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HomeMy WebLinkAboutPermit D13-104 - MINHAS RESIDENCE - NEW SINGLE FAMILY RESIDENCEMINHAS RESIDENCE 5160 S 170 ST EXPIRED 04/30/14 D13-104 City olprukwila 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.: 8125200482 Address: 5160 S 170 ST TUKW Project Name: MINHAS RESIDENCE Permit Number: D13-104 Issue Date: 07/24/2013 Permit Expires On: 01/20/2014 Owner: Name: MINHAS SUKHJIT SINGH+RUPIND Address: 22014 13TH AVE S , DES MOINES WA 98198 Contact Person: Name: ALEXEY ANCHEYEN Address: 879 RAINIER AV N #A200 , RENTON WA 9807 Email: ALEXEY@URBANDESIGNS.US Phone: 206 838-8250 Contractor: Name: OWNER AFFIDAVIT ON FILE Phone: Address: Contractor License No: Expiration Date: Lender: Name: SUKHJIT MINHAS Address: 22014 13 AV S , DESMOINES WA 98198 DESCRIPTION OF WORK: CONSTRUCTION OF 3660 SF SFR WITH 442 SF GARAGE PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, PRIVATE DRIVEWAY PAVING, DRIVEWAY ACCESS, AND UNDERGROUNDING OF POWER. CONTACT CITY OF SEATAC FOR STREET USE PERMIT AND IMPACT FEE(S). TRANSPORTATION IMPACT FEE. HIGHLINE WATER DIST. & VALLEY VIEW SEWER DIST. Value of Construction: $215,027.80 Fees Collected: $8,354.57 Type of Fire Protection: SPRINKLERS International Residential Code Edition: 2009 Type of Construction: Occupancy per IBC: 22 Electrical Service Provided by: PUGET SOUND ENERGY ***continued on next page*** 11,7 nA orin+cii• n7_0A_7ni Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 25 c.y. Fill 13 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: N Profit: N Non -Profit: N Water Main Extension: N Private: Public: Water Meter: N Permit Center Authorized Signature: Date: 074. YK3 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: //Y �{Y Print Name: SO 01 3 I S /ti4i y/ PT /.v /Mf Date: 12--q I) This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. doc: IBC-SF7/10 D13-104 Printed: 07-24-2013 9: There shall be no occupancy of a buildineil final inspection has been completed and oved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4 -inches shall be maintained above the controls with the strapping. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: ***PLUMBING AND GAS PIPING*** 20: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 21: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 22: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 23: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 24: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 25: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 26: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 27: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 28: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 29: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 30: The 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. ni z_1 nn Printed 07-24-2013 31: The applicant agrees that he or she will. a licensed plumber to perform the work mild in this permit. 32: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures and fittings in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency and Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments. 33: ***FIRE DEPARTMENT CONDITIONS*** 34: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 35: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2327) 36: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 37: 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) 38: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 39: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 40: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 41: Maximum grade for all projects is 15%. 42: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 43: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 44: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 45: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** 46: Contractor shall notify Public Works Inspector Mr. Dave Stuckle at (206) 433-0179 of commencement and completion of work at least 24 hours in advance. 47: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for weekday work hours after 5:00 and weekend work hours. 48: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 49: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector and City of SeaTac. Traffic Control Plans shall be submitted to the Inspector for prior approval. 50: 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 Public Works Inspector and City of SeaTac, before 12:00 Noon on Friday preceding any weekend work. 51: Any material spilled onto any street shall be cleaned up immediately. 52: Prior to Public Works final for this permit Owner/Applicant shall complete (including paving) the private access road within the West 20 feet of Lot 1 of City of Tukwila Short Plat No. L07-039. 53: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 54: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. doc: IBC-SF7/10 D13-104 Printed: 07-24-2013 55: The Land Altering Permit Fee is based un estimated 25 cubic yards of cut and 13 cillyards 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:1V 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: Owner/Applicant shall contact the local postmaster regarding location of mail box installation. Location of mail box installation shall be coordinated with Public Works and City of SeaTac. a,.,.. IDI' CC7H/1 n11-1na Printed• 07-24-2013 CITY OF TUKij'jj,A Community Develop . t Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 littp://www.TukwilaWA.gov CombinationlOrmit No. Project No.: Date Application Accepted: Date Application Expires: (Fpr 'office .:use only) - 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** rSITE_LO.GATION _ , Site Address: 5 ir.X, 3 Imo`' S� King Co Assessor's Tax No.: Si Z52O ` 01-372_ PROPERTY OWNER .: Name: A',E>zp_Y Name: SU!U-1 T Ml 44 HA3 City: ,(p �1 State: I.A. Zip: cif CJZ1 �'� Address: 27o1+ 19t A vac Email:, UR -1i )ES Ica r C% S City: Ait tjet State: w1 Zip: ?gi? CONTACT PERSON — person receiving all project communication Name: A',E>zp_Y Address: ,y3_ 9 D ,, ;-k ,4lEg. A.�- +A zoo City: ,(p �1 State: I.A. Zip: cif CJZ1 �'� Phone: 2e6 g 5qO 96-6 Fax: Email:, UR -1i )ES Ica r C% S GENERAL CONTRACTOR INFORMATION Company Name: Address: Address: ,D ( ,y -t IHi E ,44/e 14 4V A �p State: l M Zip: ,619("1 City:47 W l� / n mist Phone: 1_06 ...8 12 cb Fax: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: Vusik tes 4 6Lovic, Architect Name: Address: ,D ( ,y -t IHi E ,44/e 14 4V A �p State: l M Zip: ,619("1 City:47 W l� / n mist Phone: 1_06 ...8 12 cb Fax: Email: ALEce.Y Of-f7.11449E4116145 . us ENGINEER.OF RECORD . Company Name: ,a� 1 K\ Ft_16I p..1^1( ( ( Engineer Name: iLt,t 1 Awe:, `x4 Address: pi, 0 . ) 3166/ City: 1 , "uvoo State: to Zip: 18+14 I �2 Phone: 5 -2-00-6a7 Fax: Email: ! +-e)1,4 0 coM657,NE LENDER/BOND ISSUED•(required for projects $5,000 or greater pet RCW 19.27.095) . Name: u IC. J f 1 11I HAS Address: Z ZA% i 4r 1-514� /t _ _ J C City: (�e5 koi 00,\ State: W f �b 1 Zip: g19 ti H:Wpplicattons\Forms-Applications On Lme\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 1 of 4 PROJECT: INFORMATION - Valuation of project (contractor's bid price): $ Scope of work (please provide detailed information): 9-610OF 0 DETAILED BUILDING 