 5, 2012 Subject: Soil Bearing Capacity, New Residence, 4642 S. 146th St., 98168 General. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 8 2012 City of Tukwila G DIVISION Site is located on the north side of S. 146th Street at the above address. The parcel area is 39,161 square feet. It is very level. This new house replaces an older house recently removed. The site was lawn previously and will remain so in areas not used by the house and driveway. Soil Type. Soils on this site and surrounding areas consist of a somewhat eroded Alderwood Association which consists of a general loam of some type overlying a clay or till layer. The soils on this site which would be bearing soils for the building foundation consist of dense undisturbed native sandy loams. Capacity. Based on experience, the soils on this site would have a design bearing capacity of 2,000 PSF. Note. Should soils be encountered on the site during foundation excavation which would be fill, or soft or overly saturated clays or silts, this office should be consulted to determine if adjustments need to be made to foundation design. Bruce MacVeigh, P. Civil Engineer singhgarybighs04 /1207 Dig -- 15'Z EXPIRES: 4/241/3 1 CORRECTION RECEIVED JUN 05 2012 PERMIT CENTER FILE- COPY ierm t No. Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Cell: (206) 571 -9794 Date: May 4, 2012 Subject: Drainage Calculations, New Residence, 4642 S. 146th St., Tu General. REVIEWED FOR CODE COMPLIANCE APPROVED 'JUN 0 8 2012 Ila, WA 98168 City of Tukwila BUILDING DIVISION Site is located on the north side of S. 146th Street at the above address. The parcel area is 39,161 square feet. It is very level. This new house replaces an older house recently removed. The site was lawn previously and will remain so in areas not used by the house and driveway. Calculations. The area of the building and its driveway is 0.23 acres and are the only impervious areas on the new site. Due to topography and surface soils, only the impervious areas will be served by the new drainage system. Based on measured soil infiltration rates for the Sidhu Homes, Inc. 9 -Lot short plat two blocks south of this site, it may be assumed that this site could reasonably use the same infiltration rate. The measured rate is 17.8 min. /inch. A 2 foot deep trench is assumed as a conservative depth. Since the system will have an overflow into the street system, which is identified as not having a capacity problem, no additional safety factor will be used. Attached is the KCRTS printout. It indicates a trench 2 feet deep, requires an area of 482 square feet. Assume a width of 7 feet for the trench. The resulting length is 68.9 LF, which is rounded up to 70 LF. Conclusion. The trench should be 7 feet wide by 2 feet deep by 70 feet long. Collection will be by Type 1 catch basins with tees into the trench. The flows from all of the impervious areas must be led into the trench, specifically flows from the house roof and all of the driveway. Overflow will be into the adjacent street drainage system. Details, as adjusted, from Appendix C of the current KCSWM Manual, are used for the syste ce Macgh, Civil Engineer singhgarybighs02/1207 bL) 12 'EXPIRES: 4/241/_? CORRECTION RECEIVED JUN 05 2012 PERMIT CENTER ------- - ^. �' -------� �------- | --� ---'------��---�--- -'--- ----------'--- � ! ' / -'- i | | | - i ! ! i i \ � i , - . --,. __-_-----__ - - - ' _i -----' -^-' ~'------''--- ^ ' ^- ^' -( -'----`-^'---- Jr. / �=-' �� �� -�''--� 'r'7:.1. ` ���/s����- = i 0#-> l- - �,� ----' � ���� --- --'-_---'-------'------ - . 1 � � �'_--__�-- '--'—' ----'--1--- | l--- / -- l l�- '/ ._, . 1 -_----__- ''~- 1 `__- ^�^_----__-~_-_ i-' �� .-' A. i 0 1~______+-_ ------------------ � | ' _ _4_ -- / . --'- _ -' ^ --i .«��,^-° �-/ 7,. I 1 _ _ _ _.z...-_ 0_,__Z__a_ -1 /69/ 67 Fe? 5-r" _. I _____ _.__________ . 1 --"t -II> frE-R 4- 7..c i 1 1 70 I - J . 1 - - -. -' � ---`--''��-----'-------- �-� -------- ` ---- ------1--'--- / ausea Help /,Files. an e. pea s t at ave c ange.: Peak Year 6 changed from rank 3 to 2 Peak Year 7 changed from rank 2 to 3 Step:7b Route Timeseries to Point of Compliance Route Time Series Facility Length= 243.0246 Trial Area Storage -Avail Storage -Used Target Result 20 486.0 291.600 291.600 2.000 2.005 Step:7a Select dates for Iteration Hydrograph Ranked peaks that have changed: None Step:7b Route Timeseries to Point of Compliance Route Time Series Facility Length= 243.0247 Trial Area Storage -Avail Storage -Used Target Result 21 486.0 291.600 291.600 2.000 2.005 Step:7a Select dates for Iteration Hydrograph Ranked peaks that have changed: None Step:7b Route Timeseries to Point of Compliance Route Time Series Facility Length= 243.0249 Trial Area Storage -Avail Storage -Used Target Result 22 486.0 291.600 291.600 2.000 2.005 Step:7a Select dates for Iteration Hydrograph Ranked peaks that have changed: None Step:7b Route Timeseries to Point of Compliance Route Time Series Facility Length = 240.934 Trial Area Storage -Avail Storage -Used Target Result 23 481.9 289.100 289.100 2.000 2.000 Step:7a Select dates for Iteration Hydrograph Ranked peaks that have changed: Peak Year 6 changed from rank 2 to 3 Peak Year 7 changed from rank 3 to 2 Type of Facility: Gravel Infiltration Trench Facility Length: 240.93 ft Facility Width: 11 ft Facility Area: sq. ft Effective Storage Depth: 2.00 ft Stage 0 Elevation: 0.00 ft Storage Volume: 289. cu. ft Vertical Permeability: 1 .81 min /in Permeable Surfaces: Bottom Riser Head: 2.0' ft Riser Diameter: 12.00 inches Top Notch Weir: None Outflow Rating Curve: None Click Right Mouse Button or Press Any Key to continue Flow Frequency Analysis Time Series File:singh146.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates--- Flow Rate Rank Time of Peak (CFS) 0.056 7 2/09/01 2:00 0.049 8 1/05/02 16:00 0.068 3 12/08/02 18:00 0.050 6 8/26/04 2:00 0.068 4 10/28/04 16:00 0.060 5 1/18/06 16:00 0.084 2 10/26/06 0:00 0.108 1 1/09/08 6:00 Computed Peaks Flow Frequency Analysis - - Peaks - - Rank Return Prob (CFS) Period 0.108 1 100.00 2 25.00 0.068 0.060 0.058 0.056 0.049 0.100 3 4 00 5 3.00 6 2.00 7 1.30 8 1.10 50.00 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 Till Forest 1111 Pasture Till Grass Outwash Forest Outwash Pasture Outwash Grass Wetland lmperwlo Scale Fact 0.000 0.000 0.000 0.000 0.000 0.000 i 0.231 armor C 15- minute ` Historic Compute Total Area Enter area for this land use type, 0.0 if NONE STRUCTURAL CALCULATIONS BEAMS SHEAR FOUNDATION NEW SINGLE FAMILY RESIDENCE Sidhu Homes, Inc. 4642 S. 146st Street Tukwila, WA 98168 Prepared by: Bruce S. MacVeigh, P.E. Civil Engineer 14245 59th Ave. S. Tukwila, WA 98168 CeII Ph: (206) 571 -8794 '/z /Zo7 FRE C PY bi 1s2 REVIEWED FOR CODE COMPLIANCE • APPROVED 'JUN 08 2012 City of Tukwila BUILDING DIVISION RECEIVED MAY 08 2012 PERMIT CENTER /ss BEAM CALCULATIONS z4s BEAM CALCULATIONS DATE: :/ wily '/ Z PROJECT: C, / //-14-1,4/ /loos ES S MEMBER LOCATION: 1/1 1 ,t � � A X D SPAN = L = / Z / FEET DL = 2 ° PSF LL = PSF THEREFORE TL = -¢S PSF t 6 A w = TL x width contrib. area = Z 7 D PLF ¢S'x A? MDES. (UNIF. LOAD) = Z70XIZ /$ w x L2/8 = Z MDES. (POINT LOAD) = ((L — FT # FT # FT # IN # xP)xXFT# FT # FT # IN # BEAM OR JOIST TYPE : /1i« e-0 GRADE: N/ #Z 'Fb = C'S-0 PSI BEAM OR JOIST SIZE: S= bxd2 /6IN3= THEREFORE: (AABEAABLANKBLANK.DOC) ' "x /Z`1 MCAP. = MCAP. S GREATER THAN 02 �H Ado„ 73, 8 3 IN3 79, 8 7 Fb = MCAP. IN # _'2s 75-‘ IN # l3, 6 4 o MDES. = S-8 Yzo IN # REQUIRED THEREFORE OKAY 3/ c BEAM CALCULATIONS DATE: :/ '7/17 '/ Z- PROJECT: °Y s°i" ' fri ,,G /© asp . MEMBER LOCATION: 1751 > -s A' G'Fit iH4 TOes >S SPAN = L = 2 FEET /6 "e >2s DL = 2 o PSF LL = le? PSF THEREFORE TL = a PSF w = TL x width contrib. area = 8 ° PLF " 2!, eO MDES. (UNIF. LOAD) = w X L2 /8 FT # z z-VS FT # 3 Z40 — �%, 846 FT # ' — IN # MDES. (POINT LOAD) = ((L — X) / L x P) x X FT # FT # FT # IN # BEAM OR JOIST TYPE : 7- -7 Z GRADE: 3 C ft) 2 /0© BEAM OR JOIST SIZE: //% S = b x d2/6 IN3 = THEREFORE: McAP. = S MCAP. _ GREATER THAN THEREFORE OKAY (M LANKBLANK.DOC) 1N3 McAP. IN # Er _ /e9 6 # 36z�dO Er MDES. = Wig¢° kA # REQUIRED 3, z4QC. PSI Design Properties, Material Weights, and Job -Site Safety 5 Trus Joist • TJI® Joist Specifier's Guide 2025 • January 2004 Design Properties (l00% Load Duration) Depth Basic Properties Joist Only : El x 106 ....(In.2- Ibs): Maximum Vertical Shear Ibs , ( ) Reaction Properties 1�i" 314" Intermediate ' End Reaction Ibs Reaction o - -( with No ener. Stifh Wes' (Ibs) ... Stiffeners : Stiffeners TJIe Joist Weight (lbs/ft) Maximum Resistive Momentll) (ft -Ibs) 110 2.3 ?.2 380 140 1,220. 885 - " 1,935 .` N.A. ,, 914" 210 2:6 -2,860 167 1,330 980.:,; 2,145.: . N.A. 230 2.7 .: 317 ... 183 1,330 :. 1035:;:. ...::.2,410 . N.A.: 2.5 01 238 1,560. ;. 885 . -- .1 , : - '; 2,295: 1141 3, 2.8 ,. t 283:.; 1,655:'. ';980 .:. ,935 2;145 ` : ,.2,505'; _...,,,..,..7c1 3.0 , t 5 310. 11W' 1,655 1,035 • 2;410 2,765. _ 3.0 . 6180 419 1,705 11080 '2 460 _ 2,815__ 4.0 , -9,500 1,2657 r 560 -. 636 2,050 :: 3,000 ::;3,475 110 2.8`' 3,565 "•.'• 351. `: 1;860 885 1,935. • 2,295 210 .. 31; ; 4,280 ' 415 1,945 980 .. 2;1'45 2,505 14" 230 3.3 . 4,755 454. 1,945 ,. 1 035.;r 2;_410 : .;':2 ;765 - 360 3.3 :. 1,335 612 1,955: 11080:'` "' ' 2,460 . . ` ` 2,815 560 4.2 11,275 • ' 926 2,390 1,265 °. • '3.000 .` ',. 3,475 210. 3.3 .. 4,895 566 2,190 980 ;- 2,145 2,505 16" 230 3.5 5,440 . 618 2L190 . 1,035 '. 2,410 .. ';''2,765 360 3.5 "830 2,190 - 1,080', . 8,405, 2,460 ' ?;2 2,815 560 4.5 - 12,925 1,252 2,710 ;: 1,265;, 3,000 , :,3.475,; (1) Caution: Do not Increase Joist moment design properties by a repetitive member use factor. General Notes • Design reaction includes all loads on the joist. Design shear is computed at the face of supports including all loads on the span(s). Allowable shear may sometimes be increased at interior supports in accordance with pending ICC ESR -1153 and these increases are reflected in span tables. • The following formulas approximate the uniform load deflection of a (inches): For For TJI® 110, 210, 230, and 360 Joists TJI® 560 Joists 22.5 wL4 2.67 wL2 �= El + dx105 22.5 wL4 2.29 wL2 A- El + dx105 w = uniform load In pounds per linear foot L = span in feet d = out -to -out depth of the joist In inches El = value from table above NOT allow-workers- to =wall ;on: foists uittilibra?e71, I1V/URY ivt#Pt,s0iXt4i } �0 NOT, ?stdck'butldtltg�mcitehq m iinshedthed jofstsrStatk orll . over: beets or walls z WARNING Joists are unstable until bra■cei literally Bracing Includes:. • Blocking • Hangers • Rim Board :. • Sheathing • Rim Joist • Strut Lines TJI® joists are intended for dry-use applications Material Weights (Include TJI® weights In dead load calculations -see Design Properties table at left for joist weights) Floor Panels Southern Pine iii' plywood 1.7 psf 4%' plywood 2.0 psf V4. plywood 2.5 psf 11/4' plywood 3.8 psf 1,3' OSB 1 8 psf W OSB 2.2 psf 3' OSB 2.7 psf OSB 3.1 psf 1W OSB 4.1 psf Based on: Southem pine - 40 pcf for plywood, 44 pcl for OSB Roofing _ Asphalt shingles 2.5 psf Wood shingles 2.0 psf Clay tile 9.0 to 14.0 psf Slate (W thick) 15.0 psf Roll or Batt Insulation (1" thick): Rock wool 0.2 psf Glass wool . , 0.1 psf Floor Finishes Hardwood (nominal 1') 4.0 psf Sheet vinyl 0 5 psf Carpet and pad 1.0 psf 3'4' ceramic or quarry tile 10.0 psf Concrete: Regular (1') 12.0 psf Lightweight (1') 8.0 to 10.0 psi Gypsum concrete (3/4') 6.5 psf Ceilings Acoustical fiber tile 1.0 psi Ye' gypsum board 2.2 psi 9 ' gypsum board 2.8 psf Plaster (1' thick) 8.0 psf .WARNING.; Lack of concern for proper bracing during construction can �,,result.in-serious•accldents. Under normal conditions If the "VOTES'! 'I guidelines are observed, accidents will be avoided. 1 Ajl,biockmg hangeresrlfn •boards, and rim joists at the end supports of the „ TJI1oists must be completely•Installed and properly-nailed: 2 Lateral strength; like a1,- ac end wall or an existing deck, must be estab- �lished: at the ends ofthe_ bay. {This can•also be accomplished b•a temporary or i•� permanent deck ( sheathing) Jastenedto the. first 4 feet of joists at. the end of ,, they r .r � � rie,iK . flz h J3 Safety.bracing,lines`of 1,x4.(minimum) must be nailed to a braced end wall or cf_s, "sheathed ardaa's`in note and to each joist:. Without. this bracing, buckling• _ sia'eways OrF,tOIlbveris Highly probable undeght construction.l.oads -like a v wiirker or orie;layer of tmnalled sheathing: .t •.. _'44, :i; tt Ilia g hiui1 be totally attached to each TJI® joist'before'additlonal loads : and placii . an the system : has „df cantil ' ers requlre safety,bracing on both the top and bottom flanges • o flange`s, treteaittstralght;within a tolerance of 14 from true alignmen . • BEAM CALCULATIONS DATE: ./ /i,'7 '/ Z PROJECT: c1'Y �= '`� /' ' //© cis z' MEMBER LOCATION: 1/2 !l /7 ".1". #e POOR /IPA SPAN = L = 6 r FEET /r/0 7L" % OP i�EIa C.✓ //� e7 01.G� DL = ZD PSF LL = PSF THEREFORE TL = GD PSF w = TL x width contrib. area = PLF 6o lc MDES. (UNIF. LOAD) = W X L2/8 FT # ‘�0 x G %3 FT # FT# IN# = 3S X40 MDES. (POINT LOAD) = a• — BEAM OR JOIST TYPE: BEAM OR JOIST SIZE: 6' x /0 " xP)xXFT# FT # FT # IN# GRADE: 91/Z •Fb = gsd PSI S = b x d2/6 IN3 = = 71 87 IN3 THEREFORE: McAP. = S (2ABBAMBLAN18LANK.DOC) Fb = McAP. IN # MCAP. _ = �3 C4o IN # GREATER THAN MDES: = 35.-‘40 IN # REQUIRED THEREFORE OKAY �� s BEAM CALCULATIONS DATE: ./ /'i.f/ '/ Z PROJECT: ��27 //z -1,/ MEMBER LOCATION: D 6•9 .e.4 4 £ C6it /A.4- SPAN = L = 2/ • S FEET DL = ZO PSF LL = PSF THEREFORE TL =. 6 a PSF z(, -, /6" c7gs w = TL x width contrib. area = B D PLF /6 " MDES. (UNIF. LOAD) = w x L2/8 FT # z /, s-Z/8 FT # ‘Z3 FT# IN# MDES. (POINT LOAD) BEAM OR JOIST TYPE : / -7-1 GRADE: 3‘ e BEAM OR JOIST SIZE: // /8 S = b x d2/6 IN3 = _ Mc p. = S Fb McAP. _ GREATER THAN THEREFORE: (AA AAliBLANIBLANK.DOC) THEREFORE OKAY IN3 McAP. /8d MDES. = ` ‘23 X)/L x P) x X FT# FT # FT # IN # IN IN # PSI IN # REQUIRED I 1, BEAM CALCULATIONS DATE: / rig/ '/ Z- PROJECT: cam')' MEMBER LOCATION: [I /1.1r ,/ /o).s:"' 6;4g4 oo,e //D A" �L307,4' SiD6S� SPAN = L = FEET DL = PSF LL = " PSF THEREFORE TL = PSF k (0.41) UpPE,2 w,q.z 1-0,9 b = 9 ' x 20 Psp = /Bo PSF moo'k(zo�z ?oo PL I. 6707. / 08o pt. w = TL x width contrib. area = /, "c7 PLF MDES. (UNIF. LOAD) = W X L2/8 . /‘,S%13 MDES. (POINT LOAD) = o 4g FT # FT # FT # IN# X)/L x P)xXFT# FT # FT # IN # BEAM OR JOIST TYPE : 6'e‘"/"01-1- GRADE: 'Fb = Z,¢GD PSI BEAM OR JOIST SIZE: 54 " S = b x d2/6 IN3 = = /72, 2- 1N3 THEREFORE: McAP. = S Fb = McAP. IN # MCAP. _ = 4 z8° IN# GREATER THAN MDES. = 1% e' 145' IN # REQUIRED THEREFORE OKAY (AABEAMBLANKBLANK.DOC) BEAM CALCULATIONS DATE: ,/ , "9'X '/ : PROJECT: c..9-0'Y .s" w• x-/ ivE44' /l®v.s MEMBER LOCATION: 1,c' p /•yi../" ('4/Li"4 SPAN = L = �S ° FEET DL = ° PSF LL = 4 PSF THEREFORE TL = 6 PSF w = TL x width contrib. area = B n PLF 'T MDES. (UNIF. LOAD) = w x L218 FT # , ` /te FT# Z, 2 S FT # IN # /LxP X FT # FT # FT # IN # BEAM OR JOIST TYPE : 7 .71. GRADE: //D 'Fb / PSI BEAM OR JOIST SIZE: / /'' S = b x d2/6 IN3 = THEREFORE: (AAEEAABLANKBLANK.DOC) McAP. = MCAP. = S 1N3 = MCAY. IN # /r-T = 3, 0J$ JN# z, 7S—° i4# REQUIRED GREATER THAN MDES. _ THEREFORE OKAY SS ,1, BEAM CALCULATIONS DATE: / /I•97 '/ Z.-- PROJECT: `�'Y s"iNG NON' //©v.s MEMBER LOCATION: I a I /re, .S/,d SPAN = L = /45c'' FEET .0 (/-2- LI- o A 6) f fXZ01 /8o PcF To ,U /-'" 'Poo •1 DL = Zo PSF LL = PSF THEREFORE TL = 6'O PSF w = TL x width contrib. area = 1. PLF) 6e /c-/ t /moo = G.3o ,bc // MDES. (UNIF. LOAD) = W X L2 /8 = X30 /8 2/6 MDES. (POINT LOAD) = BEAM OR JOIST TYPE : lzvzi3-fl GRADE: BEAM OR JOIST SIZE: % " X /Z " S = b x d2 /6 IN3 = _ /62.0 1N3 THEREFORE: (MMBEAMBLANKBLAN1CDOC) MCAP. MCAP. FT # FT # FT # IN# /LxP)xXFT# FT # FT # IN# •Fb = ° PSI Fb = MCAP. 1N # = 388) 3' IN # GREATER THAN MDES. = 3('6C, /PLO IN # REQUIRED THEREFORE OKAY BEAM CALCULATIONS DATE: / z- PROJECT: -' s"f'"G'`' „' ' MEMBER LOCATION: lyl //I/z v.ti0.04 S7sa" SPAN = L = /o- o FEET DL = Zd PSF LL = 4b PSF THEREFORE TL = PSF s' w = TL x width contrib. area = z PLF 60 x s--t 5� z MDES. (UNTF. LOAD) MDES. (POINT LOAD) w x L2/8 Zs5 x /a /B 36') Z.5-0 FT # FT # FT # IN # X)/L x P) x X FT# FT # FT # IN# BEAM OR JOIST T Y P E : / 1 i « 1 7 D GRADE: / / / / Z "Fb = 8 49 PSI BEAM OR JOIST SIZE: ¢ "x // " oz " x /0 S = b x d2/6 IN3 = _ THEREFORE: Mc y. = S Fb McAP. 73-83 IN 3 74,8-7 GREATER THAN MDES. = THEREFORE OKAY (AABEAMBLANKELANK. DOC) MCAP. IN # 0, 75-6 63, 6.40 IN # 38 z 5-0 IN # REQUIRED ��s BEAM CALCULATIONS DATE: / , A'>' // PROJECT: c•-? 7 /vE w / / ©v5 MEMBER LOCATION: "P.6"R NA It_ .7o•s 7'5 SPAN = L = 0 t FEET . /6 "i,es DL =a° PSF LL =4 °PSF THEREFORE TL = 64) PSF w = TL x width contrib. area = B ' PLF Go /6 MDES. (UNIF. LOAD) = w x L2/8 8v- s2 /8 z s-� MDES. (POINT LOAD) = l(L — FT # FT # FT # IN# /LxP)xXFT# FT # FT # IN # BEAM OR JOIST TYPE : 7--7-1 GRADE: //27 "Fb =/ PSI BEAM OR JOIST SIZE: //'48 " S = b x d2/6 IN3 = _ THEREFORE: (AABEANBLANKBLANK.DOC) MCAP. = S Fb MCAP. = GREATER THAN THEREFORE OKAY 1N3 MCAP. IN # = 3, o/ S" IN # MDES. _ sv IN # REQUIRED BEAM CALCULATIONS DATE: / /six/ � z- PROJECT: C79 -s'Y „ w //vas MEMBER LOCATION: 1.-51 U pp,ER p a t C/ fors -r s SPAN = L = // ° FEET DL = z" PSF LL = PSF THEREFORE TL = 60 PSF -T w = TL x width contrib. area = 8 o PLF ;� rz l // / MDES. (tJM F. LOAD) = ;Ve, x L2/8 FT # _ x rrZ /8 FT# 1, 2/0 FT# f �e7" = _ — IN / MDES. (POINT LOAD) = ((L – X) / L x P) x X FT # FT # FT # IN # BEAM OR JOIST TYPE : % T Z GRADE: //O 'Fb PSI BEAM OR JOIST SIZE: // 25? (/ S bxd2l6IN3= = IN3 THEREFORE: McAP. = S Fb = McAP. IN # McAP. _ = 3, o / IN # GREATER THAN MDES. = 4 2 / IN # REQUIRED THEREFORE OKAY (AAg$AMBLANKBLANK. DOC) /3/5_5_ , t, K BEAM CALCULATIONS DATE: / /'1417 // PROJECT: °Y 5-/,,ex--/ /Liz-fry "0 a.5 MEMBER LOCATION: n U,o,o PoR rN SPAN = L = /6. d ' FEET ovy DL = Z 7 PSF LL = - O PSF THEREFORE TL = g O PSF w = TL x width contrib. area = 3-70 PLF MDES. (UNIF. LOAD) _ w x L2 /8 330. /6 Z/9 MDES. (POINT LOAD) = qr-# — BEAM OR JOIST TYPE : 6eI3 GRADE: BEAM OR JOIST SIZE: 3 /B x J 2 " S = b x d2/6 IN3 = THEREFORE: MCAP. McAP. (AM LANKBLANK.DOC) = %S,O 1N3 FT # FT # FT # IN# /LxP)xXFT# FT # FT # IN /4 'Fb = z,44P o PSI Fb = McAP. IN # _ /go,voO IN# GREATER THAN MDES. = /426 7Z0 IN # REQUIRED THEREFORE OKAY BEAM CALCULATIONS DATE: / J-iA'7 '/ z- PROJECT: Cam'-' .s'" ' Ai ' ,," %v as 4," MEMBER LOCATION: 121_ ,r po .+ 7 D oo k N1 i SPAN = L = ‘• S FEET DL = za PSF LL =1)0 PSF THEREFORE TL = 6 D PSF /1/ 0• i A-1/.4/Paco/1)00 /18"o E. /, /F'oo w = TL x width contrib. area = L? ?e, PLF x /-7`z) /2_ MDES. (UNIF. LOAD) " W X •2 /8 = 390, 6,r/8 24,7/6 MDES. (POINT LOAD) = ((L FT # FT # FT # IN# /LxP)xXFT# FT # FT # IN# BEAM OR JOIST TYPE : M/Z - GRADE: F ' 'Fb = e57� PSI BEAM OR JOIST SIZE: ¢ "X /z " d 2 x/0 73. E3 1N3 S = b x d2/6 IN3 = = 74. 8 7 IN THEREFORE: Mow. = S Fb = McAP. IIV # 6Z 756 IN# MCAP. — — �3, 6 ¢ a GREATER THAN MDES. = Z4, 7/6 THEREFORE OKAY (M Al BLANKBLANK.DOC) IN # REQUIRED BEAM CALCULATIONS DATE: / `/ Z- PROJECT: 2 'Y ,s`i. ' ' /' / /ovs w y�� S,. MEMBER LOCATION: 0 /"/? o �+�' /,...AP a SPAN = L = 4 S FEET RooF o•")' 2.11 .42' 4' DL = Z O PSF LL = 2 S PSF THEREFORE TL = ¢S PSF w = TL x width contrib. area = ` PLF X ¢Z MDES. (UNIF. LOAD) = W X L2 /8 = s- /9 = 26, 704, FT # FT # FT # IN # X) /LxP)xXFT# FT # FT # IN# BEAM OR JOIST TYPE : flit' fp GRADE: /" 2 'Fb = 8 S PSI BEAM OR JOIST SIZE: /z " c `' k/ d 11 S — b x d2/6 IN3 = THEREFORE: (AASEA BLAM BLANK.DOC) %3, 133 3 "74, 87 IN MCAP. = S Fb = McAP. IN # MCAP. GREATER THAN THEREFORE OKAY = 2� 7S # 631 640 MDES. = Zg 7°4 IN # REQUIRED BEAM CALCULATIONS DATE: / fi 'y '/ z- PROJECT: Cam'}' fi. ' Nom'' /10 cJs E. MEMBER LOCATION: n/ j2 -r pia 5 o e ° °'-I W /N b 0 w /472 (( t4 rte SPAN = L = 0' FEET DL = Z ° PSF LL = ° PSF THEREFORE TL = G o PSF 22S w = TL x width contrib. area = ¢8° PLF go , /6 z z a 705 PLC MDES. (UNIF. LOAD) = W X L2/8 -7 6 s 52/63 FT # FT # FT # IN# MDES. (POINT LoAD) _ ((L — X) / L x P) x X FT # FT # FT # IN# EST. BEAM OR JOIST TYPE : / /"zr0 GRADE: /21/'74/ 'Fb = 3'S-el PSI BEAM OR JOIST SIZE: 4" x/2 = G )c /0 S= bxd216IN3= THEREFORE: (AABAMBLANKBLANK.DOC) 73, 6Z 3 = 74.97 IN MCAP. = S Fb = McAP. IN # MCAP. GREATER THAN MDES: = 7c439 IN # REQUIRED THEREFORE OKAY 6z) rG IN # 63,!¢0 /�S , BEAM CALCULATIONS DATE: / '/ PROJECT: -' fl© a.s MEMBER LOCATION: 0 fro,4f2 se SPAN = L = FEET Pea' /go oc, it. 1 e, 44) A-e 4. e e>c) /Op Pe r VI 1 Dot--J 012. "0. DL = ?C-) PSF LL = 745- PSF THEREFORE TL = PSF 0 w = TL x width contrib. area = F PLF 15- k MDES.(UNEF. LOAD) = W X L2/8 X X, S-Vg /7/ /e7064,=-- Ze o4 0 -77 P -LvADES. (POINT LOAD) 5— Pi- FT # FT # FT # IN # = ((L X)/ L x P) x X FT FT # FT # IN # BEAM OR JOIST TYPE: ‘2- 5 GRADE: 'Fb = Z, ° PSI BEAM OR JOIST SIZE: 3-1" )( /2" S b x d2/6 IN3 = THEREFORE: (AABEAM3LANKBLANKDOC) MCAP. Fb 5-io 1N3 MCAP. IN # McAP. = = GREATER THAN MDES = /Z ? IN # REQUIRED THEREFORE OKAY /8/ BEAM CALCULATIONS DATE: / iA'y '/ Z PROJECT: Ci "-' / ' /la as n (' �CiN4 Tags �S �/4' Sf�''`�� MEMBER LOCATION: � �'xEiacis.�' ,� 12,E 'lir arDPo0 -t '--cry iS (/6' SPp/-(_) SPAN = L = /6 FEET DL = Za PSF LL =119 PSF THEREFORE TL = 60 PSF // /G" e-7.e5 w = TL x width contrib. area = 8 G' PLF 60 xr6 iz MDES. (UNIF. LOAD) = w x L2/8 Box /6V /g SG0 MDES. (POINT LOAD) = a(L BEAM OR JOIST TYPE : / T Z GRADE: // BEAM OR JOIST SIZE: //7/8 S = b x d2/6 1N3 = THEREFORE: (AABEAMBLANIG3LANK.DOC) MCAP. = S 1N3 FT # FT # FT # IN# k /LxP)xXFT# FT # FT # IN# Fb = MCAP. IN # MCAP. _ = IN # PSI GREATER THAN MDES. = z, S-6 O IN # REQUIRED THEREFORE OKAY BEAM CALCULATIONS DATE: / '/ PROJECT: c---r9' " N om' Ai` ©us .e' MEMBER LOCATION: tn pG�jc -tom K? 4J$ INAGt /yDz. SPAN = L = 9- C FEET DL = 26 PSF LL = 442 PSF THEREFORE TL = 6'0 PSF �iA'Lf vo2 4. t/ ,/ /80 PG,� r 63,o Pe. Q w = TL x width contrib. area = 45-0 PLF MDES. (UNIF'. LOAD) = w x L2/8 FT # = 6.70 •5',s Je FT# FT# g Z S.6 IN # MDES. (POINT LOAD) = ((L 246 / L x P) x X FT # FT # FT # IN# BEAM OR JOIST TYPE : Cl3' GRADE: Fb = 21'4'4°' PSI BEAM OR JOIST SIZE: 3% " / 0 S = b x d2 /6 IN3 = THEREFORE: MCAP. = S MCAP. = GREATER THAN THEREFORE OKAY = %s", o IN3 Fb = MCAP. IN # _ /Oa, aaa IN# MDES. = es; ?8G IN # REQUIRED (AABt LAN LANK.DOC) 20/ BEAM CALCULATIONS DATE: / A'7 // PROJECT: C. Y si a.C�t /vE"4/ MEMBER LOCATION: SPAN = L = /3 FEET 14' Eou, -+A Q/ /#+,o G w /?oo �',�o SS /-/ak' S, DL = Ze PSF LL = 2S" PSF THEREFORE TL = .44S—PSF w = TL x width contrib. area = / /Zs' PLF (44 4- 6) MDES. (UNIF. LOAD) = W X L2 /8 FT # 9ZC- , /3-Vg FT # FT# _ 2eg°J /90 IN# MDES. (POINT LOAD) = ((I- /LxP)xXFT# FT # FT # IN# BEAM OR JOIST TYPE : «3 GRADE: 'Fb = ° °PSI BEAM OR JOIST SIZE: 54- x /2 G' S = b x d2/6 IN3 = THEREFORE: MCAP. = S (AA EAMBLAN1LANK.DOC) MCAP. = /23,0 IN3 Fb MCAP. IN # = 25S;20oIN# GREATER THAN MDES. = 2.e S 19 O IN # REQUIRED THEREFORE OKAY BEAM CALCULATIONS DATE: / /'>A7 // Z. PROJECT: G". ' -' 9-",e,e-1 /vzr'w '/v ups 4" MEMBER LOCATION: 7c, C E F 7 1.FR fi61421v _ SPAN = L = /S S FEET QA sfue t,0 /5-,s rP 30' .,X„ 5i u 5as-n Ft 00 R Z.( /9 40 Pt,F 3,s LoPD DL = PSF LL = PSF THEREFORE TL = PSF w = TL x width contrib. area = ¢© PLF MDES. (UNIF. LOAD) = w x L2/8 FT # = to /. C1/8 FT # FT# /112/ 5- IN # MDES. (POTNTLOAD) _ ((L - X) / L x P) x X FT # = 675-- _ */ /5, s' . a ,o) FT # zq z6 xz FT# = 3 5-//7 IN# = 6orsF x 3,5'x3Z= Z z e a II .f A7' /dE- ; "01)D M A k ( ' ,1 M = 1 c / 5 - 7 1 -/ / 7 - - - - 4 7 , 3 BEAM OR JOIST TYPE : GRADE: 'Fb = 2,4a° PSI // BEAM OR JOIST SIZE: 3*, u x /Z " S - b x d2/6 IN3 = THEREFORE: McAP. = S MCAP. D IN3 • Fb = MCAP. IN # = /94 000 IN # GREATER THAN MDES. = ¢9 532, Z IN # REQUIRED THEREFORE OKAY 4, (AABEACvfBLAN1 BLANK.DOC) S t. BEAM CALCULATIONS DATE: / /1 ,q7 '/ Z PROJECT: Ci9-sgY s' /'`mac'. ' //o &PS .E' MEMBER LOCATION: © 05, 5, Pt 6 F./2°1"/ 7 ,P.c/9/2 f,4'- -> 0 P9 SPAN = L = 3 2 FEET DL = ZD PSF LL = O PSF THEREFORE TL = GO PSF 3 z r w = TL x width contrib. area = /o PLF x 3, S— Z MDES. (UNIF. LOAD) = w x L2/8 /o S'x T2 /8 /‘ / z 8 D MDES. (POINT LOAD) = ll'-' - BEAM OR JOIST TYPE : GRADE: BEAM OR JOIST SIZE: 3234-- ></a" S — b x d2/6 IN3 = = 7C,-0 IN3 THEREFORE: (MABE LANKBLANK.DOC) FT # FT # FT # IN# /LxP)xXFT# FT # FT # IN# 'Fb = 2 .9'.4'14 PSI McA.P. = S Fb = MCAP. IN # MCAP. _ = /80, D 0 D # GREATER THAN MDES. _ /6/ 280 IN # REQUIRED THEREFORE OKAY 2 3�SS S t. BEAM CALCULATIONS DATE: / , ' ,4 7 '/ Z PROJECT: j / 46..`/ NZ-" 14,05.e' MEMBER LOCATION: U I �� G o�. o 4.x €)".1 s E Ral SPAN = L = / z FEET DL = 20 PSF LL = 40 PSF THEREFORE TL = 6 O PSF /6 C 77eS, w = TL x width contrib. area = (9v PLF v�Dx MDES. (UNIF. LOAD) = w x L2/8 FT # Bo, /e/8 FT# �4.%2 FT# IN# — X) /LxP)xXFT# FT # FT # IN# BEAM OR JOIST TYPE : TZ GRADE: /70 Fb = PSI BEAM OR JOIST SIZE: // S =bxd2 /6IN= THEREFORE: MCAP. MCAP. GREATER THAN IN3 Fb = MCAP. IN # = 3,ois�IN# /, 4¢D IN # REQUIRED THEREFORE OKAY (AABEAMBLUNKBLANICDOC) MDES. = BEAM CALCULATIONS DATE: / / '7 PROJECT: / /t / //ad.'s MEMBER LOCATION: I v l ° R v SPAN = L = / '7 FEET DL = ZD PSF LL = 4° PSF THEREFORE TL = 6 0 PSF w = TL x width contrib. area = a PLF 6o , /6 /z l MDES. (UNIF. LOAD) = W X L2/8 • By 19 Z/t3 - 3� /D MDES. (POINT LOAD) _ �(L FT # FT # FT # IN# /LxP)xXFT# FT # FT # IN # BEAM OR JOIST TYPE : 7- TZ GRADE: 2 / D Fb ' PSI BEAM OR JOIST SIZE: // /g u S= bxd2 /61N3= THEREFORE: (AABBAiGBLANKBLANK.DOC) MCAP. = MCAP. _ GREATER THAN Fb IN3 = MCAP. = 3,6261 MDES. = 3, 6i° THEREFORE OKAY 01,6-D IN # IN # IN # REQUIRED 257 BEAM CALCULATIONS DATE: / fi.ty '/ Z PROJECT: C-6wY s�•"6• N'fr' / / ©vs e" MEMBER LOCATION: W I G °O''' °R vt/ SPAN = L = /6 FEET DL = Zo PSF LL = 40 PSF THEREFORE TL = 6o PSF w = TL x width contrib. area = 80 PLF 60, i6 ra- MDES. (UNIF. LOAD) = W X L2/8 FT # 80 , /6 VS FT # _ «, FT # IN# MDES. (POINT LOAD) = ((J X) /LxP X FT # FT # FT # IN# BEAM OR JOIST TYPE T-72 GRADE: // BEAM OR JOIST SIZE: / /r9" S = b x d2/6 IN3 = THEREFORE: MCAP. = S Fb = MCAP. IN # MCAP. = 3, o /S'- IN # IN3 GREATER THAN THEREFORE OKAY (AAREAt LANICBLANK.DOC) MDES. = 2, 570 IN # REQUIRED 7) —/<< co ere L O /N G� e ed.) 2 ©A?D_/'G/ S I/ c� a /2 _ Za A1, -S. Zo ,p�� 2) L •fO /of, L L = 6 ,'• • 7-6 v2 / ?/ _ 9-12 ,3'>' ■ 11,.i1" a C'7 4 27; S.s /-174- ,s f4 @ .qf -,icy /h" 771 z/o 0/6 e-7;e3 %8 " -T /Gm c , X,4'2 .S1o.9.4a /0/ CA Le: s" P, rr o cE '-÷ 5-9 r� E .� s. A-D R . ,EEA - sR / 9 ' TALC ' S '/',"6 5/ A/ /d /. // j 3co e /6'" c -zes, T_T_Z //o _a /6 "c7xs, // e /6 e -7es. /I T-r1 2 /l? G 6' 'S Ul C'AL C'S 8 � z //D /6 7,rS, $ g2 /A2 R7.... B i /too P i 5P,,4., ^ ---� .579.5 a M // l8 " 7.71 //0 & /6 "e7/es_ 27/ SHEAR CALCULATIONS WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN singhnewhs.wsr WoodWorks® Shearwalls 2004b Project Information May. 2, 2012 10:21:56 IBC Occupancy ASCE -7 Equivalent Category II - All others Category II - All others Design Code Wind Standard Seismic Standard IBC 2009 ASCE -7 98 ASCE -7 98 Wind Capacity Increase Shear C&C Panels 1.40 1.50 Load Combinations 0.70 Seismic 1.00 Wind Building Code Capacity Reduction Wind Seismic 1.00 1.00 Duration Factor 1.60 Nail Withdrawal Modification Temperature Moisture Content Range Fabrication Service T< -100F Dry Dry Max Shearwall Offset (ft] Plan Elevation (within story) (between stories) 0.50 0.50 Wind 3.5 Maximum Height -to -width Ratio Plywood Fiberboard Lumber Gypsum Seismic Wind Seismic Blocked Unblocked 3.5 - - - 2.0 1.5 Shearwall Relative Rigidity: Designed capacity using flexible distribution N-S 0.196s 0.196s 0.235s _ - Hold -down Forces: Based on applied shearline force Response Factor R 6.00 6.00 Seismic Materials: Include gypsum on exterior walls IBC Occupancy ASCE -7 Equivalent Category II - All others Category II - All others Wind ASCE -7 98 general analytic method for all bldgs Seismic ASCE -7 98 equivalent lateral force procedure Design Wind Speed 100mph Exposure Exposure C Enclosure Partly Enclosed Use Group 1 Design Category D Site Profile Class D Topographic Information (ft] Shape Height - - Site Location: - Length - Spectral Response Acceleration S1:0.900g $s:0.750g Fundamental Period E -W T Used 0.196s Approximate Ta 0.196s MaximumT 0.235s N-S 0.196s 0.196s 0.235s _ - Response Factor R 6.00 6.00 WoodWorks® Shearwalls singhnewhs.wsr May. 2, 2012 10:21:56 TERIALS by WALL GROU Wall Grp Surf Sheathing [In] Material Thick Orient Fasteners Spcg [in] Size Type Edg FId Framing Members [in] Blkg Species G Spc Apply Notes O1 2 SS incl. OSB 7/16 Horz Gyp WB 1 -ply 1/2 Horz 16d Nail 4 6 5d Nail 7 7 yes Hem -Fir 0.43 16 es Hem -Fir 0.43 16 1,3 OExt Int 001041016111111111. : SS incl. OSB 7/16 Horz Gyp WB 1 -ply 1/2 Horz .4.11111"..P2IIIIMIlais 16d Nail 3 6 5d Nail 7 7 1461114111147 :111.1..1.11111011 yes Hem -Fir 0.43 16 yes Hem -Fir 0.43 16 1,3 Notes: 1. Capacity has been reduced according to IBC specific gravity. adjustment. 3. Shear capacity for current design has been increased to the value for 15/32" sheathing with same nailing because stud spacing is 16" max. or panel orientation is horizontal. WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN singhnewhs.wsw Level 1 of 2 V -25' -20' -15' -10' -5' 0' 5' 10' 15' 20' 25' 30' 35' 40' 45' 50' 55' 60' 65' . 70' 75' 80' 85' 90' 95' 100' 105' 110' 115' 120' 125' 130' 135' 140' WoodWorks® Shearwalls 2004b 1 09.7 C & C 37.0 / 43.8 66, 6,6, C -1 119328 -1 A -1 . C & C 37.0 / 43.8 147.3 O O May 2, 2012 10:02:12 80' 75' 70' 65' 60' 55' 50' 45' 40' 35' 30' 25' 20' 15' 10' 5' 0' -5' -10' -15' -20' -25' Loads Shown: W; Forces: W + 1.0D. WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN singhnewhs.wsw Level 2 of 2 0 N 0 N (D l^\ Vi -25' -20' -15' -10' -5' 0' 5' 10' 15' 20' 25' 30' 35' 40' 45' 50' 55' 60' 65' 70' 75' 80' 85' 90' 95' 100' 105' 110' 115' 120' 125' 130' 135' 140' 56.6 - 349.8 0.0 - r 1 6 WoodWorks® Shearwalls 2004b 349.8 349.8 -56.6 1 (56,6 C'6 6,6 V- -(9610 C-1 6,� ^B66,66, CGS = .6 - 0.0 0 0 May 2, 2012 10:02:12 80' II111 62.0 62111I1111I1III1111 .0 1 1 1 1 I 1 I I 1 I 11 12 11.11 0 0 330.4 - 37.2 37.2 330.4 75' 70' 65' 60' 55' 50' 45' 40' 35' 30' 25' 20' 15' 10' 5' 0' -5' -10' -15' -20' -25' Loads Shown: W; Forces: W + 1.0D. LS 1 HD /S 1 Hl) Strap lie Holdown Tension Loads for STHD Installations: See code report listings below . top rage WIND AND SOC A & 8 — ALLOWABLE TENSION LOADS FOR DF/SP/SPF/HF (160) Rain `' Stem ,too in Made! 1Ho : . Strap Letigtb L = ` " !e (lit) Req d Nai"ts Non Cracked Cracked. Standard Rim Joist _, Standard (an)- -- Rim Joist (in): MidwmIl: Corner_' :. Endive!! Michael! ' . Corner ' ,En 6 LSDTHD8 LSTHD8RJ 18% 32.1 8 20 -16d Sinkers 3115 2860 1653 2675 2355 t STHDIO STHDIORJ 243s 38'% 10 24 -16d Sinkers 3820 3820 2050 31€0 3140 1 STHD14 STHDI4RJ 26% 39% 14 30 -16d Sinkers _ 5150 5150 3200 5150 5150 3 8 • :LSDTHDB LSTHD8RJ : 1855' 321/4- -• 8 20 -16d Sinkers 3915 :: 2360 '• : :2233 - ..2675._ < 2355• 1 :STHD10 - : :': ;..STHDIORJ 24% 3814:: • ::10 23 16d Sinkers .• :4765.'.., : - 412.0 ;,3145 : .. :: 4195 .: • 3503: ` -: STHD14'._ •'STHD14RJ :•• 26:'4 :` .3934 :.14 ; ;JO 16dSinkera. r,' „S345., :: 5345 `::::4165 :, :5345- ;;5345 :'''''4 SDC C -F — ALLOWABLE TENSION LOADS FOR DF /SPISPF/1F (160) Min Wall (in) Model No:- Strap Length (1) c�) • Req d Nalle • .. . Non Cracked Cracked ;,Standard .. :RIM Joist ” _ • . Standard " - `.(inj Rim Joist - .(in) - ,MidafaH :`Corner..::. Indwell' Midi/all' = - Corner., ;E En 6 LSOTHD8 LSTHD8RJ 1814 32% 8 16 -16d Sinkers 2270 2185 1220 2250 1075 1 STHD10 STHDIORJ 2454 3811 10 18 -16d Sinkers 2750 2750 '1615 2640 2640 1 STHD14 STHD14RJ 26% 396 14 22 -16d Sinkers 3695 3695 2685 3695 3695 2 8 �: tilts /tiv tnolaowns HD19 HD5B (HD12 similiar) (HD7B and HD9B similar) - Hanger not shown Load Tables: See code report listings below at .I� Vertical HD19 Horizontal HOB Installation Installation (Plan View) These products are available with additional corrosion protection. Additional products on this page may also be available with this option check with Simpson Strong -Tie for details. HD3B Vertical installation a top rage h 01 '+ totlel Nfl . Material Dimensions to Fasteners Mtniinom • Wood ember, 7hickn®ssz, ,- Ailowabte Tension. toads {160). 0-enaction] at highest Allowabte :toad .: 0156 Base (in) Body . Ga Ht3'. sa 1 : H 0: a 1 /� aDia ..` eta - t3otts 2 - .Ye t`� ; DF /SP;< 1895 ,; SP L 1610 Hi133 — 12 4'!� 2% 21/2 8 +4 2 r 2525 2145 0,169 3 3130 3050 0,120 3'ii 3130 3050 0,120 H058 � sr`te: t0,' _ :5'1, 3 f 2 i. 9% ..2 { V4, -'4 :2;12 ', .',> 7r'€i rrtt � .s?.19i£ .-,1i 129; x`45115. .1x`-3735 0`156 H078 as 10 51/4 ;2 21/2 12% 7 114 re 3 - V 6645 5650 0.142 IIIIEMI 4'.� 7310 6215 0,154 73( 4 5 055 [�ytpp 14098 3',: Ttf � �4 � 1 +a'? rr}} �// .2'A q . iQ' 77; 4 t! { t 6 / . tl , /,. f8 rte 4��d 'Air65811 • ,20 v 8435', 0 159 " s2 .178 5th _ Y.,„ x2(2 8430 5. 0.178 7/., t 2,5 85.30.. 0.179 H0129 % 3 7 4 31 205h6 3$i 2'% 1' /e 4- 1 4 -1 3%i 11350 9215 0.171 4'% 12665 10765 0.171 WIMP] Illaill 4% 14220 [1208 0.162 WWI 13335 9215 11055 0.171 0.177 7% 15435 13120 0.194 5%x5% 15510 12690 0.162 HD19s ' 3; 7 4. 3'/x 24% " � 2'/a " 1 �!a . 5 - 7% 16735 ;; :':14225 0.191 5' x51r u16775 .12690.` 0.200 : i' % o 5 -1 ` '7% ':19360 15270- fl 180 • .. 5'hx5'r . �r.19U7O..::;;16210. •: 0.137 :; . 1. Allowable Toads have been increased for wind o' earthquake Toad wth no further increase allowed; reduce where other load durations govern. 2. Post design by Specifier. Tabulated Toads are based on 3 1/2" wide member minimum, unless noted otherwise. Post may consist of multiple members provided they are connected independently of the holdown fasteners. See Post Capacities for common post allowable loads. http: / /www.strongtie.com /products /connectors/HDB - HD.asp 5/2/2012 3�7 5-s 1-iKS /S 1 /YS /rib 1 /H 1 Y /LJ 1 A/Lb 11 /Mb 1 /1V1b 1 A/1V1J 1 l: /Mb 11 strap 1 ies rage 01 1.5 Stitch natfltt0 ol by studs others fear Span Table: Typical Detail with Strap installed Over Sheathing These models are approved for installation with the Strong -Drive SD Structural- Connector screw. See the load values. Model trio Clear • Span Fasteners ' (Total) ailowab!e Tensionn it �• :tea-;(0t/SP)... Allowable Te Loads (SP /11F (IOt1) (160), MSTA49 18 26 -10d 2020 2020 16 26 -10d 2020 2020 MSTC28 • 18 t2 -16d sings 1158, ``` • 995 ' 16 i6 -16d sinkers ` 15 0 ". .• 1325 F1tSTC40 18 28-16d sinkers 2695 2320 16 36 -16d sinkers 3465 2980 -- MSTC52 .. ` 1$ _ 44 -16d sin)a rs : -� 4 4235n `� , rt 3645 7 16 '48 -16d sinkers : ' ' X626 > 3975 MSTC66 #8 64-16d sinkers 5860 5495 16 6816d sinkers 5860 .5840 76-164 sinkers ` 5860 `� ` 5860 ` MSTC78 16 ' 76 =16d sinkers :5860 • 5860 • iST37 18 20 -16d 2465 2135 16 2216d 2710 2345 18 .32.16d 3695x•. • 3425 MST48 16 .,. 34 -16d ' (167 04 18 46-16d 4830 4830 16 48-16d 4830 4830 :, msT72, ' • 18 ,.-.46 -16d :. 483.04 r. _ 4830 16. ..48 -16d '..:•.a. ,4830 �~s:. 4x30 Floor -to -Floor Tie Installation showing a Clear Span Atop 1. Loads include a 60% load duration increase on the fasteners for wind or earthquake loading 2. 10dx1 1/2" nails may be substituted where 16d sinkers or 10d are specified at 100% of the table Toads except where straps are installed over sheathing. 3. 10d commons may be substituted where 16d sinkers are specified at 100% of table loads. 4. Allowable bolt loads are based on parallel -to -grain loading and these minimum member thicknesses: MST — 2 1/2"; HST2 and HST5 — 4 "; HST3 and HST6 — 4 1/2". 5. 16d sinkers (0.148" dia x 3 1/4" long) or 10d commons may be substituted where 16d commons are specified at 0.84 of the table loads. 6. Use half of the nails In each member being connected to achieve the listed loads. 7. Tension loads apply for uplift when installed vertically. 8. NAILS: 16d = 0.162" dia. x 3 1/2" long, 16d Sinker = 0.148" dia. x 3 1/4" long, 10d = 0.148" dia. x 3" long, 10dx1 1/2 = 0.148" dia. x 1 1/2" long. See other nail sizes and information. http: / /www.strongtie.com /products /connectors/HRS- ST -PS- HST - LSTA.asp 3 5/2/2012 ss rage Lui 1i 1 r7-74-7.7-7.'-7,7:=7"rirF17-1 BLIS zus-1 a4341S tis 177291S 611 - VISIN 6 Z1 St • . .. • . . • e)-*1 • 14- Le1SIN - 5140409 st ogistst - - — 614,01,zi zzistnt -1-F:Vicg"eilitaaPalCntrE:TAWOVVer T P • '1",,It'eXtPV:f* ,z,"•:‘,"•10-4: 1;3 to: -.a 1 • -.I • I-. 1- t--- I,41.1.SSI. -4,- 1-' -i •-,1 , 1-,,t. . • •:1' 1:41,fit....,:. =hq,,.. .4.ta*,4!.'J74i.ti's,'".!..44, ......i.'•'71.4.n.c.iii.''''' . '''-f#4.C.C''‘,..•:',',-,4:-•'.3.,V:p.,";,,i,,',:e 4, f4:,•-,T; C.' ',-,,),...',:ki-V,,--.',,,"'..,#., ..K3.1$4,111'. ,,...,3' •'; Lq),,.;,,,,,,,,,',4I)13.,,%-,,,,.. , -.1t1:::P;;:".; 4.',.","›,,,. ,,,...^..#7 `214:-!.', i.i'.;,-,44',TrOis 1.1&-)i-7'.,:-., -•,k ' 4...,1C,1= .?-, 4,'-:`,"ii.7,.,,-*V4e.• .41.:044-' • ."7,407,,gC-4144,41".'4*70.,..'llf,AWk:•:::',.%•-•"•P:'"i7.gt's'Al ..,,,... roll over Images below to see larger image HOLD DOWNS AND TIES KEY MODEL # CAPACITY NOTES 0 STHD14 3,815# 3.5" X 3.5" MIN. STUD /POST ❑ HD9B 6,580# 3.5" X 3.5" MIN. STUD /POST 7/8" DIA. CONC. BOLT SIZE HD12 12,085# 5.25" X 5.25" MIN. STUD /POST 1" DIA. CONC. BOLT SIZE MST48 3,640# 3.5" X 3.5" MIN. STUD /POST MSTC66 5,840# 3.5" X 3.5" MIN. STUD /POST NOTES: 1. ALL HOLD DOWNS AND TIES PER SIMPSON STRONG -TIE. 2. SEE CURRENT CATALOG TABLES FOR PROPER FASTENERS FOR EACH HOLD DOWN OR TIE. (A COPY OF THE TABLES FOR THESE HOLD DOWNS AND TIES IN INCLUDED IN THE BUILDING STRUCTURAL CALCULATIONS.) 