3INFORAMTION PROJECT FLOOR AREAS PROPOSEDSQUARE FOOTAGE Basement 1 S` floor /6 2nd floor Garage carport ❑ Deck — covered 0 uncovered 0 Total square footage Per City of Tukwila Ordinance No. 2327, all new single family homes are required to have an automatic fire sprinkler system installed in the home. Please contact the Tukwila Fire Department for more information - 206-575-4407. EQUIPMENT AND FIXTURE INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: ff Value of mechanical work $ b c furnace <100k btu thermostat emergency generator fuel type: ❑ electric gas appliance vent ventilation fan connected to single duct wood/gas stove water heater (electric) other mechanical equipment PLUMBING: Value of plumbing/gas piping work $ 739° k bathtub (or bath/shower combo) dishwasher lavatory (bathroom sink) water heater (gas) bidet floor drain sink lawn sprinkler system H:Wpplications\Forms-Applications On Line\2011 Applications \Combination Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh clothes washer shower water closet gas piping outlets Page 2 of 4 PUBLIC WOB'KS PERMIT -:IN FORM Scope of work (please provide detailed information): Call before you Dig: 811 lease: refer to Pubtic Works Bulietin #1 for fees and,estimate;she*..;' ; . WATER DISTRICT .. Tukwila ❑ ...Water District #125 ❑ .. Letter of water availability provided SEWER DISTRICT . Tukwila ❑ .. Sewer use certificate 0... Highline ❑ ...Valley View 0...Renton ❑ ...Letter of sewer availability provided ❑ .. Renton ❑ .. Seattle SEPTIC SYSTEM: ❑ .. On-site septic system — for on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): .. Civil Plans (Maximum Paper Size — 22" X 34") 0 .. Technical Information Report (Storm Drainage) 0 .. Bond 0... Insurance 0... Easement(s) 0... Geotechnical Report ❑ ...Hold Harmless — (SAO) 0...Maintenance Agreement(s) ❑ ...Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): 0 .. Right -Of -Way Use - Potential disturbance ❑...Construction/Excavation/Fill - Right -of -Way...❑ -or- Non Right -of -Way.. 0 ❑ .. Total Cut Z S Cubic Yards ❑ .. Total Fill 15 Cubic Yards �.. Sanitary Side Sewer ❑ .. Cap or Remove Utilities 0 .. Frontage Improvements ❑ .. Traffic Control 0... Work In Flood Zone 0...Storm Drainage ❑... Abandon Septic Tank 0 ..Trench Excavation 0...Curb Cut 0 .. Utility Undergrounding 0... Pavement Cut ❑ ..Backflow Prevention - Fire Protection 0... Looped Fire Line Irrigation Domestic Water 0 .. Permanent Water Meter Size WO # 0 .. Residential Fire Meter Size " WO # ❑ .. Deduct Water Meter Size ❑ .. Temporary Water Meter Size " WO # ❑ .. Sewer Main Extension Public 0 - or - Private 0 11 ❑ .. Water Main Extension Public ❑ - or - Private 0 FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line number of public fire hydrant(s) ❑ .. sewage treatment 0 .. water ❑ .. sewer 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:\Applmations\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES -. LICABLE'iTO ALL PERMITS.INTHIS ICATION Value of construction — In all cases, a value of construction amount should be entered by tTie 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. 1 HEREBY CERTIFY THAT 1 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 ���:GENT- Signature: Print Name: Mailing Address: f 4 t 4ii BIZ HAApplications\Forms-Applications On Line\2011 Applications \Combination Permit Application Revised 8-9-1 l.docx Revised: August 2011 bh Date: 3-2G��3 Day Telephone: 0196 --838.- 3 2_1-0 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 M u4 \-(b -E51!) 6)-k4 PERMIT # 13 — /D41-- (6 a41--(6 sup() s, 110 -'h ) If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water ZODO Road/Parking/Access 2660 A. Total Improvements 3. Calculate improvement -based fees: 5D B. 2.5% of first $100,000 of A. 132 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 2 Enter total fill volume cubic yards cubic yards Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY V Free RECD 51 — 100 $23.50 CITY OF 101 - 1,000 $37.00 1,001 — 10,000 $49.25 MAR t 10,001 — 100,000 $49.25 for 10,000, PLUS $24.50 for each additional 10,000 or fraction th 100,001 — 200,000 $269.75 for 1sT 100,000, FKIVIerep€..I.P PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees (4) IVED UKWILA 7 2013 CENTER TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 382 5i 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 01.01.13 1 Pt7,-- tu-t • BULLETIN A2 • TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) 7. Pavement Mitigation Fee $ % 3Z5- (6) $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE v 50 or less v $23.50 51 —100 $37.00 101 — 1,000 $37.00 for 1St 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the lst 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Last Revised 01.01.13 2 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter - Deduct ($25) B. Flood Control Zone ($50) C. Water Meter - Permanent* 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 $ H. Transportation Mitigation $ J 0 /3 I. Other Fees $ Total A through I $ /0 I2 (10) ,l` &reZ 1!-�ic ctc..*.e.. .14,1.. PA vim, 64 Col - co9 ) $ DUE. WHEN PERMIT.IS ISSUED (6+7+8+9+10) $ li 1 Co 9 — s�. 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. ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE - WATER METER FEE Permanent and Water Only Meters Size (inches) In llation Cascade Water Allianc • RCF 01.01.201 2.31.2013 Total Fee 0.75 $625 $6005 $6630 1 $1125 $15,012.50 $16,137.50 1.5 $2425 '.30,025 $32,450 2 $2825 $4:,140 $50,865 3 $4425 $96,081 $100,505 4 $7825 $150,125 $157,950 6 $12 5 $300,250 $312,775 'Approved 09.25.02 Last Revised 01.01.13 `v 4 1 Y Temporary Meter 0.75" $300 2.5" $1,500 3 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.uov Parcel No.: 8125200482 Address: 5160 S 170 ST TUKW Suite No: Applicant: MINHAS RESIDENCE RECEIPT Permit Number: Status: Applied Date: Issue Date: D13-104 APPROVED 03/27/2013 Receipt No.: R13-02211 Initials: User ID: LAW 1632 Payment Amount: $3,826.38 Payment Date: 07/24/2013 04:33 PM Balance: $0.00 Payee: SUKHJIT MINHAS TRANSACTION LIST: Type Method Descriptio Amount Payment Cash Authorization No. ACCOUNT ITEM LIST: Description 3,826.38 Account Code Current Pmts FIRE IMPACT FEES MECHANICAL - RES PARK IMPACT FEES PLUMBING - RES PW LAND ALT PERMIT FEE TRAFFIC IMPACT FEES 90830402.5000.5304.XXXXX 000.322.102.00.00 90510403.5000.5301.XXXXX 000.322.103.00.00 000.342.400 104.345.840.00.00 Total: $3,826.38 922.00 189.00 1,426.00 252.00 23.50 1,013.88 ,l,,,.• Qcrclnf_!1R Printers• 07-24-2013 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No.: 8125200482 Address: Suite No: Applicant: MINHAS RESIDENCE RECEIPT Permit Number: D13-104 Status: PENDING Applied Date: 03/27/2013 Issue Date: Receipt No.: R13-01141 Initials: JEM User ID: 1165 Payment Amount: $4,528.19 Payment Date: 03/27/2013 11:06 AM Balance: $0.00 Payee: SUKHJIT S MINHAS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5902 4,528.19 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES PLAN CHECK - RES PW BASE APPLICATION FEE PW PERMIT/INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE 000.322.100 000.345.830 000.322.100 000.342.400 000.345.830 640.237.114 Total: $4,528.19 2,428.90 1,578.79 250.00 133.00 133.00 4.50 .NINA C— INLET PROII:CIION (IYI') SILT FENCE' I )LET PROTECTION -- Rin: 240,48 IE12"CPF�: 73'.59 1 1I� \, 11.11J LIMITS OF DISTURBANCE A1.,.LJ/,JL4JJ_2 S89°21'31"E 119.85' 0 z 17 7 TT/ TTY'/ 17 i i-/ ;-/'/ 7-k/7 • `I "i T77 / /• �YT / ��.m / Col 1E1 1 11 6osin 7.25 1 CPEa(': 239 I — SA IV MP i R.