3. CONSULT ENGINEER IF QUESTIONS ARISE IN THE FIELD CONCERNING PROPER INSTALLATION IN NON - STANDARD CONDITIONS. SILL PLATE ANCHOR BOLTS: IN ALL LOCATONS WHERE A SILL PLATE RESTS ON CONCRETE FOUNDATION USE 5/8" DIA. ANCHOR BOLTS AT 48" TYPICAL SPACING 3" SQUARE WASHERS (PER USUAL PRACTICE) WoodWorks® Shearwalls singhnewhs.wsr May. 2, 2012 10:21:56 Structural Data STORY INFORMATION BLOCK and ROOF INFORMATION Story Elev [ft] Floor /Ceiling Depth [In] Wall Height [ft] Ceiling 25.00 0.0 Block1 Level2 16.00 12.0 9.00 Level 3.00 12.0 12.00 Foundation 2.00 Side 50.0 BLOCK and ROOF INFORMATION Block Dimensions [ft] Face Type Roof Panels Slope Overhang [ft] Block1 2 Story E -W Ridge Location X,Y = 0.00 0.00 North Side 50.0 1.00 Extent X,Y = 108.00 43.00 South Side 50.0 1.00 Ridge Y Location, Offset 21.50 0.00 East Hip 50.0 1.00 Ridge Elevation, Height 50.62 25.62 West Hip 50.0 1.00 WoodWorks® Shearwalls singhnewhs.wsr May. 2, 2012 10:21:56 SHEARUNE, WALL and OPENING DIMENSIONS North -South Shearlines Type Wall Group(s) Location X [it] Extent [ft] Start End Length [ft] FHS [1t] Height [it] Line 1 Level 2 Line 1, Level 2 Seg 2 0.00 0.00 43.00 43.00 43.00 9.00 Wall 1 -1 Seg 2 0.00 0.00 43.00 43.00 43.00 Level 1 Line 1, Level 1 Seg 1 0.00 0.00 43.00 43.00 43.00 12.00 Wall 1 -1 Seg 1 0.00 0.00 43.00 43.00 43.00 Line 2 Level 1 Line 2, Level 1 Seg 1 21.50 0.00 43.00 43.00 18.00 12.00 Wall 2 -1 Seg 1 21.50 0.00 18.00 18.00 18.00 Line 3 Level 1 Line 3, Level 1 Seg 1 87.00 0.00 43.00 43.00 21.00 12.00 wall 3 -1 Seg 1 87.00 0.00 21.00 21.00 21.00 Line 4 Level 2 Line 4, Level 2 Seg 4 108.00 0.00 43.00 43.00 30.50 9.00 Wall 4 -1 Seg 4 108.00 0.00 43.00 43.00 30.50 Opening 1 23.00 25.50 2.50 5.00 Opening 2 33.00 43.00 10.00 9.00 Level 1 Line 4, Level 1 Seg 3 108.00 0.00 43.00 43.00 38.00 12.00 Wall 4 -1 Seg 3 108.00_ 0.00 43.00 43.00 38.00 Opening 1 26.00 31.00 5.00 5.00 East-West Type Wall Location Extent (ft] Length FHS Height Shearlines Group(s) Y (ft] Start End [it] [it] , [ft] Line A Level 2 Line A, Level 2 Seg 2 0.00 0.00 108.00 108.00 12.50 9.00 Wall A -1 Seg 2 0.00 0.00 108.00 108.00 12.50 Opening 1 2.50 7.50 5.00 4.00 Opening 2 14.00 18.00 4.00 5.50 Opening 3 21.50 37.00 15.50 9.00 Opening 4 39.50 52.50 13.00 7.00 Opening 5 55.00 69.00 14.00 4.00 Opening 6 71.00 86.50 15.50 9.00 Opening 7 90.00 94.00 4.00 5.50 Opening 8 100.00 106.00 6.00 5.00 Level 1 Line A, Level 1 Seg 1 0.00 0.00 108.00 108.00 0.00 12.00 Wall A -1 Seg 1 0.00 0.00 108.00 108.00 0.00 Opening 1 3.00 19.00 16.00 8.00 Opening 2 22.00 37.50 15.50 12.00 Opening 3 39.50 52.50 13.00 7.00 Opening 4 56.50 70.50 14.00 6.00 Opening 5 71.00 86.50 15.50 12.00 Opening 6 89.00 105.00 16.00 8.00 Line B Level 1 Line B, Level 1 Seg 1 21.00 0.00 108.00 108.00 40.00 12.00 Wall B -1 Seg 1 21.00 0.00 22.00 22.00 22.00 Wall B -2 Seg 1 21.00 90.00 108.00 18.00 18.00 Line C Level 2 Line C, Level 2 Seg 2 43.00 0.00 108.00 108.00 55.00 9.00 Wall C -1 Seg 2 43.00 0.00 108.00 108.00 55.00 Opening 1 1.00 3.00 2.00 4.00 Opening 2 17.00 24.00 7.00 9.00 Opening 3 28.50 35.50 7.00 9.00 Opening 4 46.50 65.50 19.00 4.00 Opening 5 75.00 78.00 3.00 4.00 Opening 6 94.00 100.00 6.00 5.00 Opening 7 102.00 108.00 6.00 9.00 Level 1 Line C, Level 1 Seg 1 43.00 0.00 108.00 108.00 38.00 12.00 Wall C -1 Seg 1 43.00 0.00 108.00 108.00 38.00 Opening 1 3.50 6.50 3.00 5.00 Opening 2 16.00 24.00 8.00 5.00 WoodWorks@ Shearwalls singhnewhs.wsr May. 2, 2012 10:21:56 SHEARLINE, WALL and OPENING DIMENSIONS ( continued) Opening 3 Opening 4 Opening 5 Opening 6 28.50 46.50 76.50 102.00 41.50 65.50 84.50 104.00 13.00 19.00 8.00 2.00 12.00 4.00 6.00 3.00 4%c_ WoodWorks® Shearwalls singhnewhs.wsr May. 2, 2012 10:21:56 Loads WIND SHEAR LOADS Level 2 Block F Element Load Case Wnd Dir Surf Dir Prof Location [ft] Start End Magnitude pbs,Pif,psf] Start End Trlb Ht [ft] Block 1 W W - >E Wind Line 0.00 21.50 62.0 Block 1 W W ->E Wind Line 21.50 43.00 62.0 Block 1 E W ->E Lee Line -1.00 0.00' 0.0 13.6 Block 1 E W ->E Lee Line 0.00 21.50 37.2 330.4 Block 1 E W ->E Lee Line 21.50 43.00 330.4 37.2 Block 1 E W ->E Lee Line 43.00 44.00 13.6 0.0 Block 1 W E - >W Lee Line -1.00 0.00 0.0 13.6 Block 1 W E ->W Lee Line 0.00 21.50 37.2 330.4 Block 1 W E ->W Lee Line 21.50 43.00 330.4 37.2 Block 1 W E - >W Lee Line 43.00 44.00 13.6 0.0 Block 1 E E ->W Wind Line 0.00 21.50 62.0 Block 1 E E ->W Wind Line 21.50 43.00 62.0 Block 1 S S ->N Wind Line 0.00 21.50 62.0 Block 1 S S ->N Wind Line 21.50 86.50 62.0 Block 1 S S - >N Wind Line 86.50 108.00 62.0 Block 1 N S - >N Lee Line -1.00 0.00 0.0 13.6 Block 1 N S - >N Lee Line 0.00 21.50 56.6 349.8 Block 1 N S ->N Lee Line 21.50 86.50 349.8 Block 1 N S ->N Lee Line 86.50 108.00 349.8 56.6 Block 1 N S ->N Lee Line 108.00 109.00 13.6 0.0 Block 1 S N ->S Lee Line -1.00 0.00 0.0 13.6 Block 1 S N ->S Lee• Line 0.00 21.50 56.6 349.8 Block 1 S N ->S Lee Line 21.50 86.50 349.8 Block 1 S N ->S Lee Line 86.50 108.00 349.8 56.6 Block 1 S N - >S Lee Line 108.00 109.00 13.6 0.0 Block 1 N N ->S Wind Line 0.00 21.50 62.0 Block 1 N N ->S Wind Line 21.50 86.50 62.0 Block 1 N N ->S Wind Line 86.50 108.00 62.0 Level1 Magnitude Trib Block F Element Load Wnd Surf Prof Location [ft] [Ibs,plf,pst] Ht Case Dir Dir Start End Start End [ft] Block 1 W W ->E Wind Point 0.00 0.00 5291 Block 1 W W ->E Wind Line 0.00 43.00 147.3 Block 1 E W ->E Lee Line 0.00 43.00 60.2 Block 1 W E ->W Lee Line 0.00 43.00 60.2 Block 1 E E ->W Wind Point 0.00 0.00 5291 Block 1 E E ->W Wind Line 0.00 43.00 147.3 Block 1 S S ->N Wind Line 0.00 108.00 147.3 Block 1 N S ->N Lee Line 0.00 108.00 109.7 Block 1 S N ->S Lee Line 0.00 108.00 109.7 Block 1 N N ->S Wind Line 0.00 108.00 147.3 WoodWorks® Shearwalls singhnewhs.wsr May. 2, 2012 10:21:56 WIND CSC LOADS Block Building Face Level Magnitude [pet] interior End Zone Block 1 West 2 37.0 43.8 Block 1 East 2 37.0 43.8 Block 1 South 2 37.0 43.8 Block 1 North 2 37.0 43.8 Block 1 West 1 37.0 43.8 Block 1 East 1 37.0 43.8 Block 1 South 1 37.0 43.8 Block 1 North 1 37.0 43.8 , WoodWorks® Shearwalls singhnewhs.wsr May. 2, 2012 10:21:56 Level 2 Force Dir Building Element Block Shear Line Profile Location [ft] Start End Magnitude pbs,plf,psf] Start End Trib Width [ft] E - >W Roof Block 1 1 Line -1.00 44.00 550.0 550.0 E ->W Roof Block l 4 Line -1.00 44.00 550.0 550.0 N - >S Roof Block 1 A Line -1.00 109.00 225.0 225.0 N ->S Roof Block 1 C Line -1.00 109.00 225.0 225.0 All Wall 1 -1 n/a 1 Line 0.00 43.00 45.0 45.0 All Wall 4 -1 n/a 4 Line 0.00 43.00 45.0 45.0 All Wall A -1 n/a A Line 0.00 108.00 45.0 45.0 All Wall C -1 n/a C Line 0.00 108.00 45.0 45.0 Level 1 Magnitude Trib Force Building Block Shear Profile Location [f) (Ibs•ptf,psf] Width Dar Element Une Start End Start End (ft] All Wall 1 -1 n/a 1 Line 0.00 43.00 45.0 45.0 E - >W Floor 01 n/a 1 Line 0.00 43.00 540.0 540.0 E - >W Floor D1 n/a 4 Line 0.00 43.00 540.0 540.0 All Wall 4 -1 n/a 4 Line 0.00 43.00 45.0 45.0 N - >S Floor D1 n/a A Line 0.00 108.00 215.0 215.0 All Wall A -1 n/a A Line 0.00 108.00 45.0 45.0 N ->S Floor D1 n/a C Line 0.00 108.00 215.0 215.0 All Wall C -1 n/a C Line 0.00 108.00 45.0 45.0 All Wall 1 -1 n/a 1 Line 0.00 43.00 60.0 60.0 All Wall 4 -1 n/a 4 Line 0.00 43.00 60.0 60.0 " All Wall A -1 n/a A Line 0.00 108.00 60.0 60.0 All Wall C -1 n/a C Line 0.00 108.00 60.0 60.0 WoodWorks® Shearwalls singhnewhs.wsr May. 2, 2012 10:21:56 SEISMIC LOADS Level 2 Force Dir Profile Location [ft] Start End Mag (bs,PK,Psf] Start End E - >W Line -1.00 0.00 139.4 139.4 E ->W Point 0.00 0.00 616 616 E - >W Line 0.00 43.00 150.8 150.8 E ->W Point 43.00 43.00 616 616 E ->W Line 43.00 44.00 139.4 139.4 N ->S Line -1.00 0.00 57.0 57.0 N ->S Point 0.00 0.00 245 245 N ->S Line 0.00 108.00 68.4 68.4 N ->S Point 108.00 108.00 245 245 N ->S Line 108.00 109.00 57.0 57.0 Level 1 Force Profile Location [ft] Mag (Ibs•Pff,Pst] Dir Start End Start End E ->W Point 0.00 0.00 889 889 E ->W Point 0.00 0.00 5061 5061 E ->W Line 0.00 43.00 101.2 101.2 E - >W Point 43.00 43.00 889 889 N - >S Point 0.00 0.00 354 354 N ->S Line 0.00 108.00 50.2 50.2 N - >S Point 108.00 108.00 354 354 Ap loads entered by the user or generated by program are specified (unfactored) toads. The program will apply a load factor of 0.70 and reliability/redundancy factor to seismic loads before distributing them to the shearfines. WoodWorks® Shearwalls singhnewhs.wsr May. 2, 2012 10:21:56 Flexible Diaphragm Wind Design SHEAR RESULTS North-South Shearlines W Gp For Dir Ld. Case Shear Force [pit] V ribs] V/L VIFHS lid Allowable Shear [plf] Ext Co C Total V ribs] Crit. Resp. Une 1 Level 2 Lnl, Lev2 2 Both 19090 444.0 444.0 125 495 1.00 A 620 26650 0.72 Level 1 Lnl, Levi 1 Both 21853 508.2 508.2 125 495 1.00 A 620 26650 0.82 Line 2 Ln2, Levl 1 Both 11180 260.0 621.1 125 495 1.00 A 620 11156 1.00 Line 3 Ln3, Levl 1 Both 11116 258.5 529.3 125 495 1.00 A 620 13015 0.85 Une4 Level 2 Ln4, Lev2 4 Both 19090 444.0 625.9 125 638 1.00 A 763 23271 0.82 Level 1 Ln4, Levl 3 Both 21789 506.7 573.4 125 638 1.00 A 763 28993 0.75 East -West W For Shear Force [pit] Allowable Shear [pit] Crit. Shearlines Gp Dlr Ld. Case V ribs] VIL V/FHS kit Ext Co C Total V ribs] Resp. Line A Level 2 LnA, Lev2 2 Both 5291 49.0 423.3 125 495 1.00 A 620 7747 0.68 Line B Level 1 LnB, Levi 1 Both 11932 110.5 298.3 125 495 1.00 A 620 24790 0.48 Wall B -1 1 Both 6563 110.5 298.3 125 495 1.00 620 13635 0.48 Wall B -2 1 Both 5370 110.5 298.3 125 495 1.00 620 11156 0.48 Line C Level 2 LnC, Lev2 2 Both 5291 49.0 96.2 125 495 1.00 A 620 34087 0.16 Level 1 LnC, Levl 1 Both 7574 70.1 199.3 125 495 1.00 A 620 23551 0.32 C- Sheathing Combination: A- Add capacities; S- Strongest only, X- Strongest or twice weakest WoodWorks® Shearwalls singhnewhs.wsr May. 2, 2012 10:21:56 DRAGSTRUT AND HOLDDOWN FORGES Levert Line- Wall Position on Wall Or Opening Location [ft] X Y Ld. Case Holddown Force ribs] Shear, Dead Uplift Cmb'd Dragstrut Force fibs] Line 1 1 -1 Left Wall End 0.00 0.00 10094 10094 1 -1 Right Wall End 0.00 43.00 10094 10094 Line 2 2 -i Left wall End 21.50 0.00 7453 7453 2 -1 Right Wall End 21.50 18.00 7453 7453 6500 Line 3 3 -i Left Wall End 87.00 0.00 6352 6352 3 -1 Right Wall End 87.00 21.00 6352 6352 5687 Line 4 4 -1 Left Wall End 108.00 0.00 12514 12514 Line 4 Vert. Element 108.00 23.00 5633 5633 Line 4 Vert. Element 108.00 25.50 5633 5633 4 -1 Left Opening 1 108.00 26.00 6881 6881 1734 4 -1 Right Opening 1 108.00 31.00 6881 6881 800 Line 4 Vert. Element 108.00 33.00 5633 5633 4 -1 Right Wall End 108.00 43.00 6881 6881 Line A Line A Vert. Element 3.00 0.00 3929 3929 Line A Vert. Element 19.00 0.00 3691 3691 Line A Vert. Element 89.00 0.00 3810 3810 Line A Vert. Element 105.00 0.00 3810 3810 Line B B -1 Left Wall End 0.00 21.00 • 3580 3580 B -1 Right Wall End 22.00 21.00 3580 3580 4132 B -2 Left Wall End 90.00 21.00 3580 3580 3381 B -2 Right Wall End 108.00 21.00 3580 3580 Line C Line C Vert. Element 3.00 43.00 866 866 C -1 Right Opening 1 6.50 43.00 2392, 2392 456 C -1 Left Opening 2 16.00 43.00 3149 3149 771 Line C Vert. Element 24.00 43.00 974 974 Line C Vert. Element 28.50 43.00 1265 1265 Line C Vert. Element 41.50 43.00 466 466 Line C Vert. Element 46.50 43.00 866 866 C -1 Right Opening 4 65.50 43.00 3258 3258 2700 Line C Vert. Element 75.00 43.00 866 866 C -1 Left Opening 5 76.50 43.00 3095 3095 1279 C -1 Right Opening 5 84.50 43.00 2554 2554 1840 Line C Vert. Element 94.00 43.00 866 866 C -1 Left Opening 6 102.00 43.00 2392 2392 421 Level 2 Line- Position on Wall Location [ft] Hoiddown Force ribs] Dragstrut Wall Or Opening X Y Ld. Case Shear Deed Uplift Cmb'd Force fibs] Line 1 1 -1 Left Wall End 0.00 0.00 3996 3996 1 -1 Right Wall End 0.00 43.00 3996 3996 Line 4 4 -1 Left Wall End 108.00 0.00 5633 5633 4 -1 Left Opening 1 108.00 23.00 5633 5633 4185 4 -1 Right Opening 1 108.00 25.50 5633 5633 3075 4 -1 Left Opening 2 108.00 33.00 5633 5633 4440 Line A A -1 Right Opening 1 7.50 0.00 3810 3810 367 A -1 Left Opening 2 14.00 0.00 3810 3810 2066 A -1 Right Opening 7 94.00 •0.00 3810 3810 1854 A -1 Left Opening 8 100.00 0.00 3810 3810 392 Line C C -1 Right Opening 1 3.00 43.00 866 866 147 C -1 Left Opening 2 17.00 43.00 866 866 514 C -1 Right Opening 2 24.00 43.00 866 866 171 C -i Left Opening 3 28.50 43.00 866 866 383 C -1 Right Opening 3 35.50 43.00 866 866 41 C -1 Left Opening 4 46.5Q 43.00 866 866 560 C -1 Right Opening 4 65.50 43.00 866 866 371 C -1 Left Opening 5 75.00 43.00 866 866 77 C -1 Right Opening 5 78.00 43.00• 866 866 69 C -i Left Opening 6 94.00 43.00 866 866 686 VlloodWorkse Shearwalls singhnewhs.wsr May. 2, 2012 10:21:56 Rigid Diaphragm Wind Design SHEAR RESULTS North -South Shearlines W Op For Dir Ld. Case Shear Force [pit] V albs] VA_ V/FHS Int Allowable Shear [pit] Ext Co C Total V albs] CriL Resp. Line 1 Level 2 Lnl, Lev2 2 Both 20986 488.0 488.0 125 495 1.00 A 620 26650 0.79 Level 1 Lnl, Levl 1 Both 26024 605.2 605.2 125 495 1.00 A 620 26650 0.98 Line 2 Ln2, Levl 1 Both 10255 238.5 569.7 125 495 1.00 A 620 11156 0.92 Line 3 Ln3, Levl 1 Both 11156 259.4 531.2 125 495 1.00 A 620 13015 0.86 Line 4 Level 2 Ln4, Lev2 4 Both 20793 483.6 681.8 125 638 1.00 A 763 23271 0.89 Level 1 Ln4, Levl 3 Both 25469 592.3 670.2 125 638 1.00 A 763 28993 0.88 East -West W For Shear Force [plt] Allowable Shear [pit] Crit Shearlines Gp Dir Ld. Case V Fibs] V/L V/FHS Int Ext Co C Total V ribs] Resp. Line A Level 2 LnA, Lev2 2 Both 2249 20.8 179.9 125 495 1.00 A 620 7747 0.29 Line S Level 1 LnB, Levl 1 Both 10334 95.7 258.4 125 495 1.00 A 620 24790 0.42 Wall B -1 1 Both 5684 95.7 258.4 125 495 1.00 620 13635 0.42 Wall B -2 1 Both 4651 95.7 258.4 125 495 1.00 620 11156 0.42 Line C Level 2 LnC, Lev2 2 Both 8416 77.9 153.0 125 495 1.00 A 620 34087 0.25 Level 1 LnC, Levl 1 Both 9287 86.0 244.4 125 495 1.00 A 620 23551 0.39 - Sheathing Combination: A- Add capacities; S- Strongest only; X- Strongest or twice weakest. WoodWorks® Shearwalls singhnewhs.wsr May. 2, 201210:21:56 DRAGSTRUT AND HOLDDOWN FORCES Level 1 Line- Wall Position on Wall Or Opening Location [ft] X Y Ld. Case Hoiddown Force [lbs] Shear Dead Uplift Cmb'd Dragstrut Force [lbs] Line 1 1 -1 Left Wall End 0.00 0.00 11655 11655 1 -1 Right Wall End 0.00 43.00 11655 11655 Line 2 2 -1 Left Wall End 21.50 0.00 6836 6836 2 -1 Right Wall End 21.50 18.00 6836 6836 5962 Line 3 3 -1 Left Wall End 87.00 0.00 6375 6375 3 -1 Right Wall End 87.00 21.00 6375 6375 5708 Line 4 4 -1 Left Wall End 108.00 0.00 14178 14178 Line 4 Vert. Element 108.00 23.00 6136 6136 Line 4 Vert. Element 108.00 25.50 6136 6136 4 -1 Left Opening 1 108.00 26.00 8043 8043 2026 4 -1 Right Opening 1 108.00 31.00 8043 8043 935 Line 4 Vert. Element 108.00 33.00 6136 6136 4 -1 Right Wall End 108.00 43.00 8043 8043 Line A Line A Vert. Element 3.00 0.00 1670 1670 Line A Vert. Element 19.00 0.00 1569 1569 Line A Vert. Element 89.00 0.00 1620 1620 Line A Vert. Element 105.00 0.00 1620 1620 Line B B -1 Left Wall End 0.00 21.00 • 3100 3100 B -1 Right Wall End 22.00 21.00 3100 3100 3579 B -2 Left Wall End 90.00 21.00 3100 3100 2928 8 -2 Right Wall End 108.00 21.00 3100 3100 Line C Line C Vert. Element 3.00 43.00 1377 1377 C -1 Right Opening 1 6.50 43.00 2933 2933 559 C -1 Left Opening 2 16.00 43.00 4138 4138 946 Line C Vert. Element 24.00 43.00 1549 1549 Line C Vert. Element 28.50 43.00 2013 2013 Line C Vert. Element 41.50 43.00 742 742 Line C Vert. Element 46.50 43.00 1377 1377 C -1 Right Opening 4 65.50 43.00 4310 4310 3311 Line C Vert. Element 75.00 43.00 1377 1377 C -1 Left Opening 5 76.50 43.00 4052 4052 1568 C -1 Right Opening 5 84.50 43.00 3191 3191 2256 Line C Vert. Element 94.00 43.00 1377 1377 C -1 Left Opening 6 102.00 43.00 2933 2933 516 Level 2 Line- Position on Wall Location [ft] Hoiddown Force fibs] Dragstrut Wall Or Opening X Y Ld. Case Shear Dead Uplift Cmb'd Force [Ibs] Line 1 1 -1 Left Wall End 0.00 0.00 4392 4392 1 -1 Right Wall End 0.00 43.00 4392 4392 Line 4 4 -1 Left Wall End 108.00 0.00 6136 6136 4 -1 Left Opening 1 108.00 23.00 6136 6136 4558 4 -1 Right Opening 1 108.00 25.50 6136 6136 3349 4 -1 Left Opening 2 108.00 33.00 6136 6136 4836 Line A A -i Right Opening 1 7.50 0.00 1620 1620 156 A -1 Left Opening 2 14.00 0.00 1620 1620 878 A -1 Right Opening 7 94.00 0.00 1620 1620 788 A -1 Left Opening 8 100.00 0.00 1620 1620 167 Line C C -1 Right Opening 1 3.00 43.00 1377 1377 234 C -1 Left Opening 2 17.00 43.00 1377 1377 817 C -i Right Opening 2 24.00 43.00 1377 1377 272 C -1 Left Opening 3 28.50 43.00 1377 1377 610 C -1 Right Opening 3 35.50 43.00 1377 1377 64 C -1 Left Opening 4 46.50 43.00 1377 1377 890 C -i Right Opening 4 65.50 43.00 1377 1377 590 C -1 Left Opening 5 75.00 43.00 1377 1377 123 C -1 Right Opening 5 78.00 43.00. 1377 1377 111 C -i Left Opening 6 94.00 43.00 1377 1377 1091 /fB /.rs- 'WoodWorks@ Shearwalls singhnewhs.wsr May. 2, 201210:21:56 Wind Suction Design COMPONENTS AND CLADDING by SHEARLINE Line North -South Shearlines Lev Grp Sheathing [psf] Force Cap Forte/ Cap Force End Fastener Withdrawal fibs] Cap Force/Cap Int End Int Service Cond Factors Temp Moist 1 1 1 43.8 225.0 0.19 29 25 126 0.23 0.20 1.00 1.00 2 2 43.8 45.0 0.97 29 25 68 0.43 0.36 1.00 1.00 4 1 3 43.8 225.0 0.19 29 25 126 0.23 0.20 1.00 1.00 2 4 43.8 45.0 0.97 29 25 68 0.43 0.36 1.00 1.00 East -West Sheathing [pat] Fastener Withdrawal fibs] Service Cond Shearlines Force Cap Force/ Force Cap Force/Cap Factors Line Lev Grp Cap End Int End Int Temp Moist A 1 1 43.8 225.0 0.19 29 25 126 0.23 0.20 1.00 1.00 2 2 43.8 45.0 0.97 29 25 68 0.43 0.36 1.00 1.00 C 1 1 43.8 225.0 0.19 29 25 126 0.23 0.20 1.00 1.00 2 2 43.8 45.0 0.97 29 25 68 0.43 0.36 1.00 1.00 945_ WoodWorks® Shearwalls singhnewhs.wsr May. 2, 201210:21:56 Flexible Diaphragm Seismic Design SEISMIC INFORMATION = u.2SasU; Sas= 0.60 ;;tv =O. SHEAR RESULTS North-South Shearlines Building Mass [Ibs] For Dir Area [sq.ft] Story Shear Fibs] E -W NS Shear Ratio Rmax E -W N-S Reliability Factor p E -W N -S Level2 63090 Line 1 Level 2 4644 7994 7994 0.400 0.164 1.27 0.21 Leven 78150 4644 6130 6130 0.144 0.091 -0.04 -1.23 Structure 141240 • - • 14124 14124 - - , 1.27 1.00 = u.2SasU; Sas= 0.60 ;;tv =O. SHEAR RESULTS North-South Shearlines W Gp For Dir HIW Fact. Int Ext Shear Force [pig V [Ibs] V/L V /FHS Int Allowable Shear hat] Ext Co C Total V ribs] Crit. Resp. Line 1 Level 2 Lnl, Lev2 2 Both 1.0 1.0 2798 65.1 65.1 125 353 1.00 S 353 15196 0.18 Level 1 Lnl, Levl 1 Both 1.0 1.0 3424 79.6 79.6 125 353 1.00 S 353 15196 0.23 Line 2 Ln2, Levl 1 Both 1.0 1.0 1529 35.5 84.9 125 353 1.00 S 353 6361 0.24 Line 3 Ln3, Levl 1 Both 1.0 1.0 1520 35.3 72.4 125 353 1.00 S 353 7421 0.20 Line 4 Level 2 Ln4, Lev2 4 Both 1.0 1.0 2798 65.1 91.7 125 456 1.00 S 456 13899 0.20 Level 1 Ln4, Levl 3 Both 1.0 1.0 3415 79.4 89.9 125 456 1.00 S 456 17317 0.20 East -West W For H/W Fact. Shear Force [pH] Allowable Shear [pIf] Crit. Shearilnes Gp DIr Int Ext V jibs] V/L V/FHS Int Ext Co C Total V Fibs] Resp. Line A Level 2 LnA, Lev2 2 Both 1.0 1.0 3543 32.8 283.4 125 353 1.00 S 353 4418 0.80 Line B Level 1 LnB, Levl 1 Both 1.0 1.0 8145 75.4 203.6 125 353 1.00 S 353 14136 0.58 Wall B -1 1 Both 1.0 1.0 4480 75.4 203.6 125 353 1.00 353 7775 0.58 Wall B -2 1 Both 1.0 1.0 3665 75.4 203.6 125 353 1.00 353 6361 0.58 Line C Level 2 LnC, Lev2 2 Both 1.0 1.0 3543. 