� ••13A0 Irl 1"03rP- 7. EIVE 0393SWISSIMAN EARTH' LOCAIIC ACCESS ROA LOT 1 INFILTI LOT 2 INFILT LOT 3 INFILL SEM. 1. FLAG A 2. INSTAL( 3. FIELD 4. CLEAR 5. GRADE 6. INSTALI UT1UTIE 7. CONSTI 8. REMOVI PROJEC "`i34I�9F TUK ILA Y242113 SJ �sz / Slo•m MH Rim: 254.38 r' 1E8"Oc 249.45 / \g IEl8"CP_': 248.68, sr °se ss —�-- INLETPROTEC / Slorm MH -- Rim: 252.20 2>Q� CFoNSTRUCTI414ss IE18"CPTH 248.35 Storm --MIT' Nim: 251.90 ---_mac I2"IIP 4 ,0 C PE CEN ER 110111/0N 141 51)411 LIC 51:41 15 15 (1 /.S 15 L nnr� I EXPIRES 07/22/09 I 262 260 I 8 / / NW1/4 OF SW1/4, SEC. 26-T23N-R4E, W.M. / / / 589°21'31"E 80103' ,C X /// X---X�X-X�-X----q// / l / II / � / jX / / / 41 // / / X j LOT 3 /•/ ]' (7.319 90. Fr.)1 / 1 / 1 r 0 PVC SS STU� I I 1 FOR LOT 13 I GAS SERVICE UNE I I 1 FOR LOT 3 I I .. J I• .I \ \ ,1 / .. 1. S89°21'31 56.68/ / \ POWER I / k / IEX. HOUSE TO REMAIN 7> x i i ii ii i i i (c''' 22.?' ACCIPS/UTIUTY ONES R LOT 3 I \ LOT 4• j (7,962 SO. FT.) 4'W X' 58'L I( 2'D INFILTRATI00elENCIj FOR KUt SS 10AD/R00F _1412.,_ 1 3.0' Hour / iF ) LG 3 ROOF DRAIN STUB 1 48 LF 6"0 ADS 5 5.7X 1 1" WATER SERVICE/UNE FOR LOT 3 589°21'31"E 11.85' Catch dein Rim: 240,49 IE 12"CPEF: 23-.59 Calci. osin Ri 254.26 959 at POWER, IA/ & TEL S. 17OTI_j-i STR EASEMENT tRFjNCH OVERFLOW 31 LF 8"0 ADS I/ 8= 1.1% atch Basin im: 251.28 Ii 80.03' 12"RCP: 246.58 CB -TYPE 1, STA 11+11, C{ 6"0PVC SIDE SS 0' 6" 0 PVC SS STUB FOR LOT 2:'- '1 LOT I (6,650 9o. Fr.) 1' WATER SERVICE UNE FOR LOT 2 TYPE 1 TA 10+50, .P43- 6° 0 PVC SS STUB. FOR LOT 1 . GA .SERVICE UNE '• FOR LOT 2 POWER UNE FOR LOT 1 589°21'31"E 119.85' . 1 LOT.1. (6,650 80. FT.) 6"0 PVC SIDE SS 1 6" 0 C.O. 119.85' U S EX. SIDE SS STU SS / Storm MH -/ Storm MH _ _ Him: Z-4.�3b _ Rim: 252.20 0 1E8 -DI: 249.48 7 1E18"CPEP,248.35 952 as? . Storm MH Rim 251.90 \8S2 IE18"CPEP' 24B 66, PLAN HORIZONTAL GRAPHIC SCALE 15 7.5 0 7.5 15 1 inch= 15 f1. 1 2"HP 84z -- / GAS SERVICE UNE \. FOR LOT 1 /. 599°21'31"E 199.88' / 4, N • I / / �(. WATER METER REUED FOR LOT 1 ss I: SS. I Ca Rir IE 1 Stl Rir IE 1 1E1 1E1 h Basin 42.25 CP6: 239 \ .1 11 mMH **BAD "I "CPEP: 426 "RCP E: ( 23 81 "RCP N:1 234 8( - Sonitar• Rim: 2• IE8"PVC LEGEND PROPERTY UNE - EASEMENT - ROAD CENTERUNE - 50 PROPOSED STORM DRAIN :S W G ss SD 5 w 8P BT A!sses6 --- .-240--- 0 0 W w U 252 248 244 PROPOSED SANITARY SIDE SEWER PROPOSED WATER SERVICE UNE PROPOSED GAS SERVICE UNE EDGE OF PAVEMENT AT FACE OF CURB EDGE OF PAVEMENT SEWER UNE STORM UNE GAS UNE WATER UNE POWER UNE PHONE UNE • ROCKERY FENCE UNE BUILDING UNE CONTOUR CORNER SET PROPERTY CORNER FOUND THIS SURVEY, POWER POLE GUY ANCHOR STREET LIGHT POWER METER POWER TRANSFORMER VAULT - UNKNOWN PHONE MANHOLE GAS METER FIRE HYDRANT WATER VALVE WATER METER CATCH BASIN STORM MANHOLE SEWER MANHOLE HANDICAPPED RAMP APPROVED JUN 112013 City of Tukwila PUBLIC Works 6" MIN. GRAVEL BACKFILL WRAP WASHED ROCK ENTIRELY WITH FILTER FABRIC WASHED ROCK 3/4" - 1 1/2 6" RIGID PERFORATED PIPE 0 0.0% LOT 3 ROOF/FOOTING AND ROAD INFILTRATION TRENCH SCALE: NONE ri' Ii rri EX. CB, STA 10+18 10+50:.Poi ` ,woOr • RIM ELEV=249.58 CB -TYPE 1, STA 11+11 EX. IE 14 EX. RIM ELEV=251.28 (N)=246.58 IE IN (W)=246.58 IE OUT S) OVERFLOW =246.91 RIM ELEV=248.66 IE OUT IE IN (N)=246.56 S)=246.16 . Ei(. I FINISH GRACE , 1 EXISTING GRADE -� OVERFLOW _' 31 LF 8" ADS SD 0 1.1% 58 LF 6" PERF. ADS 0 0.0% ROOF DRAIN STUB 43 LF 6" ADS 0 5 12" RCP SD INFILTRATION TRENCH (BOTTOM ELEV=245.16) - - .10+00 10+50 PROFILE 11+00 HORIZONTAL GRAPHIC SCALE 15 7.5 0 7.5 15 1 Inch = 15 0. VERTICAL GRAPHIC SCALE 3 1.5 0 1.5 3 1 inch = 3 fl. 10+50 0 01 7% AS BUILT NO. DATE BY REVISION DESCRIPTION JOB NO. Fi07600 ISSUE DATE 12-11-08 DESIGNED BY: H. H. PHAN PROJ. MNGR H. H. PHAN CONCEPT Land DWelapmelt and C'Iv8 5' :ineering Consultants 650 South Orcas Street, Suite 214 Seattle, WA 98108 T (206) 658-0125 F (206) 658-0127 www.THROONCEPTGtP.00m STANLEY / HANKIC SHORT PLAT . 16833 - 53RD AVE SOUTH / 5162 - S. 170TH STREET TUKWILA, WA 98188 REFERENCE SHEET NO. DR1 DRAINAGE AND UTILITY PLAN SHEET 1 OF 1 SHEETS 1 EXPIRES 07/22/09 1 NW1/4 OF SW1/4, SEC. 26—T23N—R4E, W.M. S89°21'31"E 86.03' 1 j MODULUS BLOCK WALL m WAIIL HEIGHT APPROX. \1.5 FEET MAX. 1 -NO PARKIW✓G FIRE LANE' SIGN PER TUKWLA FIRE DEPARTMENT STANDARDS 1REMOVE `;ASPHALT CONCRETE DRIVEWAY s N , REMOVE.IX. ROCKERY 589°21'31"E 119.85' 0 m SHED d ,0 `HT (1?i EX. G�{EEN HOUSE �.US 1w „�;vT0 REMAIN �' b �' REMOVE EX, CHAIN UNE FENCE LOT 4 REMOVE EX. ASPHALT '''4'1 (7,962 SO_FTJ CONCR_ DRIVEWAY k j 1 STAA�TE10+75.00 —7.'r,_ -r. ^._QPARKING FIRE-A1QESIGN : EkTh) to FIRE bfriiCAITOT STANDARDS i I I ISTA 11+3.69 I I i EX. HOUSE TO REMAIN House 'LOT 21 (6 650 So. FT.i.] SEE SHEET PG2 r . •; i 1 1 Ho:;l'e 'e J 2.0' ' `, ' r jz ACC SS/UTIUTY I I ,f 1 1 EASEMENT I i 7 '\ I, 1 , ! -'' I MODULUS GRAVITY BLOCK WALL - SEE ACCESS. ROAD SECTION ON SHEET PG2 1; 80.03' 0 LC e- - I\ 1 \R=.15.0' '125' i . i ..-k---c:71-r--t p ---, w 1-•1 \ 8. 170TH STREET `'i''SL j I i \ c 1 1 S89°21' 1"E 119.85' , 1 ---;;a 1 I- -.* REMOV' EX. SIDEWALK, CURB & GUTTER NE1N.5'I WIDE SIDE4LX, CURB & GUTTER, AND DRIVEWAY ENTRY (WIDTH=20.0') ril (' � I,1il i 1 it 1 111 :i 1:i I n1 I REMOVE';EX. S1DEWAU(, CURB & GUTTER NEW 5'1MpE SIDEW41(, CURB & GUTTER, AND DRI /�Y ENTRY (� TH=18.0') ``i W II II Q q rLOT1 \ x(6,650 SO. FT.) _ 1 I I EX. HOUSE NEED TO BE—'/ REMOVE PRIORI FINAL RECORD / STA; 10+18.00 SAWCUT EXISTING PAVEMENT MATCH EXISTING PAVEMENT; _s' PLAN 589°21'31"E 199.88' --4 __ S0 R CS 6 • / Suntory Sewer MH a P.lr, 241.95 I:_S P C : 233.35 HORIZONTAL GRAPHIC SCALE 15 7.5 0 7.5 15 1 inch = 15 ft. LEGEND SD 55 W SS SO a- ' ZP q - —x— _-_-24.0__— NOTES: PROPERTY UNE EASEMENT - ROAD CENTERUNE PROPOSED STORM DRAIN PROPOSED SANITARY SEWER PROPOSED WATER SERVICE UNE PROPOSED ASPHALT ACCESS ROAD PROPOSED SINGLE FAMILY RESIDENCE (APPROX. LOCATION) PROPOSED CEMENT CONCRETE DRIVEWAY EDGE OF PAVEMENT AT FACE OF CURB EDGE OF PAVEMENT SEWER UNE STORM UNE GAS UNE WATER UNE POWER LINE PHONE UNE ROCKERY FENCE UNE BUILDING -UNE CONTOUR APPROVED JUN 112013 City of Tukwila PUBLIC Works Ottsn 1. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 2. SEE SHEET SN1 FOR STANDARD CITY OF TUKWILA CONSTRUCTION NOTES. 3. SEE SHEET DR1 FOR DRAINAGE PLAN. 4. SEE SHEET UT1 FOR UTILITY PLAN. 5. SEE SHEET PG2 FOR ACCESS ROAD PROFILE AND SECTION. A CORNER SET O PROPERTY CORNER FOUND THIS SURVEY '-. POWER POLE --a GUY ANCHOR STREET LIGHT . POWER METER J POWER TRANSFORMER E/1 VAULT — UNKNOWN o PHONE MANHOLE GAS METER FIRE HYDRANT A WATER VALVE w; WATER METER • CATCH BASIN O STORM MANHOLE :s: SEWER MANHOLE N HANDICAPPED. RAMP NO. DATE BY REVISION DESCRIPTION 1-31-08 1 HPH 1 (DELETE LOT 3 INFILTRATION TRENCH AND REVISE ROAD INFILTRATION TRENCH) JOB NO. R07600 DESIGNED BY. DRAWN BY: -• CHECKED BY: PROJ. MNGR: ISSUE DATE 12-15-07 H. H. PHAN H. H. PHAN A. T. NGUYEN H. H. PHAN RECEIVED 'FEB 01 200it COMMUN;TY DEVELOPMENT .e CONCEPT kloup Land Development and Ovil Engineering Consultants 650 South Orcas Street, Suite 214 Seattle, WA 98108 T (206) 658-0125 F (206) 658-0127 www.THECONCEPTGRP.com STANLEY / HANKIC SHORT PLAT 16833 - 53RD AVE SOUTH / 5162 - S. 170TH STREET TUKWILA, WA 98188 REFERENCE SHEET NO. PG1 PAVING AND GRADING PLAN SHEET 4 OF 9 SHEETS 0 u NO 252 248 DATUM ELEV 244.00 5 00f• n N II 5 FINISH GRADE -1.55% LOW POINT ELEV = 248.66 LOW POINT STA = 11+11.03 PVI STA = 11+22 PVI ELEV = 248.46 A.D. = 11.55 K=2.60 30.00' VC + EXISTING GRADE f n LCI 0, rn 5 0. 1 N W N CO • EXISTING 0 co N 01 a! N N (TYP) —� N cn CV PROPOSED (TYP) 10400 GRAVEL BACKFILL r-. 4" DIA PERF. PVC, PEA GRAVEL WRAP WITH GEOTEXT1LE CONNECT TO STORM a,�: DRAIN SYSTEM COMPACTED GRANULAR BASE LEVELJNG PAD DATE I BY 1-31-08 HPH 11+00 ACCESS ROAD PROFILE HORIZONTAL GRAPHIC SCALE 15 7.5 0 7.5 15 1 inch = 15 It. MODULAR BLOCK WALL NOT TO EXCEED 4 FEET IN HEIGHT TOP ELEV = 250.5 TO 251.5 BOTTOM ELEV = 248.0 TO 249.5 2% VERTICAL GRAPHIC SCALE 3 1.5 0 1.5 3 1 inch = 3 It. 22' EASEMENT 20' ACCESS ROAD C ACCESS ROAD GARAGE ENTRY APPROVED JUN 1 1 2013 City of Tukwila PUBLIC Works oidm DRIVEWAY (MAX. GRADE IS151 18" SIDEWALK 5'-6' TOP OF CURB AT DRIVEWAY 003 • 11' 3" CLASS B ASPHALT CONCRETE 6" CRUSHED ROCK (TOP COURSE & BASE COURSE) 2% CATCH BASIN & STORM DRAIN SIDE SEWER I r I ti I iMl I 1 I -I I L __J INSTALL TEE INFILTRATION TRENCH FOR DETAIL SEE SHEET DR2 REVISION DESCRIPTION OWER - GAS WATER SERVICE ONES TV & TEL SUBGRADE SHALL BE COMPACTED TO 95% MAX. DENSITY ACCESS ROAD SECTION A -A SCALE: NONE (DELETE LOT 3 INFILTRATION TRENCH AND REVISE ROAD INFILTRATION TRENCH) JOB NO. R07600 DESIGNED BY. ISSUE DATE 12-15-07 DRAWN BY: CHECKED BY: PROJ. MNGR: H. H. PHAN H. H. PHAN A. T. NGUYEN H. H. PHAN 1 EXPIRES 07/22/09 1 EXPIRES 09/13/09 2' - 9g" CRUSHED ROCK SECTION A -A CURB DETAIL NOTES: 1. THIS ALTERNATE SHOULD BE USED ONLY AFTER STUDYING CLOSENESS OF DRIVEWAYS, DRAINAGE, TOPOGRAPHY, DRIVEWAY GRADES, ETC. 2. CONCRETE SHALL BE CLASS B BETTER THAN 5-) SACK, 3000 PSI. 3. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWLA PUBUC WORKS DEPARTMENT. 4. ALL DRIVEWAY APRONS SHALL BE A MINIMUM OF 6" THICK. 5. WHERE DRIVEWAY WIDTHS EXCEED 15', A )6" X 5-)f' EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY ALONG THE CENTERUNE. 6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APWA/WSDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CITY OF TUKWILA. 7. ALL ASPHALT APRON MAY BE USED IN AREAS WHERE NO CURB EXISTS. 8. REMOVAL OF EXISTING CONCRETE CURB, GUTTER OR SIDEWAU( SHALL BE SAW CUT TO THE NEXT JOINT. RECEIVED •FEB r(:)1 20O1 COMMUNITY DEVELJ9 'N x�,e CONCEPT DRIVEWAY DETAIL PER CITY OF TUKWILA DETAIL RS -08A SCALE: NONE Land Development and Civil Engineering Consultants 650 South Orcas Street, Suite 214 Seattle, WA 98108 T (206) 658-0125 F (206) 658-0127 www.THECONCEPTGRP.com 0 STANLEY / HANKIC SHORT PLAT 16833 - 53RD AVE SOUTH / 5162 - S. 170TH STREET TUKWILA, WA 98188 REFERENCE SHEET NO. PG2 ACCESS ROAD PROFILE, SECTION AND DRIVEWAY DETAIL SHEET 5 OF 9 SHEETS C.2.2 FULL INFILTRATION FIGURE C.2.2.A TYPICAL TRENCH INFILTRATION SYSTEM — 10 PLAN VIEW NTS rigid / perforated pipe roof ,c drain Infiltration trench sump wisolid lid PLAN VIEW NTS 6' i •, 6"r---...;..., • ' , .., or_i _eVwashed rock 1 1/2%3/4" ---r• b" rigid r. perforated pipe roof drain overflow splash block \ 12" to` filter fabric -- 6" 12" • c&.- rt.n 50' nun trmin fine mesh SCrcOn 1 —24"— SECTION A NTS CORRE ION -2-jnct, LTR# CB sump w/solid lid compacted backfill A. rigid • perforated pipe washed rock 1 1/2%3/4' REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 1 7 2013 City of Tukwila BUILDING DIVISION 2009 Surface Water Design Manual – Appendix C C-45 tfl toi4 tp/2oottECEIVED CITY OF TUKWILA JUL 0 8 2013 PERMIT CENTER t FILE COPY ENGINEERING --- RN I= MI MN STRUCTURAL CALCULATIONS Minha Residence Tukwila, WA PREPARED FOR Urban Design Group 879 Rainier Ave. N. Suite A200 Rentnon, WA 98057 EXPIRES JANUARY 21, 2014 March 16, 2013 Job no. 01513 .11116 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 17 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 2 7 2013 PERMIT CENTER PO BOX 396131 • LAKEWOOD, WA 98496 • PI-IONE: (253) 581-3381 • (253) 250-6651 (cell) • nnengineeringecomcastiet NN Engineering, P.S. PO Box 39681 I. SEISMIC Minha Residence 3/14/2013 01513 Minha L.mcd Lateral Analysis shall be based on 2009 "International Building Code" (IBC), Section 1613 and SEI/ASC 7-05 "Minimum Design Loads for Buildings and Other Structures", Ch. 12) Design Criteria: Occupancy Category II - Residential Importance Factor: IE := 1.00 Iw := 1.00 Site Class D Seismic Use Group I Seismic Design Category D - Residential Spectral Accelerations for short periods: SS := 1.25 Spectral Accelerations for a 1 -second period: Site Coefficient - table 1613.5.3(1&2) SMS := Fa•SS SM1 := FvS1 SMS = 1.25 SMI = 0.75 Spectral Response Parameters S1 := 0.50 Fa := 1.0 (16-36) (16-37) 2 SDS := 3SMS Design Coefficient (ASCE Table 12.2-1): &:= 6.5 S2 := 2.5 Cd := 2 Fv := 1.5 SDS = 0.83 SDl := 3 SM1 SDI = 0.5 Earthquake Load Combination - Allowable Stress Design (ASCE 12.4.2.3) Eh := P•QE Ev := 0.20•SDS•D p := 1.3 LC5 := (1.0+0.14SDS)•D + H + F + 0.70p•QE LC6 := (1.0+0.105•SDS)D+H+F+0.525•p•QE+0.75L+0.75•S LC8 := (0.6-0.14•SDS)D+0.70p•QE+H Earthquake Load Combination with Over -strength Factor S20 - Allowable Stress Design (ASCE 12.4.3.2) LC5.0s (1.0+0.14SDS)•D+H+F+0.7000•QE LC6.0s := (1.0+0.105•SDS)D+H+F+0.525420•QE+0.75L+0.75•S LC8.0s := (0.6 - 0.14• SDS)D + 0.70C20•QE + H F'• SDS Seismic Base Shear (ASCE 12.14-11) V := W F' = 1.2 R A. Determine Seismic Dead Loads (D): fr := 15psf Framing Dead Load Pto := Opsf Concrete Topping (Floors) Pti := 7psf Roof Tile pw := 7psf Wall Total Floor Dead Load (D): Df := fr + Pto Total Roof Dead Load (D): Dr := fr + Pti Df = 15 psf Dr = 22psf Page 1 NN Engineering, P.S. PO Box 39681 B. Determine Seismic Weight (W): Minha Residence 3/14/2013 01513 Minha L.mcd Exterior Wall Dimensions (ft): Overall Building Dimensions : L1 := 19.583ft L8 = 27ft h1 := 9ft Height of First Floor Walls L2 := 25.5ft L9 := 7ft h2 := 9ft Height of Second Floor Walls L3 := 3.667ft L10 := 22ft w2 := 45ft Average width of second floor L4 := 17.8333ft L1l = 17ft 12 := 58ft Average length of second floor L5 := 37ft L12 := 13ft wr := 45ft Average width of roof L6 := 9.1667ft L13 := 17ft lr := 58ft Average length of roof L7 := 27ft L14 := 13ft Total Floor/Roof Areas (ft2) AR := 2572ft2 AR = 2572ft2 A2 := 2052ft2 A2 = 2052 ft2 AB := 2012ft2 AB = 2012ft2 TOTAL WEIGHTS - ROOF DIAPH. + (1/2) 2nd WALLS : Wr := AR•Dr+[.5•h2•(1r+wr).21•pw Wr = 63.07k Roof Upper Roof Second Floor + Lower Roof First Floor . TOTAL WEIGHTS - 2nd FLR. DIAPH. + (1/2) 2nd WALLS + (1/2) 1st WALLS : W2 := A2. Df f Pw•(h2+hi) .5]•12]+[Pw•(h2+hi) •.5]•w2 W2 = 37.27 k TOTAL WEIGHTS - ROOF + FLOOR + WALLS W := W2 + Wr W = 100.34k F'• SDS C. Determine Seismic Base Shear (ASCE 12.14-11): Vmax := R W Vmax = 15.44k Page 2 NN Engineering, P.S. PO Box 39681 Minha Residence 3/14/2013 01513 Minha L.mcd W D. Vertical Distribution of Lateral Forces (ASCE 12.14-12) Fx := W Vmax Longitudinal Direction W2 Fllong := W Vmax Wr Frlong W Vmax Vrlong Frlong V2long Frlong + Fl long Lateral Direction W2 Filat = W Vmax Wr Frlat max Vr1at Frlong V2Iat Frlong + F1Iong w5' Vrlong Wr V2long w6' w2 Vr1at w7' :_ lr V2lat w8' := 12 Fllong = 5.73 k Frlong = 9.7 k Vrlong = 9.7k Upper Story Shear Longitudinal V2long = 15.44k Lower Story Shear Longitudinal Filat = 5.73 k Frlat = 9.7 k Vrlat.