32.8 64.4 125 353 1.00 S 353 19437 0.18 Level LnC, Levi 1 Both 1.0 1.0 5318 49.2 139.9 125 353 1.00 S 353 13429 0.40 - Sheathing Combrna ion: A -Add capacities; S- Strongest only ;; X- Strongest or twice weakest. WoodWorks® Shearwalls singhnewhs.wsr May. 2, 201210:21:56 DRAGSTRUT AND HOLDDOWN FORCES Level 1 Line- Position on Wall Location [m Wall Or Opening X Y Hoiddown Force ribs] Shear Dead Uplift Cmb'd Dragstrut Force [ibs] Line 1 1 -1 Left Wall End 0.00 0.00 1 -1 Right Wall End 0.00 43.00 Line 2 2 -1 Left Wall End 21.50 0.00 2 -1 Right Wall End 21.50 18.00 Line 3 3 -1 Left Wall End 87.00 0.00 3 -1 Right Wall End 87.00 21.00 Line 4 4 -i Left Wall End 108.00 0.00 Line 4 Vert. Element 108.00 23.00 Line 4 Vert. Element 108.00 25.50 4 -1 Left Opening 1 108.00 26.00 4 -1 Right Opening 1 108.00 31.00 Line 4 Vert. Element 108.00 33.00 4 -1 Right Wall End 108.00 43.00 Line A Line A Vert. Element 3.00 0.00 Line A Vert. Element 19.00 0.00 Line A Vert. Element 89.00 0.00 Line A Vert. Element 105.00 0.00 Line B B -1 Left Wall End 0.00 21.00 B -1 Right Wall End 22.00 21.00 B -2 Left Wall End 90.00 21.00 B -2 Right Wall End 108.00 21.00 Line C Line C Vert. Element 3.00 43.00 C -1 Right Opening 1 6.50 43.00 C -1 Left Opening 2 16.00 43.00 Line C Vert. Element 24.00 43.00 Line C Vert. Element 28.50 43.00 Line C Vert. Element 41.50 43.00 Line C Vert. Element 46.50 43.00 C -1 Right Opening 4 65.50 43.00 Line C Vert. Element 75.00 43.00 C -1 Left Opening 5 76.50 43.00 C -1 Right Opening 5 84.50 43.00 Line C Vert. Element 94.00 43.00 C -i Left Opening 6 102.00 43.00 1591 1541 1019 1019 868 868 1904 826 826 1078 1078 826 1078 1591 1541 1019 1019 868 868 1904 826 826 1078 1078 826 1078 2631 2631 2471 2471 2551 2551 2551 2551 2444 2444 2444 2444 580 1679 2187 652 847 312 580 2259 580 2150 1788 580 1679 2444 2444 2444 2444 580 1679 2187 652 847 312 580 2259 580 2150 1788 580 1679 889 778 272 125 2821 2308 320 542 1896 898 1292 295 Level 2 Line- Position on Wall Location [ft] Wall Or Opening X Y Hoiddown Force Ps] Shear Dead Uplift Cmb'd Dragstrut Force [ibs] Line 1 1 -i Left Wall End 0.00 0.00 1 -1 Right Wall End 0.00 43.00 Line 4 4 -1 Left Wall End 108.00 0.00 4 -1 Left Opening 1 108.00 23.00 4 -1 Right Opening 1 108.00 25.50 4 -1 Left Opening 2 108.00 33.00 Line A A -1 Right Opening 1 7.50 0.00 A -1 Left Opening 2 14.00 0.00 A -1 Right Opening 7 94.00 0.00 A -1 Left Opening 8 100.00 0.00 Line C C -1 Right Opening 1 3.00 43.00 C -1 Left Opening 2 17.00 43.00 C -1 Right Opening 2 24.00 43.00 C -i Left Opening 3 28.50 43.00 C -1 Right Opening 3 35.50 43.00 C -1 Left Opening 4 46.50, 43.00 C -1 Right Opening 4 65.50 43.00. C -1 Left Opening 5 75.00 43.00 .0 -1 Right Opening,5 78.00 43.00 C -1 Left Opening 6'--., 94.00 43.00 586 586 586 586 826 826 826 826 2551 2551 2551 2551 580 580 580 580 580 580 580 580 580 580 826 826 826 826 2551 2551 2551 2551 580 580 580 580 580 580 580 580 580 580 613 451 651 246 1383 1241 262 98 344 115 257 27 375 248 52 47 459 WoodWorks® Shearwalls singhnewhs.wsr May. 2, 2012 10:21:56 Rigid Diaphragm Seismic Design SEISMIC INFORMATION ert�cal Earthquake Load Ev = 0 2 Sds D; Sds = 0.60; Ev = 0. SHEAR RESULTS North-South Shearlines Building Mass pbs] Area [sq.ft] Story Shear (Ibs] E -W NS Shear Ratio Rmax E -W N-S Reliability Factor p E -W N-S Level2 63090 4644 7994 7994 0.168 0.163 0.26 0.20 Lovell 78150 4644 6130 6130 0.132 0.093 -0.23 -1.16 Structure 141240 - 14124 14124 - - , 1.00 1.00 ert�cal Earthquake Load Ev = 0 2 Sds D; Sds = 0.60; Ev = 0. SHEAR RESULTS North-South Shearlines W Gp For Dir HIW Fact int Ext Shear Force [pif] V fibs] VIL VIFHS int Allowable Shear [pit] Ext Co C Total V [Ibs] Crit Resp. Lineal Level 2 Lnl, Lev2 2 Both 1.0 1.0 3071 71.4 71.4 125 353 1.00 S 353 15196 0.20 Level 1 Lnl, Levl 1 Both 1.0 1.0 3911 91.0 91.0 125 353 1.00 S 353 15196 0.26 Line 2 Ln2, Levl 1 Both 1.0 1.0 1533 35.6 85.1 125 353 1.00 S 353 6361 0.24 Line 3 Ln3, Levl 1 Both 1.0 1.0 1626 37.8 77.4 125 353 1.00 S 353 7421 0.22 Line 4 Level 2 Ln4, Lev2 4 Both 1.0 1.0 3053 71.0- 100.1 125 456 1.00 S 456 13899 0.22 Level 1 Ln4, Levi 3 Both 1.0 1.0 3860 89.8 101.6 125 456 1.00 S 456 17317 0.22 East -West W For HIW Fact. Shear Force [plf] Allowable Shear [pit] Crit Shearlines Gp Dlr Int Ext V pbs] VIL VIFHS int Ext Co C Total V pbs] Resp. Line A Level 2 LnA, Lev2 2 Both 1.0 1.0 1186 11.0 94.9 125 353 1.00 S 353 4418 0.27 Line B Level 1 LnB, Levl 1 Both 1.0 1.0 5235 48.5 130.9 125 353 1.00 S 353 14136 0.37 Wall B -1 1 Both 1.0 1.0 2879 48.5 130.9 125 353 1.00 353 7775 0.37 Wall 9-2 1 Both 1.0 1.0 2356 48.5 130.9 125 353 1.00 353 6361 0.37 Line C Level 2 LnC, Lev2 2 Both 1.0 1.0 4453 41.2 81.0 125 353 1.00 S 353 19437 0.23 Level 1 LnC, Levl 1 Both 1.0 1.0 4709 43.6 123.9 125 353 1.00 S 353 13429 0.35 athmg Combination: A- Add capacities; S- Strongest only ;; X- Strongest or twice weakest. WoodWorks® Shearwalls singhnewhs.wsr May. 2, 201210:21:56 DRAGSTRUT AND HOLDDOWN FORCES Level 1 Line- Position on Wall Location [ft] Wall Or Opening X Y Holddown Force [lbs] Shear Dead Uplift Cmb'd Dragstrut Force [Ibs] Line 1 1 -1 Left Wall End 0.00 0.00 1 -i Right Wall End 0.00 43.00 Line 2 2 -1 Left Wall End 21.50 0.00 2 -1 Right Wall End 21.50 18.00 Line 3 3 -1 Left Wall End 87.00 0.00 3 -1 Right Wall End 87.00 21.00 Line 4 4 -1 Left Wall End 108.00 0.00 Line 4 Vert. Element 108.00 23.00 Line 4 Vert. Element 108.00 25.50 4 -1 Left Opening 1 108.00 26.00 4 -1 Right Opening 1 108.00 31.00 Line 4 Vert. Element 108.00 33.00 4 -1 Right Wall End 108.00 43.00 Line A Line A Vert. Element 3.00 0.00 Line A Vert. Element 19.00 0.00 Line A Vert. Element 89.00 0.00 Line A Vert. Element 105.00 0.00 Line B B -1 Left Wall End 0.00 21.00 B -1 Right Wall End 22.00 21.00 B -2 Left Wall End 90.00 21.00 8-2 Right Wall End 108.00 21.00 Line C Line C Vert. Element 3.00 43.00 C -1 Right Opening 1 6.50 43.00 C -1 Left Opening 2 16.00 43.00 Line C Vert. Element 24.00 43.00 Line C Vert. Element 28.50 43.00 Line C Vert. Element 41.50 43.00 Line C Vert. Element 46.50 43.00 C -1 Right Opening 4 65.50 43.00 Line C Vert. Element 75.00 43.00 C -1 Left Opening 5 76.50 43.00 C -1 Right Opening 5 84.50 43.00 Line C Vert. Element 94.00 43.00 C -1 Left Opening 6 102.00 43.00 1734 1734 1022 1022 929 929 2120 901 901 1219 1219 901 1219 1734 1734 1022 1022 929 929 2120 901 901 1219 1219 901 1219 881 881 827 827 854 854 854 854 1570 1570 1570 1570 729 1487 2125 820 1065 392 729 2216 729 2079 1624 729 1487 1570 1570 1570 1570 729 1487 2125 820 1065 392 729 2216 729 2079 1624 729 1487 891 832 307 142 1813 1483 283 480 1679 795 1144 262 Level 2 Line- Position on Wall Location [ft] Wall Or Opening X Y Holddown Force [Ibs] Shear Dead Uplift Cmb'd Dragstrut Force pbs] Line 1 1 -1 Left Wall End 0.00 0.00 1 -1 Right Wall End 0.00 43.00 Line 4 4 -1 Left Wall End 108.00 0.00 '4 -1 Left Opening 1 108.00 23.00 4 -1 Right Opening 1 108.00 25.50 4 -1 Left Opening 2 108.00 33.00 Line A A -1 Right Opening 1 7.50 0.00 A -1 Left Opening 2 14.00 0.00 A -1 Right Opening 7 94.00 0.00 A -1 Left Opening B 100.00 0.00 Line C C -1 Right Opening 1 3.00 43.00 C -1 Left Opening 2 17.00 43.00 C -1 Right Opening 2 24.00 43.00 C -1 Left Opening 3 28.50 43.00 C -1 Right Opening 3 35.50 43.00 C -1 Left Opening 4 46.5Q 43.00 C -1 Right Opening 4 65.50 43.00 C -1 Left Opening 5 75.00 43.00 C -1 Right Openirig.,5 78.00 43.00. C -1 Left Opening 6 94.00 43.00 643 643 643 643 901 901 901 901 854 854 854 854 729 729 729 729 729 729 729 729 729 729 901 901 901 901 854 854 854 854 729 729 729 729 729 729 729 729 729 729 669 492 710 82 463 416 88 124 433 144 323 34 471 312 65 58 577 FOUNDATION EVALUATION 6vows-7-...e s .- - I%e tLG =7-4 Zz x 4s 95'o e p. ,.z -07.90 = h A'sF 24.c, PcP - r ""--4‘91-111‘:: F -3. 3571= -_moo y ._ .._..;.. _ ¢5- 0 ...P4F /SD . P'F L G[G�.�s1�L "'g p 2 GaD P5 1= _L__ ZX /X 21e,,aDpsi J -7 fro , may �SP�C' 7lv f-f ' 'Prescriptive Energy Code Compliance for Single Family and Duplex Housing: Zone 1 Project Information Contact Information SiD,yv ,V '.4-' 4642 S, /4..714157 7v4, F-0/6' AF,p ' -t S, . 0,4 P, s..., /4 4 99ev. A ,'S.� 7er 9 ?/6 eiFe.4:. 706— 5-7/ — a 794 This set of forms has been developed to assist permit applicants documenting compliance with the Washington State Energy Code, (2009 edition). This set is for structures built under the IRC and located in Climate Zone 1. The following forms provide much of the required documentation for plan review. The details noted here must also be shown on the drawings (WSEC 104.2). This form is not a substitute for the energy code itself. To obtain a copy of the energy code„ FILE COPY go to the following web address. http: / /www.energy.wsu.edu /code p,t,JA �,,q®• Option Glazing Areal": % of Floor Glazing U-Factor Door U- Factor Ceiling Z Vaulted a Ceiling Wall" Above Grade Wall- into Below Grade Wall- ext.! Below Grade Floor Slab6 on Grade Vertical Overhead" Super - Efficient Building E - • pe 3 4a Air Leakage Control an. fficient Ventilation 4b Additional Air Lea - , : Control and Efficient Ventilation R -49 or Efficient Water - ating R -21 R -21 6 Small Dw- ng Unit R -10 0 I 13% 0.34 0.50 0.20 R -38 Adv. R -38 Intl I R -10 R -30 2' R -49 or R -21 R -21 R -10 II 25% 0.32 0.50 0.20 R -38 R -38 lit 1 .1.B R -10 R -30 2' Adv. R-49 or R -21 R -21 R -10 01I1 Unlimited 0.30 0.50 0.20 R -38 R -38 1 TB R R -10 R -30 2' Adv. See WSEC table 6-1 for footnotes — Glaring Schedule Attached to Document Does not apply. (SEE INSTRUCTIONS) Using Prescriptive Option III. All glazing and doors meet maximum U- factor. Alternate heating size method submitted. ❑ Option I or II, Glazing to floor area limit (WSEC 602.7.2) ❑ Area weighted window, skylight or door U- factor (WSEC 602.7.2) ❑ As part of the heating system sizing calculation (IRC M1401.3 & WSEC 503.2.2) Radiant slab: ❑ R -10 foam insulation, continuous with thermal break (WSEC 502.1.4.9) Chapter 9 Options Total of 1 Credit Required escription la High Efficiency HVAC Equipment 1 lb High Efficiency HVAC Equipment 2 1c High Efficiency HVAC Equipment 3 2 High Efficiency HVAC Distribution Sy . m 3a Efficient Building Envelope 1 3b Efficient Building Envelope 2 3c Super - Efficient Building E - • pe 3 4a Air Leakage Control an. fficient Ventilation 4b Additional Air Lea - , : Control and Efficient Ventilation 5a Efficient Water - ating 5b High Effiecie Water Heating 6 Small Dw- ng Unit 7 Large •) elling Unit 8 Rene able Electric Energy Total Cre WSEC Prescriptive Worksheet (2010 edition) Zone 1 b«- IS!2. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 082012 City of Tukwila BUILDING DIVISION CORRECTION LTR#,L, *1200 kwh 0 ❑ 0 . ❑ 0.00 WS UEEP10-010'IGoPRrli EIVED JUN 05 2012 PERMIT CENTER 4"r2 4 Y C°•¢z e vG ; pia / //vi 7.62/2 l 72, S �G -, P">/..) ,9 /e!_ Pn L9e .s' 1/' /L G. 467 et, ear :f 7 4 s vo,,/;e.4> o ( c°l,yse vof? 7/ �. 2, 7 4,i u 72 %J /0 . Sk''.✓ ✓ �G /a 7S //� S 7 .5-'7//2 7/ /si ‘ /0.r e�� -' .d�?U✓� r y �Of /- <.C°2. /.9/ oeb �er ..:...._ es2 0 rte; 4 +!dS�= X 6 6u6 Z x 6_ -7 X /Z 4k /Z 3 x 4 z 5- 2n s x` 4 k 2 . 7e 4x 8 2 3x 2,5'x 7 3'x 4- (� +g)• t /,v 61A' e.744 S- :/.0. 36 / z e. 4 r: / • e? 32 /. . / 0 �©. /'.o 3o z. 2.. Q_. 7. 9� :3a /g 70 a 7 65- 5f ,/ /1/29 6,1 / 1 ) / , ( 1 02 .5-.6051/2 >' ' id 41:17 i47o N ,/2 ,4,■eQ G0 /e14 G'GociG yr,►$4 , s - _ £ € ' ' /■'s :7 ea! �?/ �i / e'c tea*' .). 3x s- Zx 3 x S' 2x 2x6 5,3x7 4x 4 x (2_ x C 2x'3 )( 5- Z '7 7..X .. ZX. 7 3x 4Kg Z x -3x 7 x7 7x zX 7 //YC'L /A 7e, P ,fit c3 v 7e. is- s� 30 Z4 37 D g. 6 zs 9:8 6 4Z- 4 Z 9s zI: � Ea GUMMY � PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: 012 -152 DATE: 06 -05 -12 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 4642 S 146 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS:rr_ 4N-ding Division Public Works Fire Prevention Structural Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 06 -07 -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 K Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 07-05-12 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • PEWIT CO PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -152 DATE: 05 -16 -12 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 4642 S 146 ST Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPA'T N S: ui dingDiivision ublic rks� Fire Prevention Structural Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-17-12 Complete TX:1' Incomplete ❑ Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06-14-12 Approved Approved with Conditions n Not Approved (attach comments) FY Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only I� CORRECTION LETTER MAILED: 5'-SI"I.Z Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 'WITCO COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -152 DATE: 05 -08 -12 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 4642 S 146 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works N EirK dowea( ire Prevention ng Division Structural ❑ Permit Coordinator IN DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05 -10 -12 Complete ❑ Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: iflli1 Departments determined incomplete: Bldg ❑ Fire ❑ LETTER OF COMPLETENESS MAILED: Ping PW ❑ Staff Initials: !I[ ' TUES /THURS ROUTING: Please Route • Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 06-07 -12 Not Approved (attach comments) 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 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D ❑ Response to Incomplete Letter # pResponse to Correction Letter # u ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: (J e 1 (J C t, t e_, Project Address: 2-1 (ul `Z. s,„,,11, N6 s -ee:F Contact Person: `] < ! /J c Phone Number: 20 L ' 2y "1 0 d Summary of Revision: RECEIVED CITY OF TUKWILA I JUN 0 5 2012 PERMIT Ql lF i2- -e‘./1seL elate Ve2.-e3 Sheet Number(s): r a-Ye —) "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ,r Entered in Permits Plus on() (001/ H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Revision Submittal. doe Revised: May 2011 I City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7 /1' I Plan ChecWPermit Number: p- i tS 2— Response to Incomplete Letter # I ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: 9(09 2 SO • t 4 (;=, S Contact Person: Summary of Revision: t.zg L Phone Number: ZO to 2'"M \4 o o AP6/4z- (vo +- LeAeA, )clk RECEIVED CITY OF TUKWWA HAY. ii.6. 20121 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of rgisjon Received at the City of Tukwila Permit Center by: Nit—Entered in Permits Plus on (9— ( H:\Applications\Forms- Applications On Line \2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 2/2/2015 • • City of Tukwila Department of Community Development GARY SINGH 4615 S 148 ST TUKWILA, WA 98168 RE: Permit No. D12 -152 SINGH RESIDENCE 4642 S 146 ST Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 3/18/2015. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 438 -9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 3/18/2015, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D12 -152 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 -431 -3665 6/2/2014 City of Tukwila Department of Community Development GARY SINGH 4615 S 148 ST TUKWILA, WA 98168 RE: Permit No. D12 -152 SINGH RESIDENCE 4642 S 146 ST Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 7/22/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 438 -9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 7/22/2014, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, 1V v1 / 1(9 r Marshall Technician Fl : No D12 -152 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 -431 -3665 May 31, 2012 • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Gary Singh 4645 S 148 St Tukwila, WA 98108 RE: Correction Letter #1 Development Permit Application Number D12 -152 Singh Residence — 4642 S 146 St Dear Mr. Singh, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 - 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician end File No. D12 -152 W:Permit Center`,Correction Letters \2012\D12 -152 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: May 18, 2012 Project Name: Singh Residence Permit #: D12 -152 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. Please provide a window and door schedule on the plan. Specify all windows required to be safety glazing in the window schedule and show window schedule on the plan. 2. Identify the location of the crawl space access and attic access. 3. Sheets 8 & 9 show city handouts copied on the notes sheets. Some of these are outdated as the deck codes have been changed for 2009. Also the handouts specify "PLEASE NOTE: Deck handouts are provide as a helpful reference only and are not to be used for permit plans. Deck plans shall be drawn specific to each site location and characteristics." This also applies to all other handouts. Please remove the handouts from the plans and only provide specific details for each specific deck project separately. 4. Show attic insulation as R -49. R -38 is for advanced framed roof trusses. (2009 WSEC Table 6 -1) 5. The codes sheets provided generally meet current 2009 building codes. However some of the codes referenced do not include the Washington State Amendment changes. Example: R314.3 with some exclusions and additional info, R403.1, R602.9 and M2001.1 is removed in its entirety. Please review codes to also include 2009 Washington State Amendments for code consistency. 6. Provide a specific detail where the front entry slab abuts the exterior house framing. Detail shall show dimensions for slab elevation in relation to the finish sub floor and show a flashing membrane detail where the concrete abuts the framing. Include an elevated cut view for the details. 7. Provide details for the exterior front deck that shows how the deck is attached to the exterior of the house. Current code requires hold down attachment with a minimum of two at each side of the deck. The code also specifies ledger attachments with specific bolting patterns. Provide these details and be specific with post connection hardware as well as other deck hardware for post/beam connections and joist hangers. Also provide specific details for the deck guard rails and show method of attaching all interior and exterior guardrails. Details shall show all methods of flashing at the ledger. Specify type of deck cover or membrane. (IRC R502.2.2, TABLE R502.2.2.1, R502.2.2.3 & FIGURE 502.2.2.3) 8. For clarification, the two garage doors from the house swing into the garage. It is not clear if the garage floor is level with the interior finish floor or requires a number of steps. If there are steps down into the garage, a minimum 36 inch deep by the width of the door landing shall be required. Please clarify. Specify the step sizes if applicable. (R311.3.2) 9. Provide complete stairway details for the winder stairs. Details shall show dimensions of the treads and risers. Details shall specify the total stairway rise and size of each riser. Winder stairs shall meet the requirements for winder stairs in the code. Include elevation cut views and plan view for the stair framing. (IRCR311.7.4, R311.7.9.1) 10. Provide a specific landing detail for the top landing of the stairs. In addition the top floor bridge shows a guardrail on an arc, however there is also a straight line which appears to be the line of the beam below assumed for the floor joist. There needs to be more clarification because the main floor plan shows the upper floor joist only extending to that beam. Clarify that framing of the bridge with more specific details. Provide elevation cross sections to show the framing. Specify joist hangers and other applicable hardware. 11. Provide a detailed roof framing plan or provide a truss manufacture plan set. Due to the sophisticated roof design the point loads shall be specified and shown on the floor plans for the roof system. Provide details showing the roof tie downs and all other mechanical fasteners, not indicated on the plan, for the roof system; all information shall be shown on the plans. 12. A soils engineer shall verify the bearing soils for the foundation and provided a soils report with foundation and footing drainage recommendations also indicated on the plan. The report may also verify the current foundation design shall be sufficient. Any engineer's reports shall be wet stamped and signed by the engineer. 13. Specify on the plan, garage floor area shall be sloped to facilitate the movement of liquids to a drain or toward the main vehicle entry doorway. Specify the thickness of the garage floor. (R309.1) 14. Specify on the floor plan, furnace and water heater appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches above the floor. (G2408.2 (305.3) 15. Specify outdoor combustion air provided for the mechanical appliances. (G2407.6 (304.6)) 16. Each dwelling unit or guest room shall be equipped with source specific and whole house ventilation systems and shall comply with Sections 403.8.1 through 403.8.11. Show method of providing whole house ventilation. (IMC 403.8) 17. Provide details for the hardware connection of beams S & T. Include a general detail with specifications for all other beam pockets fasteners, straps or any required hardware for beam to wall connections. 18. Show elevation details for the garage front wall panels that clearly shows beam connections with foundation hardware connections specified. 19. Beams "R" indicate "2nd fl. ceiling ". It is not clear if the beams are recessed above the ceiling or below the ceiling. Please clarify. 20. Provide an elevation detail of the glass wall at the office with all elements specified including the glazing thickness, type and how it is to be installed. 21. Provide details to specify steel layout in the concrete pier footings and specify type of post hardware at post connections to pier footings. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. May 10, 2012 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Gary Singh 4645 S 146 Street Tukwila, WA 98168 RE: Incomplete Letter #1 Development Permit Application D12 -152 Singh Residence — 4642 S 146 St Dear Mr. Singh, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on May 8, 2012 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed:. Planning Department: Stacy MacGregor at 206 433 -7166 if you have any questions regarding the attached comments. Please address the comments above 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. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, fer Mars all t Technician Enclosures File: DI2 -152 W: \Permit Center \Incomplete Letters\2012\D12 -152 Incomplete Ltr #1 .doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: APPLICANT: RE: ADDRESS: PLANNING DIVISION COMMENTS May 10, 2012 Gary Singh D12 -152 4642 S 146th Street Your application is incomplete. Please review and revise the plans to address the following issues. If you have any questions, Stacy MacGregor is the planner assigned to the file and can be reached at 206 - 433 -7166. Revise the plans to reflect the following: 1. Label the elevations North- South - East -West. 2. Show the height of the building according to the IBC definition of height. Provide a scale on the elevation sheets so height can be verified. Label the mid -point of the highest roof gable. 3. Label the pitch of the primary roof planes. 4. Provide the area of impervious surface (driveway /patio, etc.) for the front yard (area from street to house) and on each side of the house. a. TMC allows 10% of lot area or 1,200 sf total (whichever is greater) of approved durable uniform surface and, b. No more than 50% or 800 sf, (whichever is smaller) of front yard in approved durable uniform surface. Exceptions can be made if it is infeasible to meet this standard. 5. FYI: Mr Singh had previously asked City staff to review a plan for this lot that showed two 7,000 sf lots at the front of the lot. If 14,000 sf is removed from the 39,060 sf lot, this house would have a 25,060 sf lot. A 25,060 sf lot allows a maximum building footprint of 4,000 sf. With a 4,626 sf footprint, this home is too large to allow future platting of this lot into 3 lots. Date: May 16, 2012 To: City of Tukwila Attn: Planning Department Subject: Impervious Area Calculations, New Residence, 4642 S. 146th Street, Tukwila, WA 98168 (Owner: Gary Singh) Dear Sir: We have been informed by your office that the impervious area in the front yard of new residence is regulated. Due to the unique large size and the configuration of this lot, and the desire to place the new house towards the rear of the property, the required long driveway apparently violates impervious area regulations. The long 18 foot driveway, however, is required by the Fire Department. Their office has confirmed their approval for the driveway length and configuration. The lot area is 39,166 square feet, with the proposed house footprint of 4,840 square feet. The proposed long straight driveway, along with necessary parking pad and turnaround area, is a total of 5,250 square feet. The total calculated impervious area for the site is therefore 10,090 square feet. Note that these numbers were determined for drainage calculations and turned in to the Public Works Department concurrently with the house plans. We hereby request a waiver of any regulation which would prevent the construction of the new residence and its necessary driveway, as shown on the plans. We have provided all proper building setbacks and the driveway is a normal common sense type of layout suitable for the size of property and location of the new house. We do not believe that the intent of the zoning code is to regulate, other than normal setbacks, the location of a new house on its lot. This regulation, apparently without it being its intent, does so. As a minor separate matter, your office was concerned about the house footprint size should the front of the lot be considered for future short platting. We appreciate your thoughts in this matter but request the present action go forward as is, as a simple residential permit at this time. Y 'Yec �; e tied QA, tLc .eoaesw.9 TMC 6,51/2. ►aa- 3 lu s iyk- c31--‹1-10 , Thank you very much for your consideration in this matter and please feel free to consult with me should you need further information. Sincerely, Gary Singh Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): D12 -152 Grantor: SIDHU HOMES INC., a Washington State Corporation Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Along South 146th Street and adjacent to 4642 South 146th Street Abbreviated Work Description: Work within the City Right -of -Way, including driveway access, utilities including storm drainage, and underground power. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. f� • IN WITNESS WHEREOF, said individual have caused this instrument to be executed this C day of j u w L , 2012. Property Owner / Authorized Signature STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that C- �I�C -�(12 S1 " ?j �~ is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument and acinovyledgeci it as the 0(.0 it) r of ► - t , a corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated C% �5 // ku/i-e /4-CL Klc Notary ublic in and for the State of Washington residing at -"FA My appointment expires C»q -/ �/ DATED this • • GRANTEE: CITY of TUKWILA By: Print Name: Its: day of 's,. C!'? , 2012 Bob Giberson Public Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING ) On this day, before me personally appeared BOB GIBERSON to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. 6 -L c.. a L (-- -"( Name: NOTARY PUBLIC, in and for the State of Washington, residing at k- Ci4 -(- )1 (�c� My commission expires: -/y PUBLIC WORKS BULLETIN A3 PAVEMENT MITIGATION AND TRANSPORTATION IMPACT FEES CITY OF TUKWILA Public Works Department 206 - 433 -0179 This Bulletin summarizes pavement mitigation fees and transportation impact fees applicable to private development projects within the city. PAVEMENT MITIGATION FEE The City does not allow pavement cuts in pavement that is three years old or newer (TMC 11.04 Recently Improved Street), except by written approval from the Public Works Director. Public Works charges a pavement mitigation fee whenever pavement in the right -of -way is disturbed. The pavement mitigation fee compensates the City for reduced life span due to disturbance of roadway surfaces. The fee is based on the total square footage of impacted pavement and on the remaining life of the existing pavement. The mitigation fee, based on cut limits shown on the permit plan set, is paid when the permit is issued. To estimate the cut area, add two feet to all sides of the expected cut limits before calculating the area. This fee may be adjusted, based on the Inspector's measurement of the actual cut limits. Use the following table to estimate the pavement mitigation fee. TRANSPORTATION IMPACT FEE Consistent with the Comprehensive Plan, the Six -year Transportation Plan and the Capital Improvement Plan, the transportation impact fee helps ensure that new development bears its proportionate fair share of transportation facilities necessitated by the new development. The fee applies to any construction, reconstruction, conversion, structural alteration, relocation or enlargement of any structure that requires a building permit and generates any new PM peak hour trips . The transportation impact fee is charged to each development according to an impact fee schedule based on defined zones. The fees are assessed as part of the building permit and are due and payable when the permit is issued. (TMC 9.48 and Ordinance 2111) This Bulletin should not be used as a substitute for codes and regulations. Your project will be reviewed for specific compliance to codes and regulations. Approved 12.31.2005 1 Approx. Remaining Years Pavement Mitigation Fee • 0 -1 $0.00 1 -2 (10 %) $1.00 2 -5 (25 %) $2.50 5 -7 (33 %) • $3.30 • 7 -10 (50 %) $5.00 10-15 (75 %) $7.50 15 -20 (100 %) $10.00 TRANSPORTATION IMPACT FEE Consistent with the Comprehensive Plan, the Six -year Transportation Plan and the Capital Improvement Plan, the transportation impact fee helps ensure that new development bears its proportionate fair share of transportation facilities necessitated by the new development. The fee applies to any construction, reconstruction, conversion, structural alteration, relocation or enlargement of any structure that requires a building permit and generates any new PM peak hour trips . The transportation impact fee is charged to each development according to an impact fee schedule based on defined zones. The fees are assessed as part of the building permit and are due and payable when the permit is issued. (TMC 9.48 and Ordinance 2111) This Bulletin should not be used as a substitute for codes and regulations. Your project will be reviewed for specific compliance to codes and regulations. Approved 12.31.2005 1 % Example 5 Example 6 City of Tukwila Public Works Department 206 - 433 -0179 Pavement Mitigation Fee Implementation Examples avement Final patch limits /Cut line Final overlay limits Asphalt ped /bike path 1' avement 2'-- -- L_ 1'J 1' Paved Shoulder 2' max— Pavement excavation area within ped /bike path • Restoration (patch) • Pavement mitigation fee required avement excavation area is less than 2' from fog line or straddles lane /paved shoulder • Overlay of the cut area and shoulder . No pavement mitigation fee og Line Revision Date: 02/02/10 14816 MilitRoad South P.O. Box 694i50 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY Residential: $50 Commercial: $100 ® Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other ® Short Subdivision ❑ Rezone Proposed Use: ;.7 Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: G. 4 ,, y ,S, el 1.1 Phone: R06 - 244-1900 Property Address or Approximate Location: Tax Lot Number: Y6 c 2 S. l'/ " Si' oay000 —os7r Legal Description(Attach Map and Legal Description if necessary): Part B: (To Be Completed by Sewer Agency) 1. // a. Sewer Service will be provided by side sewer connection only to an existing 6 size sewer 0 feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (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. II a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. RFCEIV / 4. Service is subject to the following: PERMIT: $ too c! MAY rt a. District Connection Charges due prior to connection: 20 GFC: $ s5� Tv $ RV) X86 UNIT: $ TOTAL: $ PERMIT CEN (Subject to Change on January 1st) Either a County /Metro Capacity Char a SWSSD, or Midway Sewer District Connection Charge may be due upon connection to sewers. b. Easements: ❑ Required ❑ May be Required c. Other: b 11111•1" 1 5 21. I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of signature. HQN4SE.r.-4- 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 ofSewer Availability/Non -Availability and this Attachment, and fully understand the terms and conditions herein. • Applicant's Signature Date t-- • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov tERTIFIGATE OF WATER AVAILABILITY PERMIT NO.: Part A: To be completedby +applicant Site address (attach map and legal description showing hydrant location and size of main): 4(,4a . 144p Owner Information c cL.j� . S i latj k ' ; : Agent/Contact:Person Name: 1 ,Name: Address: LI Cp 2- S . \ %' 4i. Address: Phone: 2c) 6 , `Z-`lGt^ lao 0 Phone: This certificate is for the purposes of: ' Residential Building Permit ❑ Commercial/Industrial Building Permit ❑ Preliminary Plat ❑ Rezone ❑ Short Subdivision ❑ Other Estimated number of service connections and water meter size(s): tt- 1 trutt,e Vehicular distance from nearest hydrant to the closest point of stru�ctturree is ft. Area is served by (Water Utility District): L&)& -ICf I){53T1 C i` l a s Owner /Agent Signature I Date Part B: To be completed by water utility district 1. The proposed project is within 2. No improvements required. % _ in)iL� / l� ;N& (City/County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: 4) /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 residual for a duration of 2 hours at a velocity of 7 fps as documented by the attached calculations. 5. Water availability: Acceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. System is not capable of providing service to this project. / 7S8 gpm at 20 psi RECEIVED MAY 08 2012 PERMIT CENTER I hereby certify that the above information is true and correct. 1<-1 to G Co , la.J Ar- ER 0 sr. I 2-5 Agency/Phone acc - Zy2 -Y5`J7 5- 7 -/Z By Date 6"Xp ;mac s -7 —/3) This certificate is not valid without Water District 125's attachment entitled "Attachment to Certificate of Water Availability" H:Wpplications\Forma- Applications On Line12011.05 Water Availability.doc Revised: May 2011 • • Attachment to Certificate of Water Availability King County Water 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 r'/ Date s7g //t- District Representative M,a,c i2 P Date 5- 7- /Z. RECEIVED MAY 08 2012 PERMIT CENTER Contractors or Tradespeople Pr, ter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEt1 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 SIDHU HOMES INC UBI No. 602228341 Phone 2062441900 Status Active Address 4645 S 148Th St License No. SIDHUHI881JF Suite /Apt. License Type Construction Contractor City Tukwila Effective Date 4/6/2012 State WA Expiration Date 4/6/2014 Zip 98168 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company ther Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status SIDHUHI980N0 SIDHU HOMES INC Construction Contractor General Unused 8/20/2002 8/30/2008 Re- Licensed Business Owner Information Name Role Effective Date Expiration Date SINGH, GURDIP President 04/06/2012 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 American Contractors Indem CO 100191577 04/01/2012 Until Cancelled $12,000.00 04/06/2012 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 1 Endurance American Specialty I CBC10000961200 04/04/2012 04/04/2013 $1,000,000.00 04/06/2012 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 https: // fortress .wa.gov /lni/bbip /Print.aspx 06/19/2012 ..ttr, mmpaveeeoaamm • ',aa,4m ro-aa.4rmas9sn eaams. aellinise uta mo -Por yat any pro yerr77.1m77 ®.ae. Tdlss>a g98 B :,9990 ,=-999,9999 =_---__ 90113'33"W 310.22' .,Maamr4p a PLa„ :t�v�lOh ' i003- 4Qin awl Space 4 Fo-n t -o9'0 &got 40 273 //YF/CTRA7/6N 7RE//CN - „ 7'W X Z' D X 70LF LONG :s6' -4O" 7Y/'E / P.8 U//7eE G `9YLe O,See Codes. GAPPROVED • to be made to these l approval from the Division of DOD S ' 1Pm'' aai v -''s OVNITY clad to to errors and omissions. oeumems does not authcriza d code or ordinance. Receipt dcondlb9 is adawwled08d: 1911'24 )f TUkwIla JG DIVISION 280 188' -EA' /ZED CO//f,, E/✓ 7124 PM'. x @ 046 S/L7 FENCE 9'08 vN, is ogl-rQ n I M///017 7' N„ RE7ALL r/J/.V U/A/ 3'098 2.E0.37-77777999- 0 310.09' 501' 3'40r'W 5 SONP FOR FTG. / /42At/-6./22472 ¢'DEEP YI ARe7 efC,o eL 6' 414936416604D£ 73'-6e /4' - 200.9 SILT FENCE Pwpos COMifinasof Use er centand g runoff velocities prow. flaws. nor s intonlictl. to treat substantial 1:107717,nacrid InstailatIon Speciflcffio nsm s o waiava Flow. 1 She geoten.titc 7s. roust mcettbestern below. of specificatia, must be available onsite. 004(048404751) ize (a.3P0.tsm 77'7.,.7,7747,77,081771D6.1.91) 0,917 Tensile 59417977( Grab 1,77777 Elongation,. 10 U,lrev.11et Remam::m(ASTM 04355) 7177177. 1.7n. mln. lorstamkof sire, 3077 max. 7077 nin. 7.Standard of rengcloser post th764l mwra wlreb090 to a 11 naeeeswn974 w 74 foam O. e the fence iso. _ slope 47443 5 no sleeps tban zas 770 bottom 0che.� .E)'e4 ina veal.. al. does pot allow wator1771,777 arm Maintenance Standards I. Any domoeo4 4396444347'llor(be Pea, q m tl the 4aep440 se mootw4p ore pond. . J. It is importatu to check. de the fen. for signs of [moo cloggir barrier to flow .7 then e W mnremoewme tappedveem tliMma'fiNe pm=slmme fence. a Sctlitn st w7d. the h. S. tithe eller fabric(ace(e.(..7brae(en4ra(wanc to,a.4404,ea4mwa,44 USE OF GRAVEL FILLED TRENCHES FORFULL LYFIL' Crawl eves trenches(also 42194^mmaetwe troupes )me a goo. op 13.7.4 feet. Figure o2 =8(P 3>�es. fo �.elaa�� a..as co -mese., oecobbi7.7.M .=fatuehwmustbe et leas of 30 fee, etmgrhperl,aaospuamfeaofit:7, Hca um res length rwmaot u0e7100 feetfzortweiaict arm,. En lat.. antinimum of feet. Tho trench must Ix Ma with et leag. 77 iv.. of /,,.717 1741.7 wash rockmay cover. wialbeckfillmakrielas shown fil Figure C2.2., or rea � 5. asmaie{il)bum)musraeme�maoand on the temh sides priorpftilliosaruwo((ifpp 377.Reing betwan aa7E17 centerline. mt... at lean 6 feet. . . 