= 9.7k Upper Story Shear Lateral V21at = 15.44k Lower Story Shear Lateral w5' = 215.63 p1f w6' = 343.05 plf w7' = 167.3 plf w8' = 266.16 plf Page 3 NN Engineering, P.S. PO Box 39681 Minha Residence 3/14/2013 01513 Minha L.mcd E. Determine Building Redundancy p p = 1.3 Second Floor: WALL AA. Laa := 15.17ft Vaa := (L1•.5)•w5' Vaa = 2111.381b WALL BB Lbb := 18.67ft Vbb = (L1 +L2)•.5•w5' Vbb = 4860.721b WALL CC Lcc := 18.1ft WALL DD Vcc :_ (L2)•.5•w5' Vcc = 2749.341b Ldd := 28.67ft Vdd := (L5 + L4)•.5•w7' Vdd = 4586.871b WALL EE Lee := 19.3ft First Floor: Vee := (L5)•.5•w7' Vee = 3095.091b WALL A La := 15.3ft Va := (L1)•.5•w6' Va = 3358.971b WALL B Lb := 20.5ft Vb := (L1 +L2)•w6' Vb = 15465.71b WALL C Lc := 12ft Vc :_ (L2)•.5•w6' Vc = 4373.881b WALL D Ld := 30.42ft Vd := (L5+L4)•.5•w8' Vd = 7297.191b WALL E Le := 40.58ft Ve :_ (L5)•.5•w8' Ve = 4923.941b Page 4 NN Engineering, P.S. PO Box 39681 F. Calculate Earthquake Forces Elong 0.70p • V max Etat = 0.70P•Vmax Erlong 0.70p•Frlong E2long 0.70p • Frlong Erlong Nyzkula,:= Erlong + E2long ,j:= Erlong := Erlong + E2long Uniform Loads to Roof/Floor Diaphragm (seismic) LAdjusted to working stress level) w5 ._ Erlong Wr E2long w6 w2 Eriong w7 :_ lr E2long w8 12 Minha Residence 3/14/2013 01513 Minha L.mcd Elong = 14.05 k Base Shear Longitudnal Elat = 14.05k Base Shear Lateral Eriong = 8.83 k Upper Floor Story Shear E2long = 8.83 k Lower Floor Force Vrlong = 8.83k Upper Story Shear Longitudinal V2Iong = 17.66k . Lower Story Shear Longitudinal Vrlat = 8.83 k Upper Story Shear Lateral V21at = 17.66k Lower Story Shear Lateral w5 = 196.23p1f Uniform Load Seismic (Roof Diaph. Longit.) w6 = 196.23p1f Uniform Load Seismic (2nd Floor Diaph. Longit.) w7 = 152.25p1f Uniform Load Seismic (Roof Diaph. Lat.) w8 = 152.25p1f Uniform Load Seismic (2nd Floor Diaph. Lat.) Page 5 NN Engineering, P.S. PO Box 39681 11. Wind - Method 1 (ASCE 6.4) Minha Residence 3/14/2013 01513 Minha L.mcd Ps :_ X•I•PS30•Kzt Lateral Analysis shall be based on 2009 "International Building Code" (IBC), Section 1609 and SEI/ASC 7-02 "Minimum Design Loads for Buildings and Other Structures", Ch. 6 A. Design Criteria: 85 mph Exposure B Design Wind Pressures (Ref. ASCE 7-02, Figure 6-2) PS30.A := 15.9psf •Kzt PS30.B := 4.2psf•Kzt PS30.0 := 10.6psf • Kzt PS30.D := 2.3psf •Kzt PS30.E :=—11.8psf•Kzt PS30.F :=—9.6psf • Kzt PS30.G :=—9.6psf • Kzt PS30.H :=—7.3psf • Kzt PS30.Eoh :=-19.3psf • Kzt PS30.Goh :_—15.1psf •Kzt Height Above Ground (ft.) %, 0' to 15' 15' to 20' 20' to 25' 25' to 30' 30' to 35' 35' to 40' x•15 := 1.00 X20 := 1.00 X25 := 1.00 X30 := 1.00 X35 = 1.05 X40:= 1.09 Horizontal Pressure Horizontal Pressure Horizontal Pressure Horizontal Pressure Vertical Pressure Vertical Pressure Vertical Pressure Vertical Pressure Vertical Pressure Vertical Pressure Occupancy Category: II IW := 1.0 Kzt := 1.0 20° Roof Pitch (max.) End Zone of Wall End Zone of Roof Interior Zone of Wall Interior Zone of Roof End Zone Windward Roof End Zone Leeward Roof Interior Zone Windward Roof Interior Zone Leeward Roof Overhang @ End Zone Windward Roof Overhang @ Interior Zone Windward Roof Page 6 NN Engineering, P.S. PO Box 39681 A. DETERMINE BASE FORCES Height Above Wind Pressure (Horiz.) Ground (ft.) (Wall End) 0' to 15' 15' to 20' 20' to 25' 25' to 30' 30' to 35' 35' to 40' PIA :_ X15'I'PS30.A P1A = 15.9psf P2A :_ X20'I'PS30.A P2A = 15.9 psf MA := ?251'PS30.A MA = 15.9 psf P4A :_ X30'I'PS30.A P4A = 15.9 psf P5A := X354'PS30.A P5A = 16.7 psf P6A :_ A.40'I'PS30.A P6A = 17.33 psf Minha Residence Wind Pressure (Horiz.) (Roof End) P1B :_ X15'I'PS30.B P1B = 4.2psf P2B :_ X20'I'PS30.B MB = 4.2 psf P3B 25'I'PS30.B MB = 4.2psf NB := X.30'I'PS30.B P4B = 4.2 psf P5B :_ X35'I'PS30.B MB = 4.41 psf P6B :_ X40'I'PS30.B P6B = 4.58 psf Wind Pressure (Horiz (Wall Interior) PIC :_ A.15'I'PS30.0 P1C = 10.6psf P2C := X201'PS30.0 P2c = 10.6 psf PC := X251'PS30.0 P3C = 10.6psf P4C := ?30'I'PS30.0 P4C = 10.6 psf PSC :_ '35'I'PS30.0 P5C = 11.13 psf P6C X40.I•PS30.0 P6C = 11.55 psf 3/14/2013 01513 Minha L.mcd .) Wind Pressure (Horiz.) (Roof Interior) PID X15'I'PS30.D P1D = 2.3psf P2D :_ X201'PS30.D P2D = 2.3 psf P3D :_ X25'I'PS30.D 133D = 2.3 psf P4D I'PS30.D P4D = 2.3 psf PSD :_ X354PS30.D P5D = 2.42psf P6D :_ X40.I'PS30.D P6D = 2.51 psf Height Above Wind Pressure (Vert.) Ground (ft.) 0' to 15' 15' to 20' 20' to 25' 25' to 30' 30' to 35' 35' to 40' PIE :_ X151'PS30.E P1E =-13.8psf P2E X204.PS30.E ME = -13.8 psf P3E := ?25'I'PS30.E P3E =-13.8psf P4E :_ X30'I'PS30.E P4E =-13.8psf P5E X35'40S30.E PSE =-14.49psf P6E :_ X40'I'PS30.E P6E =-15.04psf Wind Pressure (Vert.) Wind Pressure (Vert..) Wind Pressure (Vert.) PIF := X15'I'PS30.F P10 X15'I'PS30.G P 1 =-9.6psf P1G =-9.6psf P2F :_ X20'I'PS30.F P2G X20'I'PS30.G P2F =-9.6psf MG =-9.6psf P3F := X25*I'PS30.F P3G X251'PS30.G P3F =-9.6psf P3G =-9.6psf P4F := X30'I'PS30.F P4G X30'I'PS30.G P4F = -9.6 psf P4G = -9.6 psf MF :_ X35'I'PS30.F MG X351'PS30.G P5F =-10.08psf PSG =-10.08psf MF :_ X40'I'PS30.F P6G := A.40'I'PS30.G P6F =-10.46psf P6G =-10.46psf Page 7 PIH :_ X151'PS30.H P1H =-7.3psf MH :_ X20.I'PS30.H MH = -7.3 psf P3H := ?25'I'PS30.H P3H = -7.3 psf P4H :_ X30'I'PS30.H P4H = -7.3 psf PSH A•351'PS30.H MH = -7.67 psf P6H X40'I'PS30.H NH = -7.96 psf NN Engineering, P.S. PO Box 39681 Height Above Ground (ft.) 0' to 15' 15' to 20' 20' to 25' 25' to 30' 30' to 35' 35' to 40' Minha Residence Wind Pressure (Vert.) Wind Pressure (Vert.) (Overhangs) (Overhangs) P1Eoh X15'1'PS30.Eoh P'Eoh =—19.3psf P2Eoh = X20'1'PS30.Eoh P2Eoh =—19.3psf P3Eoh X25'1'PS30.Eoh P3Eoh =—19.3psf P4Eoh X30.I.PS30.Eoh P4Eoh =—19.3psf ' P5Eoh X35'1'PS30.Eoh P5E0h = —20.27 psf P6Eoh X40'1'PS30.Eoh P6E0h = —21.04 psf P'Goh ?15'1'PS30.Goh P'Goh = —15.1 psf P2Goh X20. I. PS30.Goh P2Goh = —15.1 psf. P3Goh A•25'1'PS30.Goh P3Goh = —15.1 psf P4Goh X301'PS30.Goh P4Goh = —15.1 psf P5Goh X35'1'PS30.Goh P5Goh =—15.86psf P6Goh = X401.PS30.Goh P6Goh =—16.46psf Page 8 3/14/2013 01513 Minha L.mcd NN Engineering, P.S. PO Box 39681 Minha Residence 3/14/2013 01513 Minha L.mcd Determine Uniform Wind Loads: h1 = 9ft h2 = 9ft hrlat := 6ft HTlat := hi + h2 + hrlat HTlong := h1 + h2 + hrlong wl = 111.3plf w3 = 111.3 plf w2 = 95.4 plf w4 = 100.7 plf HTlat = 24 ft Tess than 25' HTlong = 24ft Uniform Load Wind (Roof Diaph. Longit.) Uniform Load Wind (Roof Diaph. Lat.) Uniform Load Seismic (2nd Floor Diaph. Lat/Longit.) Uniform Load Wind (Misc.) "Ming := 6ft hr3 := 3ft Flat := w3 + w2 wlong := w1 + w2 Vwlong := µ'long' w2 Vw1at = µlat'12 wlat = 206.7 p1f µlong = 206.7 plf Vwlong = 9.3 k Vwlat = 11.99k TOTAL WIND LOAD PER LIN FT. OF BLDG. WIND BASE SHEAR - WIND BASE SHEAR - LONGITUDINAL DIRECTION LATERAL DIRECTION C. STORY SHEAR -WIND LONGITUDINAL DIRECTION Vr.long.wind := wl'wr V2.long.wind := w2. w2 + Vr.long.wind LATERAL DIRECTION Vr.lat.wind := V2.lat.wind := W2.12 + Vr.lat.wind Vr.long.wind = 5.01 k V2:long.wind = 9.3 k Vr.lat.wind = 6.46k V2.1at.wind = 11.99 k Page 9 NN Engineering, P.S. PO Box 39681 III. SUMMARY OF STORY SHEARS Vx : Minha Residence SEISMIC WIND 3/14/2013 01513 Minha L.mcd LONGITUDINAL LATERAL LONGITUDINAL LATERAL ROOF Vrlong = 8.83 k Vrlat = 8.83 k Vr.long.wind = 5.01 k Vr.lat.wind = 6.46k SECOND V2long = 17.66k ' V21at = 17.66k V2.long.wind = 9.3k V2.1at.wind = 11.99k (Controlling uniform load/shears) LONGITUDINAL LATERAL ROOF Vr.long = "w5 -eq" Vr.lat = "w7 -eq" SECOND V2.1ong = "w6 -eq" V2.1at = "w8 -eq" A. SUMMARY UNIFORM LOADS: w1=111.3pIf w2 = 95.4 plf w3 = 111.3 plf w4 = 100.7 plf w5 = 196.23 p1f w6 = 196.23 p1f w7 = 152.25 p1f w8 = 152.25 p1f WIND (Roof Diaph. Longit.) WIND (2nd Flr. Diaph.Longit./Lat.) WIND (Roof Diaph. Lat.) WIND (Roof Diaph.) SEISMIC (Roof Diaph. Longit.) SEISMIC (2nd Flr. Diaph.Longit.) SEISMIC (Roof Diaph. Lat.) SEISMIC (2nd Flr. Diaph.Lat.) Page 10 NN Engineering, P.S. PO Box 39681 IV. SHEAR ON SHEAR WALLS 2ND FLOOR WaII AA : Laa = 15.17ft (L1..5). w5 vaa Laa vaa = 126.66 p1f Minha Residence 3/14/2013 01513 Minha L.mcd Wall BB: Wall CC: Lbb = 18.67 ft Lcc = 18.1 ft (Ll +L2)•.5•w5 (L2)..5•w5 vbb := Lbb vcc := Lcc vbb = 237 p1f vcc = 138 plf Wall DD : Wall EE Ldd = 28.67 ft Lee = 19.3 ft (L5 +L4)•.5•w7 (L5)•.5•w7 vdd := vee .— Ldd Lee vdd = 145.59 p1f vee = 145.93 p1f 1ST FLOOR Wall A (SEISMIC): Wall B (SEISMIC): Wall C : La=15.3ft Lb = 20.5 ft Lc=12ft (L1)•.5•w6+vaa•Laa va :_ (Ll +L2)•.5•w6+vbb•Lbb (L2)•.5•w6+vcc•Lcc La vb := Lb vc := Lc vb = 432 p1f vc = 417 plf va = 251 plf Wall D: Ld = 30.42 ft Wall E: Le = 40.58 ft (L5 + L4)..5. w8 + vdd•Ldd vd :_ (L5)•.5•w8+vee•Lee Ld ve Le vd = 274 p1f ve = 138.81 plf Page 11 NN Engineering, P.S. PO Box 39681 V. SHEAR WALL STRENGTH A. OVERTURNING MOMENT ON WALLS 1st Floor Walls HW := hl Wall Length Overturning Moments Minha Residence 3/14/2013 01513 Minha L.mcd A Lal := 3.5ft OTMa1 := va•Lai. HW OTMa1 = 7911.471bft B Lbl := 20.5ft OTMbI := vb•Lbl•HW OTMb1 = 79618.56 lb ft C Lcl := 3•ft OTMcl := vc•Lcl•HW OTMc1 = 11258.531bft D Ldl := 4.75.ft OTMdl := vd•Ldl•HW OTMdl = 11731.8 lb ft E Lel := 7.4167.ft OTMe1 := ve•Lel. HW OTMe1 = 9265.871bft 2nd Floor Walls := h2 AA Laal := 7.3333•ft OTMaal := vaa•Laal•HW OTMaal = 8359.2 lb ft BB Lbbl 18.67•ft OTMbbl := vbb•Lbbl•HW OTMbbl = 398091bft CC Lccl := 3•ft OTMccl := vcc•Lccl•HW OTMccl = 3732.11 lb ft DD Lddl := 9•ft OTMddl := vdd•Lddl. HW OTMddl = 11792.751bft EE Leel := 5.5.ft OTMeel := vee•Leel•HW OTMeel = 7223.76lbft Page 12 NN Engineering, P.S. PO Box 39681 Minha Residence 3/14/2013 01513 Minha L.mcd B. SHEAR WALL DEAD LOAD RESISTING MOMENT (cont.) 15 psf for dl used to take into account of loads from adjacent walls. 2nd Floor Shear Walls := h2 Dead Load on Shear Wall Shear Roof / Floor Weights Wall Wall Weights AA1 DLRFaa1 := 5.5•ft•r2•Drl•Laal DLWLaa1 := HWpw•Laal DLRFaa1 = 591.551b DLWLaa1 = 4621b BB1 DLRFbb1 := 9•ft•I 3 W •Dr I•Lbbl DLWLbb1 := Hpw•Lbbl DLRFbb1 = 2464.44 lb DLWLbb1 = 1176.211b CC1 DLRFcc1 := 16. ft. •Dr1•Lccl DLWLcc1 := HWpw •Lccl DLRFcc 1 = 7041b DLWLcc 1 = 1891b DD1 DLRFddl := 9•ft•r2•Dr1•Lddl DLWLddl := HWpw•Lddl DLRFddl = 11881b DLWLdd1 = 5671b EE1 DLRFeel := 9•ft•I —2, -Dr Leel DLWLeel := HW•pw,•Leel 3 DLRFee1 = 7261b DLWLee1 = 346.51b Page 13 Dead Load Resisting Moment DLaal = DLWLaal + DLRFaa1 DLaal = 1053.551b DLRMaa1 := DLaal•Laal•.5 DLRMaal = 3863lbft DLbbl := DLWLbbl + DLRFbb1 DLbbl = 3640.651b DLRMbb 1 := DLbb l • Lbb l • .5 DLRMbb1 = 33985.471bft DLccl := DLWLccl +DLRFccl DLccl = 8931b DLRMcc 1 := DLccl • Lcc l • .5 DLRMccl = 1339.5 lb ft DLddl := DLWLddl + DLRFdd1 DLddl = 17551b DLRMdd1 := DLdd1•Ldd1•.5 DLRMddl = 7897.51bft DLeel := DLWLee 1 + DLRFee 1 DLeel = 1072.51b DLRMee 1 := DLeel • Leel • .5 DLRMeel = 2949.381bft NN Engineering, P.S. PO Box 39681 Minha Residence 3/14/2013 01513 Minha L.mcd B. SHEAR WALL DEAD LOAD RESISTING MOMENT (cont.) 1st Floor Shear Walls := hl Shear Wall Dead Load on Shear Wall Roof / Floor Weights Al DLRFa1 := 9.9.ft•C3 •D f}•La1 DLRFa1 = 346.51b Wall Weights DLWLa1 := HWpw•La1 DLWLa1 = 220.51b B1 DLRFb1 = 14•ft•(2•Df1•Lbl DLWLb1 := HWpw•Lbl DLRFb1 = 28701b DLWLb1 = 1291.51b Cl DLRFc1 := 7.5•ft•(2•Dfl•Lel DLWLc1 := HWpw•Lel DLRFc 1 = 2251b DLWLc1 = 1891b 01 DLRFd1 := 4.5•ft. •Dfl•Ldl DLWLd1 := HWpw•Ld1 DLRFd1 = 213.751b DLWLd1 = 299.251b El DLRFe1 := 4.5•ft. (3 •Df)Lel DLWLe1 := HWpw•Lel DLRFe1 = 333.751b DLWLe1 = 467.251b Page 14 Dead Load Resisting Moment DLa1 := DLWLa1 +DLRFa1 DLa1 = 5671b DLRMa1 := DLa1•Lal•.5 DLRMa1 = 992.251bft DLb1 := DLWLb1 + DLRFb1 DLb 1 = 4161.51b DLRMbl := DLb1•Lb1•.5 DLRMb1 = 42655.381bft DLc1 := DLWLc1 +DLRFc1 DLc1 = 4141b DLRMc1 := DLc1•Lcl•.5 DLRMc 1 = 6211b ft DLd1 := DLWLd1 + DLRFd1 DLd1 = 5131b DLRMd1 := DLd1•Ldl•.5 DLRMd1 = 1218.381bft DLe1 := DLWLe1 + DLRFe1 DLe1 = 8011b DLRMe1 := DLe1•Lel•.5 DLRMe1 = 2970.4lbft NN Engineering, P.S. PO Box 39681 C. HOLDOWN FORCES ON WALLS Second Floor Minha Residence 3/14/2013 01513 Minha L.mcd AA1 HDFaa1 :- OTMaal — DLRMaaI HDFaa1 = 613.121b Laal BB1 HDFbb1 := OTMbbl — DLRMbbl HDFbb1 = 311.931b Lbbl OTMeel — DLRMcc 1 CC1 HDFcc1 :_ Lccl HDFcc1 = 797.541b DD1 HDFdd1 := OTMddI — DLRMddl HDFddl = 432.811b Lddl HDFeel OTMeel — DLRMeeI HDFee1 = 777.161b EE1 Leel First Floor Al B1 C1 D1 E1 HDFa1 :- OTMaI — DLRMal + HDFaa1 HDFa1 = 2590.041b Lal OTMb1 — DLRMb1 HDFb1 + HDFbb1 HDFb1 = 2115.021b Lbl HDFcl := OTMcl—DLRMcI +HDFccl HDFcl = 4343.381b Lcl HDFd1 := OTMd1 — DLRMd1 + HDFdd1 HDFd1 = 2646.161b Ldl HDFe1 := OTMeI — DLRMeI + HDFee1 HDFe1 = 1625.981b Lel Page 15 NN Engineering, P.S. PO Box 39681 D. ALLOWABLE ANCHOR BOLT SPACING Minha Residence 3/14/2013 01513 Minha L.mcd Table 8.2E (1997 NDS) 5/8 " DIA. Anchor Bolt w/ 1 1/2" Side Member (Hem -Fir) ZB := 8301b• 1.33 ZB —4ft = 275.98 p1f ZB = 1103.91b Allow. Load on 5/8" Dia. Bolt in shear 1ft spacing. Allow Shear/ft for 4' max spacing E. SHEAR STRESS AROUND OPENINGS: WALL SHEAR STRESS First Floor A.B. SPACING A Lav–0 ft vai = 251.16p1f sal := ZB vai vb•Lb vbi = 431.54 plf sb l := ZB Lb-0ft vb1 C vcl :_ Lcc O ZB vc1 = 416.98p1f sci := 1 D vdi :_ • j vd– 0 ft vdi = 274.43 plf sd1 := aB 1 ve•Le Z E vei Le – 0 ft vei = 138.81 plf set := B vei Page 16 HORIZ. STRAP FORCE (vai – va).0.ft Pa = Olb Pb := (vbi – vb)•0.ft Pb = Olb Pc := (vci – vc)•0.ft Pc = Olb Pd := (vdi – vd).0.ft Pd = Olb Pe := (vei – ve)•0.ft Pe = Olb NN Engineering, P.S. PO Box 39681 E. SHEAR STRESS AROUND OPENINGS (cont.): Minha Residence 3/14/2013 01513 Minha L.mcd CD := 1.33 Z := 1221b (NDS TBL 12.3B - 16d COMMON NAILS, 1-1/2" SIDE MEMBER THICKNESS) Z' := Z•CD 1 = 162.261b PER NAIL WALL SHEAR STRESS Sole Plate Nail Spacing 2nd Floor AA vaal := Laa—vaa•LO aa ft vaai = 126.66p1f saal = v1 a— ai BB vbbi := vbb•Lbb vbbl = 236.92plf sbbl := Lbb — 0• ft vbbi CC vcc1 := Lcc — 0•ft vccl = 138.23 plf sccl v c 1 DD vdd 1 ;= vdd•Ldd vdd i = 145.59 p1f sdd l := 1 Ldd — 0• ft vdd l EE veel := Lee — 0•ft veei = 145.93 plf Seel := vee 1 HORIZ. STRAP FORCE Paa :_ (vaai — vaa) •O• ft Paa = Olb Pbb :_ (vbbi — vbb) • 0. ft Pbb = O lb Pcc := (vcc1—vcc)•0.ft Pcc = Olb Pdd :_ ( vdd l — vdd) • 0• ft Pdd = O lb Pee := ( vee i — vee) • 0. ft Pee = O lb B. Shear Wall to diaphragm nailing (Sole Plate): NDS Table12.3B: 16d Common Nails 1 1/2" side member thickness := 1.33 Cdi := 1.1 ZA:_1221b L:= Z•CD•Cdi Z' = 178.491b Per Nail 1 = 133.86p1f Allowable load for 16" nail spacing (max) 16in Page 17 NN Engineering, P.S. PO Box 39681 VII. SHEAR WALL SUMMARY First Floor Mk Wall Type Minha Residence 3/14/2013 01513 Minha L.mcd Shear Anchor bolt Holdown Edge Holdown Stress Spacing Force Nailing Type., A Q vai = 251.16plf sa = 48 in HDFal = 