'on trenches xonstbeselbackat0ast 15 4e1 frombuikrua74.1444 a<mtrla<9<m 1794vt.,xt oef tochcAeeamaltcram8iCodanl0goath.r6.w ou aceewu eexxc..,th ofany overlying mem., 7,4 i77 I= pa. for tile overflow, 9. Runoff from roadway, 806.482¢�6a oimm m be dem. uic p me murybw hea<owa<r.. F.1.01717.E1.27.7. TYPICAL TRENCH RATION VSTE7.1 FJ m °o PI�Gse �10 e; Na se coil/ sp �CdecP ��r REVISIONS NotmRhaevnra<wswhaSo!uirebtloupnremoaOtla eviatooa ro pa lpueadditoneIpianrevieu, los. SEPARATE PERMIT A900101E0 FOR: 0 Mt�hanlW I�aleaficel ❑ Plumb ng ❑ Gas PON C'I- r of Tukwila 63,, t161G DIVISION SITE -e,7a77RAGE ssori. These piaos have been r viewed by the Public World 1)epartmcr'1 for nformailcc with current City sisodards. Accept. e is subject to 3 and which do - vielac rof s odoptedcstandards oroordi boos. The responsibility for e adequ=acy of the design rests totally with the designer. Add:eions, deletie e or revisions to these diggings after this dace will void this acceptance and will require e resu„hnittal of revised drawiegs for subsequent approval. Final acceptance is subject to field inspection by tilt Public Works utilities i sp^trot. Date: 20 5115.(0- O!'dM1Yt s v i co ;47' STRUCTIONS FOR FULL DYF7LERATTON mpeMcenrelasa etamwat41304g993494 mconbol990948 stn yw a t• '<40 parvims.surfaces on 43 1 - M mal:n4 b. „,9994 camminape rm waYaprecp��revem.ereabsorbaa. tnr..gm(le4esa,7:7A� • Med rhes. ells,, .gmnndaurlaPoaepraaabns.,se ate.prom.17 lamer m end conteetwIth tho WI end Roldin9 Ma runoff long apottgM1 soal<rnost of It Into Ms greuntl. To. auccess1,11.77 5011 co.!. arouptl the int -77.0n... r77,1177 reliably itte waler ir70 tht., rowaf: nam aro( lsMMne:uaaunwzowiwaalnaeamaoama:8oaum?Ba.BshtUp %plan m Re7ourcosaCO., Identifymust. mea.77 annuaiyancl en, rra,or storm events to anti r.1777-7.7 physlcal Wed,. Aleh.nenca mItl oporatlen system stloula focus on ensuring the a,slern's 4344989077wnt7i7Wen4074134 otrilom3907emfaon device 9a404009777 sln�smitrs em4muievan must be wowed 0976193096742649479900 rm.re frequently if 44340nme66d7rew0. Kwre334917,as<' devices wa7 sx.revt and dean Mon.,. the 4reevM or (Rasp devices For mars, frequent cl.n17,7 of gutters wlIlr,Iucpaetl.entloatl,t7these REVIEWED FOR CODE COMPLIANCE APPROVED JUN 08 2012 City of Tukwila BUILDING DIVISION ;o („ 7oGP ...,P 66403 CBsump wrse amp.. badolq a4 sea la REC �{ ttrz'ara' x REC MAY PERMI REFERENCE NO. REVISION 09 DATE '"� a TITLE DRAWING NO. S/�,,,_, , ,,,� terAL hill® I, esign O RE, h A 1111.010111011 11101MOMI vry1F41 lv MEM FRONT ELEVATION c`'_, IIIAIRIA7EkEErA2) MILIANDIE "'"1-1"1"1" • - DIRT fl REAR ELEVATIEN rsjORH INCOMPLETE LTR# 7? »/' /4/ cf p 0 , `-° _11 REVIEWED CODE COMPLIF APPROVEI 1JUN 08 201 City of Tukw BUILDING DTVI RECE b I 1- 152.RAY 1 PERMIT( IEFERENCE NOL REVISION BY DATE A f ,e 011;1, i ""'s, : hi/1°n TITLE Dm, ...4-4,14Y-69--- DRAWING NO. 11;' -10-=esign 1 1 1 NO. REVISION BY j DATE , 1 I TITLE PN/S1 1 , DRAWING NO. ----' 1 , - 1 I — II ULJ N...._ _ X ) 1 c----- ------. ir 1 III - - t , , ,, , REVIEVVI CODCOI i E CON fr APPRC ,•.', ..1UN 0 _LIBUICLIDYIN°G" RIGHT ELEVATION vat—. FACE AR[— V A710 r. I I I NO. REVISION BY j DATE , 1 hillon e s 1 g n TITLE PN/S1 1 , DRAWING NO. —RI 1 . i + — II — 1 11 7.1 . N...._ _ X ) 1 c----- ------. 1 III - - t , , ,, , REVIEVVI CODCOI i E CON fr APPRC ,•.', ..1UN 0 _LIBUICLIDYIN°G" LEFT ELEVATION 1 1,4EST EiE,VPJE/0,4.)\ RECE MAY 1 PERMIT REFERENCE NO. REVISION BY j DATE , 1 hillon e s 1 g n TITLE PN/S1 1 , DRAWING NO. -) /14 -:-7 , • tf, -,,-4-$A,,••,t_ 1 E 107_5"" IeuSe nID-CE Y_ jyusses h • E re d ° 1 aXvoeLr- ce/ 1 deylq E9 h) 55 Cv 91 boo- 14- 6 _3' y 4,_0:: 4`-01 BATH 70 BEDROOM SMOKE 337E2702 / ❑BELPEN OWTO / / - / \ 3o- COO£ R !./NG \\ 1211: c3 &E7ECTIIK w SMO/(E' 7=5.742 P_ BEDROOM 0 P27 70 0375!76) / 3 OL'3 �.G 337EC.70K OPEN TO BELOW PER SIMPSON STRONG -TIE. :BLES FOR PROPERFASTENERSFOR EACH OF THE TABLES FOR THESE HOLD DOWNS AND DING STRUCTURAL CALCULATIONS.) 1STIONS ARISE IN THE FIELD CONCERNING 8 -STANDARD CONDITIONS. 134 -Or HOLD DOWNS AND TIES KEY 00001 f CAPACITY NOTES O 011-1014 3.8158 3.6' X 3S" MIN. STUD/POST ❑ WEB 05808 3.5" X 3.5" MIN. STUD/POST 718" DIA. CONC. BOLT SIZE HD12 12,0858 5.25" X 5.25" MIN. STUD/POST 11 DIA. CONC. BOLT SIZE g3,0408 3.5" X 3.5" MIN. STUD/POST A MSTC66 5.8400 3.5" X 3.M INN. STUD/POST 19' 0" TOP FLOOR SCALE:!/4"-l' TOP FLOOR AREA =4613 55.4 T. OPEN AREA -1156 SQ,FT, NET TOP FL, AREA =3457 SQ.FTJ hillon esign raArexwLs 98 WALL 00080 13'—01" Gm a651 Sh81114,8 MI Mata�I81 ThtN 098,0 FH8l,000 01 Sfm aik9 FwSin8 klmntxn OI p808s O 68, 0799 pro6 O - Hord 16d y - is ,3 Y e- t,3 M18C ree:gewryaENah lR oeaa�acreaaaeroma vawarortsr3rahaauuns wrtn samaaalnpa nepausaslwamanps;ars max., REVIEWED FOR CODE COMPLIANCE APPROVED JUN 08 2012 City of Tukwila BUILDING DIVISION E%VIRES: 4/24173 1 bl7- Ig2 REG' JUN PERMIT CORRECTION T�\INTir STRUCTURAL NOTES 1. The design and sting of the structural members and their connections is intended to comply with the 2009 IBC 2. All door, window and minor interior headers to be 4" x 12" or 6" x 10" HF7/2 unless otherwise noted. 3. All milled lumber and beams to be HEM with Ph,. 850 psi. (Acceptable alternate 5 DF#2 with Fy = 875 psi.) 4. All giulam beams to be Fy = 2,400 psi. I "X " 06 6"X/D" '):166' H6' x'z� 8. At all truss and roof framing members resting on a bearing beam or wall to be r �1--a III 5. All hold downs to be by Simpson with specification shown on plans at installation locations. Hold downs to be installed per manufacturers instructions. 6. All metal connectors, shown or implied, on these plans to be per Simpson or an equivalent rated substitute. T. All sill plates W61 be pressure treated wood, rest on a vapor barrier, and be fastened to the concrete with 5)8" anchor bolts at 48" maximum spacing. Bolts to use square plate washers. connected at each location with an H-1 clip. (Members wider than 1-1/2" to use appropriate wider connection clip:) 9. Headers for upper floor openings will be per truss manufacturer's design for roof truss system. Any beam sizes shown on these plans for that area may be superseded by those shown on the roof system plans supplied by the truss manufacturer. In case of conflict, those beam sizes specified by the truss manufacturer will be used. 10. In all situations the work is expected to be done in a good and workmanlike manner, and to be performed using accepted standard framing techniques and practice, and to use common materials and fasteners. If clarification is needed during construction, the design engineer or building inspector should be consulted prior to proceeding. ,0,_4.. 0 "X/0" KF 62 LC SMO.✓, D6767 76e III ii -j iii 014 II 0 SKITCHE14 BEAM AND JOIST REFERENCE NOTE: The beams and joists shown on this plan refer to those in the ceiling of the first floor, that is, the floor of the second floor, unless otherwise noted.. Isl B" x /Z" 646 Fr 2.da0 8.11 �PAI0 ,T-''7- 1&' \1 be. re ce Sieg. PJ96WS 3drys.) 7JZ //G (7 BEDROOM 7,66 757. G o;€r .t get0 Pocke6 S,. C0 057E 1 0 SMO- pe7Ee7ox 14/2" F/742 I0x2, A 62' 6"k/7'r N077- C61767L7 W/ P3//OX/Td FG27010/.2 "1 7/62 666.6.6 76 47/167 ry' 77/27/ A'S 27.161///0 5196,1' 0 777/0767 -['.m5/y, 50/77 GOR/ .001,1 0-6141' S4QpS'kn C -j6 ro0536 F""n 1{m. se- t GARAGE /26'7 Ii 1 REVIEWEI I,2, i CODE COME i JUN 08 City of Tu BUILDING 0 "0.09 F 0 AA: @ REAR=28626 @ FRONT=226.01 2 RISERS @ BELOW MAIN FLOOR. //%B" 7 L/3 /r 2„6/ Y' 6!00.66 /477/[77.9 X/5' 6/6 F 267a 07' 0 IC" 6/4 �/P/e" 7.7 //0,'/6"0.�777 F .SY" X/a" 67277'00P. J n1 2'_" FX. C7///'t51 0 1C' 0" I AND TIES PER SIMPSON STRONG -TIE. ,TALOG TABLES FOR PROPER FASTENERS FOR EACH (A COPY OF THE TABLES FOR THESE HOLD DOWNS AND THE BUILDING STRUCTURAL CALCULATIONS.) :ER ff QUESTIONS ARISE IN THE FIELD CONCERNING. ON IN NONSTANDARD CONDITIONS. :BOLTS: MERE A SILL PLATE RESTS ON CONCRETE FOUNDATION ANCHOR BOLTS AT 48" TYPICAL SPACING %RE WASHERS (PER USUAL PRACTICE) HOLD DOWNS AND TIES KEY 0 MODEL 9114014 HD98 CAPACITY 3815# 8,5800 6912 12.086# GMST4B MSTC66 3.040# NOTES 3.5" X 3.5" MIN. STUD/POST 3.5' X 3.5" MIN. 9T80/POST 2/6" DIA CONC. BOLT SIZE 5.25" X 5.25" MIN. STUD/POST VDIA. CONC. BOLT SIZE 3.5" X 3.9" MIN. $TUDIPOST 3.5" X 3.5" MIN. STUD/POST MAIN FLOOR SCALE1/4"-1' MAIN FLUOR AREA =3677 SQ.FT. 011872E AREA =949 MET. TOTAL M4IN FL. AREA =4626 SD. -T.1 61ATERNLSSY WALL GROUP 555.65 T ' o- f F.A,R, W50Ia raverinsrn svn xlmwa OriPrrt erk, 101 0009 NOW O 2NNTTNN'T-NIN Y i00 rvose 0.43 16 0.93 16 1,3 $Ce wYPlylweli-Poss 7/16 Hort 192 0094 0.93 16 0.93 16 1,3 ic 18 CODES IN EFFECT The design of this building is intended to comply with: 2009 IBC 2009 Washington State Energy Code Current Electrical and Plumbing Codes as adopted by the City of Tukwila All current City of Tukwila permitting construction, {re safety, zoning and planning regulations, etc. TOTAL LOT AREA= ALLOWABLE F,A.R.= ACTUAL F.A,R,=713433.) SITE CAVERA( TOTAL LOT AREA= ALLOWABLE SITE COVERAGE =- ACTUAL ACTUAL SITE COVERAGE=49; IMMO PHONE: 1•::. ... RECEIVED JUN 05 2012 PERMIT CENTER 28 A.. [7-a' r _ 6'%6' POST ON 10'x10' CONC. P\N PW3x10CONC. YU_Q. FOG TP i1a:��� 10E-0' 6'x6' POST ON 10'X30' CONC. PIER 0 n %3'X. CON4 E 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 fines FOOTING INSPECTION (RE: Grotec0 report prepared for this site.) Over excavation requiring structural (engineered) fill shell comply with recommendations as °mined inthe geoteehnieal eport Prior to requesting a fnotiog inspeetiuq the Geoeecb engineer of record shall verify the mils condition and provide inspectionan report prepared and signed by the Geotech engineerGeotech report shall verify that soils conditions including compacted fill shall satisfy specifications as outlined for footing/foundation construction. Geo.. engineers report shall be presented to Ne bwik ti inspector at time of footing V L 000 0'X10' COM PIER ON 3MEM10. CANC. FEMME WITH M4 VERNHOWTTP NEC 250.50. A concrete encased groundil is required in all new conch The electrode shall consist o feet of %" or larger reinforce #4 copper wire, located near of the building footing. (NOTE: 20 foot rebar ah continuous piece tied alon vicinity footing rebar and sh 8" min. above top of foun near location of power panel. Iy1 IVI /P4"732 /IL) e )RS. [J //%B" TJ3 /ID e /6 "C.C.(�W OV T/1/a"7-.72 /I/Je/G" xa eu_ec. 4< J 1=i0 [ l 7°-4!" 5*_10" I /%// ,-S"7T7 2/0 [+ /G" C77�RS. o 0PHCRAWL S CRAWL SPACE :NSULATcn WEATHER-STRIPPED -C.S, VENTRATI00 PROvfnE :a�uo -C S. FOFOR 2 R OL AREAS r — — -6'x6' PEST Op 0'x10' CONC. ON 3'%3'X30' CONC. FEETIN6 WITH .4 RE.. RECO 0 I //O ¢ /G"77 S. 8"X /G" VENTS Lr— J /10/1" TJS //<0e 30<1 "S SILL PLATE ANCHOR BOLTS: IN ALL LOCATONS WHERE A SILL PATE RESTS ON CONCRETE FOUNDATION USE 5B" DIA. ANCHOR BOLTS AT 48" TYPICAL SPACING 3" SQUARE WASHERS (PER USUAL PRACTICE) 0' /4 " CRAWL SPACE & EDN PLAN SCALE,1/4e-1' \ / / \ 64, sO BEAM AND JOIST REFERENCE NOTE: HOLD DOWN NOTE: REVIEWED FO CODE COMPLIAI APPROVED JUN 08 2012 City of Tukwila BUILDING DIVIS Thebeams and joists shown on this plan refer to those in the floor of the first Floor, The location and type of hold downs to be installed in the foundation are shown on tl mess omarwig§ee noted. alis �co„oeat,,...)wi11 be IaH;yNel^ floor plan for the First Floor. unless 010#0: R\i IsORSA«0N- w WU.yLe YoNy tiiaktS watt, zxfo F�-gw.�, k s ess Tesseccagy kxNkA �Ga�u ae. am\ -\6 stdw� RECEIVED FOUNDATION VENTING JUN 05 2012 Main Floor Area 3,677 SF/500 = 7.35 SF Venting Required PERMIT CENTER Staritlard8 06'Vents - Gross Area =088 SF with a Net Area = 0.5 SF approx. Therefore 7.3510.5 = 14.7 vents required minimum Vents provided -38 Each IEFERENCE NO. REVISION . I BY DATE 1" 1 .'104 / IV' ' � I nhillon esign .., i TRUSS GF ROOT R-�{ ATTIC INSULRAT?flN • DRYWALL 2'x6' BOTTOM TREATED PLATE IO` x ie' ANCHOR F BOTS 8'TNYCK CONC. LL DRAIN TILE ENG tNtLKLID TRUSSES 024 G.S. BY DETERMINED BY OPENING WIDTH) STUBS 2X4@ 32'OC. OPEN TO BELOW SL PAPER. a `[BGE v_NTCNu. GUTTERS P OXT. VALL CRAYTYI 8 NG BUILDING WRAP ATHING JDS @IV °,C. INSULATION LIVING 0221,1 I2' JOISTS OR--, SIZE NOTED 1 By ENGINEER FAMILY 0000 -INSULATION -VAPOUR BARRIER -DRYWALL INSULATION GRA. CONSTRUCTION JOINT ONT`:N000S —6 MIL BLAC VAPOR i BARRIER TYf !°`41R ruNCTRUCTION.-j i3G PLYWOOD - 1,, JOISTS V/ OSS BRIDGING OR BLOCKING .?"fM Z4"FV SECTION SCALES/4'-F Note Section notes by R Eng, shall have precedence over designer's notes, REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 8 2012 City 00 Tukwila BUILDING DIVISION rycjee 4flC SVMYB M 48 nxg /Ta2rr/r2 SNAG ,2. IEFERENCE 1 NO. REVISION BV DATE] It 1 hillon esign TITLE DRAWING NO. i , 1' RECEIVED JUN 05 2012 PERMIT CENTER Ido - a R310 IRC 2009 rescue emergency escape s peand rescue openi6041011301 ngWhere basement. cevery oontain oping ne or s and rescue hilh red' Yentas pcn4040 eq n,2 gSl of nog room. sent o0llore a are provided theyshalla have a ldl height of not more than Floor. Where a dant opening paving andthreshold prov below the adjacent teshall c escape and moueopening8.3 and 15 provided with a bulkhead 'o wall damply with Section do 0.3. The net clear opening dimensions obtained by the normal openings of the emergency escape and rescue racyovded and rescue openings nwith& a finished sill Sectio below the ;e provided with a window well in public way, with Section 10102 renings shall open directly into a public way, or to a yard or roust that to house mechanical equipment and not exceeding total floor area of All emergency escape and rescue openings shall have a minimum net 05530 m2). s hail have a minimum net clear opening of 5 square feet (0465 m2). fight. The minimum net clear opening height shag 6a 24 inches (610 Mb. The minimum net clear opening width shalt be20 inches (50S mmd ds. emergency escape and resale openings shall be Operational from the e of keys, tools, or special knowledge. OTIFICATIO0,20314.1 IRC 2009 tification. Ail smoke alarms snail be listed to accordance with UL217 the provisions of this code and the household fire warning equipment action 315191 2009 Washington State Amendment For new construction, an approved carbon monoxide alarm shall be tle of each separate s eepng area in the immediate v amity of the wilding where a tenancy exists, the tenant shall maintain the CO alarm including replacement of Me batteries. g dwelLngs shall be equipped with carbon monoxide alarms by July 1, A detached one -family dwellings legally occupied prior to July 1, 2010. le station carbon monoxide alarms shall be listed as complying with Ut ndance with this code and the manufacturer's installation,00100c0ons. IRC 2009 fividual glazed areas, including glass mirrors in hazardous locations such sion 1308.4, shall pass the test requirements Of Section 1308.3.1. and jalousies shalt comply with Section R308.2. mounted or hung on a surface that provides a continuous backing with Section 8610. mired by Other sections of the code, glazing shall be tested in 01. Glazing shall comp''o with the test criteria for category or it as ir enclosures for hot tubs,whirlpools, saunas, steam rooms, bathtubs 'o be tested in accordance with ANN 297.1. Glazing shall comply with indicated in Table 03083.1(2). HEIGHT. Section 8301.2 MC 2009 egress door shall be provided for each 81001013 unit. The egress door Ovide a minimum Near width of 32 inches (813 mm) when measured i the stop, with the door open 90 degrees (1.57 rad). The minimum shall not be less than 03 0,1es (1981 mm) in height measured from the m of the stop. Other doors shall not be required to comply with these s shall be readily openable from inside the dwelling without the use of ystems shag be designed to have One capacity to exhaust the ped in accordance with Table M15073. 1 REQUIRED EXHAUST RATES FOR ONE- AND TWO- ATION RATES 0 UO of d rermittent or 20 cfin idios bus)ble construction, flreblockmg shall be provided to cut off all vertical and horizontal) and to four an effective fire barrier top starq and the roof space, in wood -frame construction in the following locations: 02111 and partitions, including furred spaces and parallel caws of d floor levels. it seeding 10 feet (3048 mm). 'concealed vertical and horizontal spaces such as occur at eilings. stair stringers at the top and bottom of the run. Enclosed spaces Section 8302.7. pas, ducts, cables and wires at ceiling and floor level, with an Tee passage of flame and products of combustion. The material of be required to meet the ASTM E 136 requirements. ieys and fireplaces, see Section 81003.19. Operation. The garage shall be separated as required by Table Rs shag comply with Section 0302.5. This provision does not '0300040,06110(01 adjacent dwelling unit wall. GARAGE SEPARATION MATERIAL garage assemblies used ion Dm a dweili13 unit Not less than'/y-Inch gypsum board or equivalent applied to theygarage side Not less than e -inch Type X gypsum board or equivalent Not less than finch gypsum boa Nor equival Not less than 1 -inch gypsum board 01331381850 applied to the Interior side ofsxterkr walls that are within this area GUARDS AND RARING R312.1 Where required. Guards shall be located along open -sided walking surfaces, nclu0ng stairs, • ramps and landings, that are located more than 30 inches (762 mm) measured vertically to the floor or grade below at any point within 36 inches (914 mm) horimntaily to the edge of the open side. Insect screening shall not be considered as a Guard. Height. Required guards at open sided walking surfaces including stairs, porches, balconies or landings, shall be not less than 36 inches (914 mm) high measured vertically above the adjacent walking surface, adjacent fixed seating or the line connecting the leading edges of the treads. Exceptions: I. Guards 00 the open sides ofsmirs shall have a height not less than 34 inches (864 mm) measured vertically from a line connecting the leading edges of the treads. 2. Where the top of the guard also servos as a handrail on the open sides of stairs, the top of the 4.4 160 not be not less than 34 inches (864 mm) and not more than 38 inches (965 mm) rimed vertically from a line connecting the leading edges of the treads. 83123 Opening limitations. Required goods shall not have openings from the walling surface to the required guard height which allow passage of sphere 4 inches (102 rims) In diameter. Exceptions: i_ The triangular openings at the open side of stair, formed by the riser, tread and bottom rail of guard shall not allow passage of sphere 6 inches (153 mm) in diameter. 