2.59k 8d @ 4" o.c. STHD10RJ B vbi = 431.54p1f sb = 30.7in HDFb1 = 2.12k 8d @ 3" o.c. STHD10RJ DF C / \ vci = 416.98p1f se = 31.77in HDFc1 = 4.34k 8d @ 3" o.c. HDQ8 DF D A vdi = 274.43p1f sd = 48 in HDFd1 = 2.65k 8d @ 4" o.c. STHD10RJ E vei = 138.81plf se = 48in HDFe1 = 1.63k 8d @ 6" o.c. STHD10RJ 2nd Floor Mk Wall Shear Sole Plate Holdown Edge Holdown Type Stress Nail Spacing Force Nailing Type. AA /5\ vaai = 126.66p1f saa = 15.37in HDFaa1 = 0.61k 8d @ 6" o.c. MST37 BB / \ vbbi = 236.92p1f sbb = 8.22in HDFbbl = 0.31k 8d @ 4" o.c. MST37 CC / v vcci = 138.23 plf scc = 14.09 in HDFccl = 0.8k 8d @ 6" o.c. MST37 DD / \ vddi = 145.59 plf sdd = 13.37 in HDFddl = 0.43k 8d @ 4" o.c. MST37 EE / \ veei = 145.93p1f see = 13.34in HDFeel = 0.78k 8d @ 6" o.c. MST37 Page 18 G17711 ival-i loo Id ls1H 1 33 33. siivrn zlv3Hs loo7H allooas )0( aao ii/fir r_11__11 I I L 9'0 99 re,,,,7,,,,,,,,,,,,,,,,n A 51P 9 as L11} k''• .8-,f 9-1 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 III. Gravity Load Analysis Minha Residence 3/14/2013 01513 Minha B.mcd Gravity Analysis shall be based on 2009 "International Building Code" (IBC), and ASCE/SEI 7-05 Sect. 7.3 - 7.4 and "Minimum Design Loads for Buildings and Other Structures", Section 3.0 - 6.0. Design Criteria: A. Determine Dead Loads (D) (1606): Uniform Dead Loads (psf): fr := 15psf Pto = Opsf pti := 7psf per, := 1.lpsf Framing Dead Load (or actual) Concrete Topping (Floors) thk = Oin Roof Tile Wall B.1 Determine FLoor Live Loads (L) ( IBC Table 1607.1 & ASCE Table 4-1 ): llf := 40psf lld := 60psf lla := 100psf Floor Live Load Deck Live Load Assembly Areas llg = 55psf Garage Slab on Grade llgc := 30001b Garage Concentated Load (4.5in x 4.5in area) 11'ge := 22501b Garage Concentated Load (per wheel) - storage B.2 Determine Adiusted Uniform Snow Loads (L) (ASCE Ch. 7) Roof Snow Load - (Ground Snow load pg <_ 20psf ; Site elevation < 700ft) Pf := 0.7•Ce•Ct•I•pg Ps := Cs'Pf Flat Roof Snow Load (ASCE Eqn. 7-1) Ce := 1.0 - Exposure B Table 7-2 Ct := 1.1 - Table 7-3 Obstructed non -slippery surface - Heated space (ventilated) I := 1.0 - Importance Table 7-4; Category II per table 1-1 Pf := 0.7•Ce•CrI•pg p'f = if [pg <_ 20psf,(I•pg),(20psf•I)] p"f := if (Pf > W , Pf , W) Sloped Roof Snow Load (ASCE Eqn. 7-2 Warm Roofs) Cs := 1.0 (ASCE Table 7-2a; < 4:12 to 7:12 roof pitch P's = 25psf Min. (Heated Ventilated space) pg := 20psf (Ground Snow load per ASCE Fig. 7-1) w := 25psf (Min. Roof Snow load per local jurisdiction) pf = 15.4psf p'f = 20psf min. p"f = 25psf min. Floor Dead Load (Df): Df = 15 psf Floor Live Load (Lf): Lf = 40 psf Roof Dead Load (Dr): Dr = 22psf Roof Live Load ( Lr): Lr = 25 psf TOTAL FLOOR LOAD ( TLf): TLf = 55psf TOTAL ROOF LOAD ( TLr): TLr = 47 psf Page B1 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 Snow Drift at Parapets (ASCE Ch. 7.7.1 & 7.8): Density (pcf): Balanced Snow load ht. (ft): Parapet height: Length of roof upwind (ft): Calulate Drift Height (ft): (Design) Parapet Drift Height (ft): Drift length (ft): Snow Drift Surcharge (psf): Minha Residence y := 0.13•rftlpg+ 14•pcf Pf hb :_ — y he := 4ft 3/14/2013 01513 Minha B.mcd y = 16.6pcf (Less than 30pcf OK) hb = 0.93 ft he = 4.31 hb t = "Snow Drift Applied " lu := 52ft 3 lu 4 + hd := 0.43.ft J pgsf 10•psf t — 1.5ft hd, = 2.26ft(per figure 7-9 graph page 91) p hd := (hd,)0.75 hd = 1.69 ft w'drift = 9.02 ft "ok, w*drift < 8hc" Pd hd'•y Pd = 37.45 psf Ptotal = 57.45 psf Psd = 169 plf 4•hd2' 'drift := if hd' < he , 4• hd' , 1ic jj Total Snow Drift Surcharge (psf): Ptotal Pd + P'f Total Snow Load (Psd): 1 Psd (wdrift•Pd).2 SURCWARGE LOAD (pd) DUE TO DRIFTING BALANCED SNOW LOAD Drift Page B2 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 Sawn Beam - B1 L := 6•ft Dr = 22 psf Lr = 25 psf TLr = 47 psf wl := TLr•4.5•ft w2 = TLr 16•ft Sawn Beam Properties - Minha Residence 3/14/2013 01513 Minha B.mcd wl = 211 plf w2 = 752 plf b P1 := 2.2k a := 2•ft d := 2•ft Fb := 900•psi Fv := 180•psi CD := 1 CM := 1 := 1 CL := 1.0 CF := 1.2 Cfu := 1 Ci = 1.0 Cr := 1 F'b := Fb•CD•CM•CrCL.CF•Cfu•Ci•Cr F'v := Fv•CD•CM•Ct•Ci E' := 1600000•psi•C'i Shear Diagram I I 2 4 x(ft) RL=2.8k RR=2.8k V max = 2.8k 6 F'b = 1080psi F'v = 180 psi E' = 1600000 psi 10 5 0 —5 0 2 x(ft) Mmax = 5.2 k• ft Moment Diagram 4 BEAM SELECTION t := 5.5•in (beam thickness) 6 h := 11.25.in (beam depth) USE t = 5.5 in 240 5 • weq• L4 384•E'•I Beam Stresses fv=38% fb=50.2% AT = 0.03 in x h = 11.25 in BEAM Sreq = 58.291113 < S = 116in3 OK Areq = 23.52 in2 < A = 62 in2 OK Ifeq = 70.83 in4 < I = 653 in4 OK Page B3 C'i := 1.0 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 6x8 Sawn Beam - B2 Dr = 22psf Lr = 25 psf TLr = 47 psf , ,v := TLr• tw, w = 105 8 p1f 2 ,M := w SL Mmax = 3304.69 ft lb NV am := w 2 — hl Vmax = 2004.841b Rmax = 2643.751b Allowable Stresses (adjusted) DF#2 J ,i,:= 875•psi ,b4,:= 170•psi := 1.15 g,,:= 1 ,,,c4,:= 1 D.,,,,,:= 1.0 a:= 1.2 ,C„ ,: 1 a:= 1.0 , ,:= 1 1,1,:= Fb•CD•CM•Ct•CL•CF•Cfu•Ci•Cr F'b = 1207psi 1.0 , := Fv.CD•CM•CrCi F'w = 196psi_ L ''" 240 Minha Residence L:= 5•ft wDL Drtw ,t�,:= 5.5in L:= 7.25in tw := 22.5ft wDL = 495 p1f 3/14/2013 01513 Minha B.mcd L:= 1600000•psi•C'i E = 1600000psi Mmax Sreq32.84in3 < S = 48in3 OK Sreq _ " '• -b S —68.16% — Vmax.1.5 Areq = 15.38in2 < A = 401'12 OK Areq F'v — 38.58% A' 5•w•L4 402,1 384•E'•ATL Ireq = 37.18in4 < I = 175in4 OK Ireq = 21.29% I 6x10 Sawn Beam - B3 6•ft Mt,:= 5.5in t:= 9.25in Dr = 22psf Lr = 25psf TLr = 47psf ,tom:= 22.5ft z:= TLr tw w = 1058plf := Dj tw 2 , := w 8L Mmax = 4758.75 ft lb ,V,a� := w• (L - hl V max = 2357.341b Rmax = 3172.51b Allowable Stresses (adjusted) DF#2 l JJ 875•psi ,x,,:= 170.psi l:= 1.15 Q4,:= 1 ,,:= 1 ,A,:= 1.0 ,:= 1.2 := 1 , := 1.0 , ,,,,:= 1 ZA,,:= Fb•CD•CM•Ct•CL•CF•Cfu•Ci•Cr F'b = 1207psi , ,i„:= 1.0 := FvCD•CM•Ct•Ci F'v = 196psi L 414'": 240 , := 1600000•psi•C'i E' = 1600000psi wDL = 495p1f Morax Sreq 47.29 in3 < S = 78 in3 OK S re , vbl, F'b 4 S q — 60.3 % .— Vm� 1.5 Areq = 18.09 in2 < A = 51 in2 OK Areq — 35.55% F° A 5•w•L4 " 384 E•L Ireq = 64.24in4 < I = 363in4 OK Ireq = 17.71 % I Page B4 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 6x8 Sawn Beam - B3.2 Dr = 22psf Lr = 25psf Minha Residence 3/14/2013 01513 Minha B.mcd 24:= 9•ft µ:= 5.5in L:= 7.25in TLr = 47psf ,tom = 5ft := TLr tw w = 235p1f j:= Dr•tw •2 �:= w8 Mmax = 2379.38ftlb V 44,:= w•(2 —h) Vmax = 915.521b Rmax = 1057.51b Allowable Stresses (adjusted) DF#2 ` JJ 875•psi F := 170•psi ,a:= 1.15 := 1 := 1 Cj,:= 1.0 = 1.2 , , = Fb•CD•CM•CrCL•CF•Cfu•Ci•Cr F'b = 1207psi FV•CD•CM•Ct•Ci F'v = 196psi ,:= 1600000•psi•C'i E' = 1600000 psi .