2. Guards on the open sides of stairs shall not have openings which allow passage of a sphere 41/0 inches (111 mm) s diameter. SITE ADDRESS; R319.1 Address numbers. Buildings shall have oppr0ved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or cad fronting the property. These numbers shall contrast with Ibeir'background. Address numbers shall be Arabic numbers or alphabetical letters. PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY R317.1 Location required. Protection of wood and wood based products from decay shall be provided in the following locations by the use of naturally durable wood or wood that is preservative.t ted in accordance with AWPA Ui for the species, product, preservative and end use. Preservatives shall be listed in Section 4 of A WPA CI. 1. Wood joists or the bottom of wood structural floor when closer than 18 inches (457 mm) or wood girders when closer than 12 inches (305 mm) to the exposed ground in crawl spaces or unexcavated area located within the periphery of the building foundation. 2. All wood framing members that rest on concrete or masonry exterior foundation walls and are less than 8 Lichee (203 mm) from the exposed ground. 3. Sills and sleepers on a concrete or masonry slab that is in direct contact with the ground unless' separated from such slab by an impervious moisture barrier. 4. The ends of wood girders entering exterior masonry or concrete walls having clearances of )*201h4000110032.7 mm) on tops, sides and ends 5. Wood siding, sheathing and wall framing on the exterior of bmlding having a clearance of less than 6 inches (152 mm) from the ground or less than 2 inches (51 mm) measured vertically from concrete steps, porch slabs, patio slabs, and similar horizontal surfaces exposed to the weather 6. Wood structural members supporting moisture -permeable floors or roofs that ate exposed to the weather, nsdh as concrete or masonry slabs, unless separated from such floors or roofs by an impervious moisture barrier. 7. Wood furring strips or other wood framing members attached directly to the interior of exterior masonry walls or conerote walk below grade except where an approved vapor retarder s applied between the watt and the hitting strips orframingmembers. DESIGN CRITERIA 8301.1 Application. Buildings and structures, and all parrs thereof, shall be constructed to safely support all loads, including dead loads, live loads, roof loads, flood loads, snow loads, wind loads and seismic loads as prescribed by this code. The construction of buildings and structures in accordance with the provisions of this code shall result in a system that provides consoled load path that meets all requirements for the transfer of all loads from their point of origin through the load -resisting elements to the foundation, Buildings and structures constructed as prescribed by this code are deemed to comply with the requirements of this section. FIRE-RESISTANT CONSTRUCTION 0302.7 Exterior wags. Construction, projections, openings and penetrations of 10(0060 walls of dwellings and accessory buildings shall comply with Iable 8302.1. Exceptions: 1. Walls, projections, 0peniggs or penetrations in walls perpendicular to the line used to determine thefzre separation distance 2. Walls of dwellings and accessory straatures located on the same lot 03 & # S do not apply to Ihis house 5. Foundation tents installed in compliance with this code are permitted. Stairways; 8311.7.1 Width. Stairways shall not be less than 36 inches (914 mm)in clear width at ail points above the permitted handrail height and below the required headroom height. Handrails shall not project more than 4.5 inches (114 mm) on either side of the stairway and the minimum cleat width of the stairway at and below the handrail height, including treads and landings, shall not be less than 3) in inches (787 mm) where a handrail is installed on one side and 27 inches (698 mm) where handrails aro provided on both sides. Exception: The width of spiral stairways shall be in accordance with Section 0311.7.9.1. 0311.6 1111lways. The minimum width of hallway shall be not less than 3 feet (914 mm). 8311.3 Floors and landings at exterior doors. There shall be a landing or floor on each side of each exterior door. The width of each landing shall not be less than the door served. Every landing shall have minimum dim nof36Inches(914mm) measured in the direction of travel. Exte,or landings shall 6810)0,300000 have a slope not to exceed '(e unit vertical in 12 units horizontal (2 -percent). Exception: Exterior balconies less than 60 square feet (5.6 m) and only accessible from a door are permitted to have a lending less than 36 inches (914 marl measured in the direction of travel. FOOTINGS 0403.1 General. All exterior walls shall be supported on continuous solid or fully grouted masonry or concrete footings, crashed stone footings, wood foundations es other approved structural systems which shall be of sufficient design to accommodate all loads according to Section R90) and to transmit the resulting loads to the soil within the limitations as determined from the character of the soil. Footings shall be supported on undisturbed natural soils or engineered fill. Concrete footing shall be designed and constructed in accordance with the provisions of Section R403 or in accordance with AC1332. TABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (inches)" LOAL IRARING VALUE OF SOIL (010 Aomd 2 -stow 1,500 0,000 3,000 0_4,000 Convektianal Oght-fsameeonstrpatbn m 12 I 12 12 23 12 dined brick veneer over light frame or flinch hallow concrete masonry la 12 2 -gosh 21 12 I Aston 32 24 12 &meh so id or fully grout d masonry le 2 -story 29 21 3 -story 42 32 16 FOUNDATION AND RETAINMG.WAILS -- - - 1404.2 Concrete and masonry foun4atfon walls. Concrete foundation walls shall be selected and o,33310ed in accordance wit* the provisions of Section R404.1.2. Masonry foundation walls shall be selected and constructed in accordance with the provisions of Section 0404.1.1. 0404.4 RetainieO walls. Retaining walls that are not laterally supported at the top and that retain in excess 0124 inches (610 mini of unbalancedfli shall0603)3,040 he doignetito enthro stability against 00000nng, fslidin0 excessive foundation pressure and water upliftRetaining walls shall be designed for a safety gra nstleteral sliding end overturning. FOUNDATION DRAINAGE, R4M Cory foundations. Drains shallb provided around all concrete masonry foundations Matt' 340 earth and enc0sehabitable or usable spaces located below grode. Drainage tiles, gravel or crushed stone drains, perforated pipe or other approved systems o rials shall de installed at or below the area to be protected and shall discharge by gravi100r echan cal means into an approved drainage system. Gravel or crushed stone drains shall extend at least 1 foot (305 mm) beyond the outside edge of the footing and 6 inches- (152 mm) above the top of the footing ami be covered with an approved filter membrane material. The top of open joints of drain tiles shall be protected with strips of building paper, and the drainage tiles or perforated pipe shall be placed on a minimum of 2 inches (51 mm) of washed gravel or coshed rock at feast one sieve size larger than the tile joint openingor perforation and covered with not less than 6 inches (152 mm) of the same material, 001121681009 SPACE: R408.1 Ventilation. The 0n0er-flexr space between the bottom Of the flo0r jthsts and the earth under am building (except space occupied by a bosemenxi shall have ventilation openings through foundation waits or exterior walls. The minimum net area Of ventilation openings shall not be less than 1 square root (0.0929 m'j for each 150 square feet )14 m) of under -floor space area, unless the ground surface is covered by a Class 1 vapor retarder material. When a Class 1 vapor retarder material is used, the minimum net area of ventilation openings shall not be less than 1 square foot )0.0029 m') for each 1,500 square feet (140 m' of under?loons q space ventilating opening shall be within 3 feet (914 mm) of cote corner of the building. 408.2 Openings for under -Boor ventilation The minimum net area of ventilation openings shall not be less than t square foot (0.0929 mo)foor each 150 square feet(14mi) ofunder-floor • area One ventilation opening shall be within 3 feet (915 min) of each corner of the building. Ventilation openings shall be covered for their height and width with any of the following materials provided drat the least dimension of the covering shall not exceed tle inch (6.4 inm). 1. Perforated sheet metal plates not less than 0.070 inch (1.8 mm) thick 2. Expanded sheet metal plates not less than 0.047 inch (1.2 mm) thick, 3. Cas0iron grill or grlting. 4. Extruded load -beating hick 1006. 5. Hardware cloth of 0.035 inch (0.89 run) wire or heavier. 6 Corroslomresistant wire mesh, .0th the least dimension being i/' inch (32 mm) truck Exception: The total area of ventilation openings shall be permitted to be reduced W Video of the underfloor area where the ground surface is covered with an approved Class 1 vapor retarder material and the required openings -de placed to provide cross ventilation of the space. The installation of operable louvers shall not be prohibited. 6408.5 Removal of debris. The under3oor grade sha0 be cleaned of all vegeta and organ material. AN wood forms used for placing concrete shall be removed before a building is occupied or used for any purpose. All constfu1ion materials shill be removed before a building is occupied or used for any Purpose R408.6 Finished grade. The finished grade of under -floor surface maybe located at the bottom of the footings, however, where there is evidence that the groundwater table can rise to within 6 inches (152 mm) of the finished floor at the building perimeter or where there is evidence that the surface water does not readily drain From the building site, thegrade in the under- floor space shall be as high as the outsid03nished 01001... 00 approved dmtnage system is provided. 8500.0 Drilling and notching. &maural floor members shall not be cut, bored or notched in excess of the limitations specified in this sec.ion. R502.0 Fastening. Floor framing shall rt nailed in accordance with Table 0602.3(1). Where posts and beam or girder c0nstruttion is used to support floor framing, positive Connections shall be provided to ensure against upiik and lateral dispiaemem 0502.13 Fireblocking required Fireblocking shall be provided in accordance with Section R302.11. 8502.11.0 Design. Wood trusses shall he designed in accordance with approved engineering practice. The design and manufacture of metal plate connected wood hisses shall comply with 1165)(TPI 1. The truss designdtawivgs shall be prepared by a registered professional where required by the statutes ofthe jurisdm(i0n in which the project is 14613.0153131009)' accordance with Section 0)06.1. TABLE 8503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING OIST OR SPACING M NET THICKNESS (inches) erpendi0War t0iolst I Maga nnlro hist 16 r' WOOD WALL FRAMING; 8602.1 Identification. Load-bearing dimension lumber for studs, plates and headers shall be identified by a grade mark of lumber grading or inspection agency that has been approved by an accreditation body that complies with DOC PS 20. In lieu of a grade mark, a certification ofinspechon Issued by a lumber grading or inspection agency meeting the requirements of th0 section shall be accepted. TABLE 0602.3(6) SIZE, HEIGHT AND SPACING OF WOOD STUDS' STUD SIZE(inchesh BEARING WALLS NONBEARING WAl Maximum spacing when supporting - ceiling assembly or a habitable Laterally attic unsupported assembly, stud only height'(fem) (inches) Maximum spacing when supporting one fbor, plus a root- ceiling assembly or a habitable attic ssemblypncheslassembly(inches) Maximum spacing when supporting two floors, plus a roof -ceiling assembly ora habitable attic Maximum spacing when supporting one Noor height° (feet) Laterally unsupported stud heigOt°(reet)spacinglir Maxim o n 2x3° - - 10 16 2 x 4 10 24` 16` - 24 14 24 3 0 4 10 24 24 16 24 14 24 24 2 x 5 10 24 24 - 24 16 2 x 6 10 24 24 16 24 20 24 R602.6 Dulling and notching -studs. Drilling and notching of studs shall be in accordance with the to lowing: 1. Notching. Any stud in an exterior Wall or bearing partition may be cut or notched to a depth not exceeding 25 percent of its width. Studs in nonbearing partitions may be notched to a depth not to exceed 40 percent of a single stud width. 2. Drifting. Any stud may be bored or drilled, provided that the diameter of the resulting hole is no more than 60 percent of the stud width, the edge of the hole is no more than ala inch (16 mm) to the edge of the stud, and the hole is not located in the same section as a cul or notch. Studs located in exterior walls or bearing partitions drilled over 40 percent and up to 60 percent shall also be doubled with no more than two successive doubled studs bored. See Figures R602.6(1) and R602.6(2). R602.13 Fireblocking required. Fireblocking shall be provided in accordance with Section 0302.11. 8602.9 Cripple wailk foindation cripple walls shall be framed of studs not smaller than the studding above. When exceeding 4 feet (1219 mint in height, soh wails shall be framed of studs having the size required for an 440,3 0nai stay. Cripple walls with a stud height less than 14 inches (306 mm) shall be sheathed on at least one side with a wood structural panel that Is fastened to both the top and bottom rates in accordance with Table 0602? h _ walls spa I be constructed of sot. (1 c olock%ng. Cripple wails shall besupported on co foundations. 8602.11 Wall anchorage. Braced wall line sills shall be anchored to concrete or masonry foundations in accordance with Sections R403,1.6 and 960 .11.1. Roof -Ceiling Construction; 0804.1 identification. mad -bearing dimension Minh, far rafters, trusses and coifing joists shall be identified by a grade mark of a lumber grading or inspern agency that has been approved by an accreditation body that complies with 001 Ps 20. In lieu of grade mark, a certificate of inspection issued by a lumber grading or inspection agency meeting the requirements of this section shall be accepted. 11802.2 Design and construction. The framing details required in Section 11802 apply to roofs having a minimum e of three units vertical in 12 un & her-dont& (25 -percent slope) or greater. Roof -ceilings shall be designed and constructed in accordance with the provisions of this chapter and Figure 6606.11(1. 0606.13)2) and 8606.11(3) or in accordance with AFPO/NDS. Components of roof -ceilings shall 6e fastened in accordance with Table 6602:3(1). 0802.2 Cutting and notching. Structural roof members shall not be of bored or notched in excess of the limitations specified in this sect1n. 0802.10.1 Truss design drawings. Truss design drawings, prepared in conformance to section 5802.101, shalt be provided to the building official and approved prior to Installation Truss design drawings shall include, ata minimum, the information specified below. Truss design drawing shall be provided with the shipment of trusses delivered to the job4te. 88031 Lumber sheathing. Allowable spans for lumber used as roof sheathing shall conform to Table 8803.1. Spaced lumber sheathing for wood shingle and shake roofing shall conform to the requirements of Sections 72905.7 and 0905.8. Spaced lumber sheathing is not allowed in Seismic Design Category 01. TABLE 0803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING RAFTER OR BEAM SPACING (taches) MINIMUM NET THICKNESS Beam) 24 0806.1 Ventilation required. Enclosed attics and enclosed rafter paces formed where ceilings are applied directly to the underside of roof rafters shall have cross ventilation for each separate space notating openings protected against the entrance of rain or snow. Ventilation openings shall have a leadkmensio0 of inch (1.6 min) minimum and i‚30005)6400)005351doh (6.4. Ventilation openings having a least dimension larger than'(e inch (6.4 mm) shall be provided with'01100i1n-res0tant air cloth screening, hardware cloth, or similar material with openings having a least dimension of/;sin h (16 mm) minimum and /01,1,044 mm) maximum. Openings in roof framing members shall conform to the requirements of Section 0802.7. 1806.3 Vent and insulation clearance. Where cave or corn 00 vents are-nstelled, Insulation shall not block the free flow of Ong minimum of a l+nch (25 mm) space shall be provided between the insulation and the roof sheathing and at the location of the vent. 8007.1 Attic access. Buildings with combustible ceiling or roof construction shall have anott/e access opening to odic areas that exceed 30 square feet (2.8 m') and have a vertical height of 30 inches (062 mm) or greater. The vertical height shall he measured from the top of the coiling framing members to the underside of the roof framing members. The rough framed opening shall not be less than 22 inches by 30 inches (559 tem by 762 mar) and zha0 be located in a hallway or other readily accessible location. When located in a wall, the opening shall be of 22 inches wide by 30 inches high. When the access is located in a 0211Mg, minimum unobstructed headroom in the attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing members. See Section M1305.13 for access 1 911,3men0 where mechanical equipment is located In 053,00. Chimneys and Fireplaces; 01000.1 General. Factory -built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the 110152 Factory -built fireplaces shalt be tested in accordance with U1.127. 010042 Hearth exten0ons. Hearth extensions of approved factory -built fireplaces sh4) be installed in accordance with the listing of the fireplace. The hearth extension shall be rea0ly 0)0 16ulshable from the s r unding floor area. 61006.1 Exterior air, Factory -built or masonry fireplaces covered in this chapter shall be equipped with an exterior air supply to aspire proper fuel combustion unless the room is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 08 2012 PO`. Bruce Mac TUKWII 206.24 RE( JUl PERM im Requirements; inspection service, repair and replacement Appliances shall rvice, repair and replacement without removing permanent or any other piping or ducts not connected to the appliance being eplaced. A level working space at least 30 inches deep and 30 sur) shall be provided in from of the control side to service an heaters shall be permitted with at least an 18-6acb (457 mm) Il not be required for room heaters. handlers. Furnaces and air handlers within compartments or working space clearance of 3 inches (76 mm) along the sides, of the enclosing space being at least 12 inches (305 nun) wider Furnaces having a firebox open to the atmosphere shall have at tg space along the front combustion chamber side. Combustion air Ile compartment shall comply with the requirements of Chapter l7. tot apply to replacement appliances installed in existing :re the working space clearances are in accordance with the 3cturer's installation instructions. ms. Appliances installed in a oompaament, alcove, basement or by an opening or door and an unobstructed passageway res (610 mm) wide and large enough to allow removal of the provided there is a level service space of not less than 30 inches of the appliance, but not less than 30 inches (762 mm), at the front with the door open. :s. 401.00 containing appliances shall be provided with an opening osageway large enough to allow removal of the largest appliance, ' mm) high and 22 t0ches (559 mm) wide and not more than 20 along the centerline of the passageway from the opening to the dl have contiguous solid flooring in acoordanee with Chapter 5 n) wide. A level sericite space at (east 30 inches (762 mm) deep :hall be present along all sides of the appliance where access is ring dimensions shall be aminimum of20 inches by 30 inches enough to allow removal of the largest appliance, tpliances shall be installed with the clearances from unprotected don the 400114004!die and in the manufa tuer's installation appliances shalt conform to the conditens of their listing and label and strucdons. The manufacturer's operating and installation instructions Price .s. Appliances designed to be fixed in position shall be fastened or . In Seismic Design Categories D, and Dr, water heaters shall be ntal displacement caused by earthquake motion. Strapping shall be id and lower one-third of the appliance's vertical dimensions. At the taintain a minimum distance of 4 inches (102mm) above the controls. in...Appliances having an Manion source shall be elevated such that an 18 inches (4S7 mm) above the floor in garages. For the purpose of rt of the living space of a dwelling unit and that se are openings shall be considered to be part of the garage. 1000 -framed structural members shall be drilled, notched or &here. in :Sections 11502.8. R602.6 R603.6.1 and R802.7. Holes in Gad -bearing ht -frame Construction shall be permuted only to accordance with !804.4.5. In accordance with the provisions of Sections R505.3.5 td notching of flanges and lips of load-bearing members of cold -formed .il not be permitted. Structural Insulated panels ISIPs) shall be drilled ince with the provisions of Section R61.93. tit; M1401.1 Insta5Wtion. Heating and cooling equipment and cordance with the manufacturer's installation instructions and the Moor discharge. The air removed by every mechanical exhaust system rs. Air shall not be exhausted into an etre, soffit, ridge vent or crawl entllatlon-type attic fans that discharge Into the attic space of dwelling permitted. ystems. Dryer exhaust systems Moll be independent of ail other stun to the outdoors. 1945 to 0sred and labeled condensing (ductless) clothes dryers. ust ducts shall terminate on the outside of the building. Exhaust duct rewith the dryer manufacturers installaton'nstruncns. Ifthe c specify a termination location, the exhaust d ict shall terminate firection from openings into buildings. Exhaust duct terminations shall riper. Screens shall not be installed at the duct termination hall discharge to the outdoors through a single -041100M The duct fah interior surface, shall be air tight d shall be equipped with range hoods shall not terminate wl space or areas ordanc with the m nufettu s - in installation structns, oand where otherwise provided, listed and labeled ductless range hoods shall not utdoors. where domestic kitchen cooking appliances are equipped with ducted ist systems, the fans shall be sized in accordance with Section M0507,3. n.ms and bathrooms aremecharecaily ventilated, the ventilation cordance with this section. iaust air from bathrooms and toilet rooms shall not be recirculated swelling unit and shall be exhausted directly to the outdoors. Exhaust ices shall not discharge into an attic, crawl space or other areas inside MIRED EXHAUST RATES FOR ONE- AND TWO-FAMILY VENTILATION RATES nen Gremittent or Mures d,anicalmbauttceoadb, of ;fm intermittent er20 efm M1601.1 Duct design. Duct systems serving heating, cooling and ventilation equipment shall be fabricated in attordance with the provisions of this section and ACC* Manual D or other approved methods. M5601.3 Duet insulation materials. Ductinnulation materials shall conform to the following requirements: 1. Duct coverings and linings, including adhesives where used, shall have a flame spread index oothigher than 25, and a smoke -developed index not over 50 when tested in accordance with ASTM E 84 or 0023, using the specimen preparation and mounting procedures of kkrrn e 2231. 2. Dnct coverings and linings shall not flame, glow, smolder or smoke when tested in accordance C411 at the temperature to which they ate exposed in service. The test temperature with ASTM P - P P shall.Enot fall below 25000 andfa0. 31301900 ductinsulationnot longer dorhan 3i inches 91fle4m ducts shall be legibly printed ct identified at intervals not longer than 36 inches (91A mm) with the ¢ane of the manufacNrtr, the thermal resistance R -value at the specified installed thickness and the flame spread and smoke- developed mokedeveloped indexes of the composite materials. Spray polyurethane foam manufacturers shall provide the sane product information and properties, 0 the nominal installed 01,00,ess, to the customer iwriting at the time of foam application. All duct insulation product R -values shall be based on insulation only, excluding air films, vapor retarders or other duct components, and shall be based on tested C -values at 7509 (240C) mean temperature at the installed thickness, in eeordaoce with recognized industry procedures. The installed thickness of duct insulation used to determine its 9 -value shall be determined as follows: 3.1. For duct board, duct liner and factory -rondo rigid ducts not normally subjected to compression, the nominal insulation thickness shall be used. 32. For ductwrap, the installed thickness shall be assumed to be 75 percent (25 -percent compression) of nominal thickness. 33. For factory -made flexible air ducts, The installed thickness shall be determined by dividing the diffehonce between the actual outside diameter and nominal i94de diameter by two. 3.4. For spray polyurethane foam, the aged R -value per inch measured in accordance with recognized industry standards shall be provided to the customer in writing at the time of foam application. In addition, the total R -value for the nominal application thickness shall be provided. M1601.5 Under -floor plenums. Under -floor plenums shall be prohibited in new structures. Modification or repairs to under -floor plenums in existing structures shall conform to the requirements of this section M1701.1 Scope. Solid -fuel -burning appliances shall be provided with combustion afr in accordance with the appliance manufacturer's installation instructions. 011 -fired appliances shall be provided with ambustion air in accordance ant* NW. 31. The methods of providing combustion air in this chapter do not apply to fireplaces, fireplace staves and direct -vent appliances. The requirements for ambustion and dilution air for gas-fired applkoces shall be in accordance with Chapter 24 M1802.1 Draft hoods. Draft hoods shall be located to the same room or space as the combustion air openings for theappireies. M1803.1 General. Connectors shalt be used to connect fuel -bunting appliances to a vertical chimney or yew except where the chimney or vent is attached directly to the appliance. BOILERS; M2001.11nstaliation. in addition to the requirements of this code, the installation of boilers shall conrorm to the manufacturer's instructions. The manufacturer's rating data, the nameplate and operating instructions of a permanent type shall be attached to the boiler. Boilers shall have all controls set, adjusted and tested by the installer. A complete control diagram together with complete boiler operating instructions shall be furnished by the installer. Solid- and liquid -fuel -burning boilers shall be provided with combustion air as required by Chapter 17. EXPANSION TANKS; M2003.1 General. Hot water boilers flail be provided with expansion tanks. Nnnpressurized expansion tanks shall be securely fastened to the structure or boiler and supported to ' the weight of the tank fined with water. Provhions shah be made for draining nonpres400000 tanks wire thout emptying the system. WATER HEATERS USED FOR SPACE HEATING, M2004.1 General. Water heaters used to supply both potable hot water and hot water for space heating shall be installed in accordance with this chapter, Chapter 24 Chapter 484104004005005000400stallation instructions. M2005.1 General. Water heaters shall be installed in accordance with the manufacturer's installation instructions and the requirements of this code. Water heaters installed in an attic shall conform to the requirements of Section M1305.1.3. Gas-fired water heaters shall conform to the requirements in Chapter 24. Domestic electric water heaters shalt conform to UL 174 or 1.11.1453. Commercial electric ter heaters shall conform to 111.1453. Oiled -fired water heaters shall conform to UL 732. 182005.4 Prohibited locations. Fuel -fired water heaters shall not he installed in a room used as a Drage closet. Water heaters located in a bedroom or bathroom shalt be installed in a sealed enclosure so thatcombustion air wilt not be taken from the living space. Installation of direct -vent water heaters within an enclosure isnot required Piumbing Futures; P2701.1 Quality of natures. Plumbing fixtures, faucets and Wore fittings shall be constructed of opprovedmaterials, shall have smooth impervious surfaces, shall be free from defects andconcea0d fouling surfaces, and shall conform to the standards Cited in this code. Plumbing fixtures shall be provided with an adequate supply of potable water to flush and keep the fixtures in a clean and sanitary condition without danger of backflow or Cross connection. P2705.1 General. The installation of fixtures shall conform to the following. I. Floor-ondet or floor -mounted fixtures shall be secured to the drainage ...non and to the floor, where so designed, by screws, bolts, washers. nuts and similar fasteners of copper, brmcs or other corro0on-resistant material. 2. Wall -hung fixtures shall be rigidly supported so that strain is not transmitted to the plumbing system. 3 Where fixtures come in contact with walls and floors, the contact area shah be water right 4 Plumbing fixtures shall be usable 5. Water closets, lavatories and bidets. A water olostt, lavatory or bidet shall not be set closer than 15 inches (381 mm) from its center to any side wall, partition or vanity or closer than 30 inches (762 mm) center -to -center between adjacent fixtures. There shall beat least a 21 -inch (533 Mm) clearance in front of the water closet, lavatory or bidet to any wall, fixture or door. 6 She location of piping, fixtures or equipment shall not interfere with the operation of windows or doors 7 In areas prone to flooding as 00abbslred by Tbt R301.2(1), plumbing fixtures shall be located or installed in accordance with Section 6322.1:7. 8. Integral ftxtme-fitting mounting surfaces on manutiatured plumbing fixtures or plumbing fixtures °oust -Wed on site, shall meet the design requirements of ASMB A112.19.2 or ASML+ A 112193. Electrical system and equipment; 03401.1 Applicability. The provisions of Chapters 34 through 43 shall establish the general scope of the electrical system and equipment requirements of this code. Chapters 34 through 43 cover those wiring ethods and materials most commonly encountered in the construction of one- and two-family dwellings and structures regulated by this code. Other wiring methods, materials and subject matter covered in the GRA 70 are also allowed by this code E3403.1 Approval. Electrical materials, components and equipment shall be approved. E3406.1 General. This section provides general requirements for conductors, annections and splices. These requirements do not applyto conductors that form an integral part of equipment, such as motors, appliances and similar equipment, or to conductors specifically provided for elsewhere In Chapters 34 through 4.3. Grounded conductor continuity. The continuity of a grounded conductor shall not depend on connection to renetaltic enclosure, raceway or cable armor. E4101.G5upport ofeilingsuspended paddle fans. ceiling -suspended fans (paddle] shall be supported independently of an outlet box or by a listed outlet box or outlet box system identified for the use and installed in accordance with Section 53905 9. Axing and Capacities of Gas Piping; The first goal of determining the pipe siting fora fuel gas plpsnq system ism make sure that there Is sufficient gas pressure at the inletto each captionce. The majority of systems are residential and the oppiiances will all have the same, or early the same, requirement for minimum gas pressure at the appliance inlet. This pressure will be about 5 -inch water column (w.e){1.25 kPa), which Is enough for proper operation of the appliance regulator to deliver about 3.5 -inches water column (w.c) (875 kPa) to the Warner itself. The pressure drop in the piping is subtracted from the source delivery pressure to verify that the minimum is available at the a0P4onre. ENERGY CODES; [WA STATE : Cy Aph o' 602 602.1 Roof/Ceiling: Ceilings below vented Mhos and single -rafter, joist -vaulted ceilings shall be insulated to not less than the nominal 6 -value specked for ceilings in Table 6-1 or 6-2 as applicable. 6022 Exterior Walls Both Above and Below Grade: Above grade exterior walls shall be insulated to not less than the nominal R -value specified in Table 8-1 or 6-2 as applicable. The following walls should be considered to meet R-21 without additional documentation: 1. 2x6 framed and insulated with R-21 fiberglass bans. 2 2 x 4 framed and insulated with 6-15 fiberglass baits plus R-4.0 foam sheathing. 3. 2 x 4 framed and insulated with R-13 fiberglass batts plus R-5.0 foam sheathing. 4. 2 x 6 framed and insulated to full depth with 15049 applied or blown insulation having um R-valueof 3.6 per inch of thickness. 6023 Exterior Walls (Below Grade): Below grade exterior walls surrounding conditioned space shall be insulated to not less than the nominal R -value specified for below grade walls in Table 6-1 or 6-2 as applicable. 602.4 Slab -on -grade Floors: Slab -on -grade floors shall be insulated along their perimeter to not less than the nominal R -values specified for slab -on -grade floors in Table 6-1 or 6-2 as applicable. Slab insulation shall be installed in compliance with section 502.1.4.8. See Chapter 5, section 502.1.4.9, for additional requirements for radiant slab heating. 802.5 Floors Over Unconditioned Space: Floors over unconditioned spaces, such as vented crawl spaces, unconditioned basements, and parking garages shall be insulated to not less than the nominal R -value shown for floors over unconditioned spaces, in Table 6-1 or 62. 602.6 Exterior Doors: Doors shall comply with Sections602 6.1 and 602.6.2. EXCEPTIONS: 1. Glazed doors whose area and U -factor are included in the calculations for compliance with the requirements for glazing in section 6027 shall be exempt from the door U -factor requirements prescribed in Table 6-1 or 62. 2 One unlabeled or untested exterior swinging door with the maximum area of 24 square feet may be installed per unit for ornamental, security or architectural purposes. Products using this exception shall not be edified in either the U -factor or glazing area calculation requirements. 602.6.1 Exterior Door Area: For half -lite and full -lite doors, the glazing area shall be included in calculating the allowed total glazing area in Section 602.7.1. 602.6.2 Exterior Door U -Factor Doors, including fire doors, shall have a maximum area weighted average U4actor not exceeding that prescribed in Table 6-1 or 6-2. 602.7.1 Glazing Area: The total glazing area as defined in Chapter 2 shall not exceed the percentage of gross conditioned floor area specified in Table 6-1 or 6-2. This area shall also include any glazing in doors. 60272 Glazing U -Factor: The total glazing area as defined in Chapter 2 shall have an area weighted average U -factor not to exceed that specified in Table 6-1 or 62. U - factors for glazing shall be determined in accordance with section 502.1,5. These areas and 5 -factors shall iso include any doors using the exception of Section 602.6.1f Ufaetors for all vertical and overhead glazing products are below the appropriate 1/ - factor specified, then no calculations are required. If compliance is to be achieved through an area weighted calculation, then the areas and U -factors shall be included in the plans submitted MN a building permit application. EXCEPTION: Double glazed garden windows with a wood or vinyl frame shall be exempt from the U -factor calculations but shall have its area tripled and shall be included in the percentage of the total glazing area as allowed for in Table 6-1 or 6-2. The maximum area (before tripling) allowed for the total of all garden windows is one percent of the floor area or 20 square feet, whichever is less. 602.6 Air Leakage For Single -Family Residential: The minimum air leakage control measures shall be as specified in section 502.4 as applicable, including building envelope air leakagetesting TABLE 6-1 PRESCRIPTIVE REOUIREMENTS°f FOR SINGLE-FAMILY RESIDENTIAL CLIMATE ZONE t Glazog U -Factor 1 1 i Wall.1 Wall. Gia2 og Ipe' r5 WaII' Arent : U_ I int0 eM° % 11 B OpticI I Berth Overhead 90000 Ceiling n Floor al ' I r l I. 13% 0.34 0.50 I 0201 649 I I.• I 25% 0.32 III, I001lmite• 030 d Slabel on Floors Grad I6-38 6-21 1 R-211 R-10 i 6-30 6-1007 08adv Int` I TB I I 2 0 50 0.20 1 8-49 8-38 1R -211R-21 I6-10 6-3018-10 or R- I int I T8 I 12 38 adv 0.50 I ll 20 8-49 I R-38 R-21 ' R-21 R-1018-30 R-10 or R- I int I TB 2' 38 adv1 1 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 082012 City of Tukwila BUILDING DIVISION Bruce Mac TUoO 206.24 RECE JUN 03 PERMIT C NN9LTg2 STEPS TYP. STAIR DETAI SCALBI/2'-1' ED SAND /PAST CUSS D TOP PATE JEL FnSIM TC GLASS DETAIL ,'f DEEICE ALL SLAB E DECK DETAIL AT FRDNT ENTRY WINDOW SCHEDULE GLAZING/SKYLIGHT BY TYPE NO. MANUFACTURER FRAME MATERIAL MODELS SIZE PTY. U-VAL I OASIS WINDOWS VINYL DRAWING NO. 29X3' 1 2 OASIS WINDOWS VINYL -- 2'X4' 1 DA 3 OASIS WINDOWS VINYL 2'45' 19 4 OASIS WINDOWS VINYL 2'X6' 4 5 OASIS WINDOWS VINYL 2'47' 14 6 OASIS WINDOWS VINYL 3'X4' 1 7 OASIS WINDOWS VINYL 3'X5' 5 8 OASIS WINDOWS VINYL 4'44' 4 9 OASIS WINDOWS VINYL 4'45' RND. WINDOW 3 10 OASIS WINDOWS VINYL 49X5'6' ARCH -TOP 2 11 OASIS WINDOWS VINYL 4'X8' 7 12 OASIS WINDOWS VINYL 5'04' S.G. 1 13 OASIS WINDOWS VINYL 5'45' 2 14 OASIS WINDOWS VINYL 69X5' 2 15 OASIS WINDOWS VINYL 6'X6' 16 OASIS WINDOWS VINYL 8906' 1 j REVIEWED FOR CODE COMPLIANCE APPROVED JUN 082012 City of Tukwila BUILDING DIVISION RE PEF REFERENCE NO. REVISION 1 8Y DATE /\ 0 •TITLE hillon esign osm.,/�2%R DRAWING NO. is;b1 , /7//2. r�� ��� �e -- a_ 11,4 �' �/a DA - �,z- PSEa 2 4