— Mmax Sreq = 23.65 in3 < S = 481113 OK Sfeq — 49.68% 'b wDL = 110pif Vm 1.5 Areq = 7.02in2 < A = 40in2 OK Areq — 17.62% F° A ,,:= 1 1 4 := 5 w L Ireq = 48.181114 < I = 175in4 OK Ireq = 27.59% 384•E'•ATL I 6x10 Sawn Beam - B4 Imo:= 5•ft 4,:= 5.5in L:= = 9.25in Df = 15 psf Lf = 40psf TLf = 55 psf TLr = 47 psf twf := 10.5ft (floor) ,,:= TLf•twf+TLr twr w = 578p1f AVIate,:= Dftwf+Dr•twr wDL = 158 plf Com:= 1.0 , ,:= 1 C'i,:= 1.0 _ L AIL: 240 twr := Oft (roof) 2 ,�:= w8 Mmax = 1804.69ft1b NVwyy := w•(L —h1 Vmax = 998.59lb Rmax = 1443.751b Allowable Stresses (adjusted) DF#2 J &:= = 875•psi ,b4,,:= 170•psi L:= 1600000•psi Fb•CD•CM•Ct•CF F'b = 1050 psi := FvCD•CM•Ct•CH F'v = 170psi ay,,:= Mmax Sreq = 20.63in3 < S = 78in3 OK Sreq F'b — 26.3% /cADA:= 1 a,:= ,:= 1.2 ,4„:= 1 ,,:= 1 CH:=1 'X'"' 240 � •— Vma•1.5 Areq = 8.811112 < A = 51in2 OK Areq — 17.32% F° A 4 I:—mo^5 w•L Ireq = 20.31114 < I = 363 in4 OK Ireq = 384•E'•ATT, 5.6% I Page B5 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 Parallam Beam - B5 ,L:= 4•ft Df = 15 psf Lf = 40 psf TLf = 55 psf := 1270p1f Minha Residence 3/14/2013 01513 Minha B.mcd wl = 1270p1f := 777p1f 1,v2 = 777p1f b RL RR Parallam Beam Properties - ,FA:= 2900.psi Fes:= 290•psi ,:= 2000000.psi := Fb•CD•CM•Ct•CF F'b = 2900psi ZyA:= Fv•CD•CM•Ct•CH = 290psi gu:= 1 ,calv:= 1 yak:= 1 := 1 a:= 1 RL=4.2k RR=2.9k V max = 4.2k 6 4 2 0 Moment Diagram 0 2 x(ft) Mmax = 4.9 k• ft BEAM SELECTION L:= 5.25•in 21,„:= 9.25•in _ L " A': 240 (beam thickness) (beam depth) 5•weq•L4 384•E'•I Beam Stresses fv=44.4% fb=27% ATL = 0.02 in 4 USE t = 5.25in P =3.5k a:= 1.5•ft x h = 9.25 in BEAM S feq = 20.24 in3 < S = 75 in3 OK Areq = 21.58 in2 < A = 49 in2 OK keg = 35.22in4 < I = 346 in4 OK Page B6 L:= 1•ft NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 Minha Residence 3/14/2013 01513 Minha B.mcd 7 x 11-1/4 LVL Micro -lam Beam (LVL) - B6 L:= 21•ft 1:= lin A1/4,:= = 11.25M Df = 15psf Lf = 40psf TLf = 55psf TLr = 47psf ,tom,:= 4.5ft (floor) TLf•twf + TLr•twr w = 247p1f , J Df•twf + Dr'twr WDL = 68p1f wL2 Allowable Stresses (adjusted) Mmax = 13643.44 ft 1b V =w•r —hJ 2600•psi ,F ,:= 285•psi L:= 1900000.psi ,,:= Fb•CD•CM•Ct•CF F'b = 2990 psi ,:= FvCD. CM•Ct•CH F'v = 328psi 167.,,,:= Oft (roof) Vmax = 2366.721b Rmax = 2598.751b , := 1.15 a:= 1 ativ:= =1 ,:= 1 AA134 _ 240 Mmax Sreq54.76in3 < S = 148in3 OK Sreq ,W.VbIJM�' Fib — 37.08 % Vmax1.5 f�•— Areq = 10.83in2 < A = 79in2 OK Areq F'vA — 13.75% 5•w•L4 afogl,• 384•E'•�Zq, !req = 542.87 in < I = 831in4 OK Ireq _ 65.36% I 4x10 Sawn Beam - B8 ,:= 3.ft ,tw:= 3.5in 2,:= 9.25in Df = 15psf Lf = 40psf TLf = 55psf TLr = 47psf ,tom,:= 17ft (floor) ,,:= TLP tw,f + TLr•twr w = 935 p1f z := DItwf + Dr•tw,r wDL = 25501 ty,:= Oft (roof) 2 ,M ::= w• SL Mmax = 1051.88 ftlb = w• 2 — hl Vmax = 681.771b Rmax = 1402.51b Allowable Stresses (adjusted) DF#2 J ,,:= 850•psi 14 ,:= 180•psi FN:= 1600000•psi := 1 a:= 1.2 ,F ,:= Fb•CD•CM•Ct•CFF'b = 1020psi ,:= 1 := 1 ,:= 1 ,:= FvCD•CM•Ct•CH F'v = 180 psi L134:= 240 Vmax 1.5 F'v Sfeq = 12.381113 < S = 50in3 OK Sreq = 24.79% S Areq = 5.68 in2 < A = 32 in2 OK Areq = 17.55% A 4 I!A.— 5 w L Ireq = 7.1 in4 < I = 231 in4 OK Ireq = 3.08% 384•E'•Am Page B7 NN Engineering, P.S. Minha Residence 3/14/2013 PO Box 39681, Lakewood, WA 98496 01513 Minha B.mcd 5-1/4 x 11-7/8 LVL Beam - B7 14:= 16•ft Df = 15 psf Lf = 40 psf TLf = 55 psf TLr = 47 psf := 36in (floor) := TLf• twf + TLr twr gm.%:= Df'twf + Dr'twr LVL Properties - Fj:= 2600•psi := 285•psi Fb'CD-CM.Ct'CF := Fv'CD•CM•Ct'CH tom,:= Oft (roof) w = 165 plf wDL = 45 p1f := 1900000. psi F'b = 2600 psi F'v = 285 psi Shear Diagram RL = 3.1 k Vmax=3.lk BEAM SELECTION 15 20 CpI4:= 1 gu,:= 1 ga,:= 1 P1 := 1 := 1 Moment Diagram RR = 2.1 k Mmax = 13.5 k• ft 1:= 5.25•in (beam thickness) L:= 11.25•in (beam depth) USE t = 5.25 in "*" 240 5 • weq• L4 384•E'•I LTL = 0.52 in Beam Stresses fv = 27.7% fb = 56.2% x h = 11.25in BEAM Sreq = 62.19 in3 < S = 111 in3 OK Areq = 16.36412 < A = 59in2 OK Ireq = 408.51 in4 < I = 623 in4 OK Page B8 rmiv:= 2.6k aa := 5. ft NN Engineering, P.S. Minha Residence 3/14/2013 PO Box 39681, Lakewood, WA 98496 01513 Minha B.mcd 5-1/4 x 11-7/8 LVL Micro -lam Beam (PSL) - B9 = 12•ft ,tN,:= 5.25in i,:= 11.875in Df = 15 psf Lf = 40 psf TLf = 55 psf TLr = 47 psf 434:= 16in (floor) 41„,:= TLf•tw,f+TLr twr w = 496p1f w•L2 ZWAV:= 8 Allowable Stresses (adjusted) Fes,:= 2600•psi,:= 285•psi := 1900000•psi Mmax = 8934 ft 1b l ,,,:= Df•twf+Dr•twr WDL = 218plf .=2 _ hl Fb•CD•CM•Ct•CF F'b = 2990psi ;y„,:= FvCD•CM•Ct•CH F'v = 328psi ,t,,:= 9ft (roof) Vmax = 2486.841b Rmax = 29781b ,C,:= 1.15 := 1 Cl,,:= 1 := 1 ,I„:= 1 240 .— Mmax Sfeq = 35.86in3 < S = 123in3 OK Sreq F'b — 29.06% S :— Vma 1.5 Areq = 11.38 in2 < A = 62 in2 OK Afeq — 18.26% Fv A 4 ^:= 5 w L Ireq = 203.13 in4 < I = 733 in4 OK Ireq 27.73 % 384•E'•Am _ — 6x10 Sawn Beam - B10 ,m:= 4•ft /:= 5.5in 1:= 9.25in Df = 15 psf Lf = 40 psf TLf = 55 psf TLr = 47 psf ,tom,:= 8ft (floor) := TLf'twf + TLr•twr w = 440p1f = Df'twf + Dr•twr wDL = 120 plf 2 Mme:= w•8L Mmax = 880 ft 1b V .= w• 2 — h1 V max = 540.831b Rmax = 8801b Allowable Stresses (adjusted) DF#2 := 875•psi ,:= 170•psi ,F',:= 1600000•psi := 1 ,C = 1.2 Fb•CD•CM•Ct•CF F'b = 1050psi := 1 := 1 ca,:= 1 _ L FvCD•CM•Ct•CH F'v = 170psi • 240 Mmax Sfeq = 10.06 in3 < S = 78 in3 OK Sfeq F'b — 12.82% S Vma• 1.5 Areq4.77.2 < A = 51 in2 OK Areq F'v — 9.38% A 4 Asa„:= 5 w•L Ireq = 7.92in4 < I = 363in4 OK Ireq 2.18% 384•E'•Am = — I Page B9 tom,:= Oft (roof) NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 Minha Residence 3/14/2013 01513 Minha B.mcd 3-1/2 x 9-1/4 LVL Micro -lam Beam (PSL) - B11 L:= := 12.ft ,:= 3.5in k,:= 9.25in Df = 15psf Lf = 40psf TLf = 55psf TLr = 47psf ,:= 3ft (floor) TLf•tw,f+TLr. twr w = 259p1f A.h:= Df•twf+Drtwr wDL = 89p1f M - w L2 "w'AO'7X•,. 8 Mmax = 4662 ft 1b ,tom,:= 2ft (roof) Vy := w•E- - - hl Vmax = 1354.351b Rmax = 15541b Allowable Stresses (adjusted) := 2600•psi ,,:= 285•psi ,F:= 1900000•psi F := Fb•CD•CM•Ct•CF F'b = 2990psi K3G,:= Fw•CD•CM•Ct•CH F'w = 328psi Mmax Fb Vmc•1.5 :_ F'v := 1.15 g := 1 cAuv:= 1 ,C:= 1 ZIA:= _ 240 S 18.71 in3 < S = 50in3 OK req =37.49% S Aro = 6.2 in2 < A = 32in2 OK Areq - 19.15 % A 4 ^I,r:- 5 w L keg = 106in4 < I = 231in4 OK Ifeq 384.E'•A�, I = 45.92% Page B10 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 Minha Residence 3/14/2013 01513 Minha B.mcd 3-1/2 x 9-1/4 LVL Beam - B11 & 12 ,:= 6.5•ft Df = 15 psf Lf = 40 psf TLf = 55 psf TLr = 47 psf ,t,:= 16in (floor) ty := Oft (roof) , := TLf• two' + TLr• twr w = 73 p1f := Dftwf + Dr•twr wDL = 20plf LVL Properties - 2600•psi ,,:= 285. psi ,:= 1900000•psi Fb•CD•CM•Ct. CF F'b = 2600 psi F := Fv•CD•CM•Ct•CH F'v = 285 psi Shear Diagram I I I 2 4 x(ft) RL = 1.5 k Vmax = 1.5 k BEAM SELECTION 1:= 3.5•m L:= 9.25•in _ L 'AU': 240 6 8 2 := 1 1 Moment Diagram 0 0 2 4 x(ft) RR = 0.5 k Mmax = 1.5 k• ft (beam thickness) (beam depth) 5• weL4 q• 384•E'•I ATL, = 0.03 in 6 8 USE t=3.5in x h = 9.25 in BEAM Sreq = 6.79 in3 < S = 50 in3 OK Afeq=7.93in2 < A=32in2 OK Beam Stresses I feq = 18.12in4 < I = 231 in4 OK fv = 24.5% fb = 13.6% IfIq = 7.85% Page B11 1500•lb ,a := 1•ft NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 Glu -Lam Beam - B14 ;,:= 20•ft Df = 15 psf Lf = 40 psf TLf = 55 psf Allowable Stresses (adjusted) Minha Residence 3/14/2013 01513 Minha B.mcd , ,),, := 94•plf 580•plf w3 := 580•p1f w4 := 1051•plf b f I,:= 4.5k 1.6k P,:= 4.4k ,µFS,:= 2400•psi ,F ,:= 265•psi L:= 1800000•psi•Ct Fb•CD•CM•Ct•CL•CvCfi•Cc F'b = 2400 psi F,w„x:= FvCD•CM•Ct F'v = 265 psi 10 -10 0 Shear Diagram 0 RL = 8.4k Vmax = 13.6k 10 x(ft) RR = 13.6 k 20 100 ,- 50 0 0 , := 1 ,,Dd„ = 1 , ,G,:= 1 , := 1.0 Cv := 1 •,L,:= 1 Cc := 1 Moment Diagram 10 x(ft) Mmax = 53.5 k• ft BEAM SELECTION /:= 6.75•in (beam thickness) h := 18in 5• weq• L4 384•E'•I Df ADL := TLf An Cvact = 0.939 ATL = 0.65 in ADL = 0.18 in > Cv = 1 Assumed OK Beam Stresses fv=63.5% fb=73.3% Ireq =65.18% I 20 ArtL wi'm"' • 240 USE t=6.75 in x h = 18 in GLB Camber := 1.5' ADL Sfeq = 267.27in3 Areq = 77.21 int Ifeq = 2138.14in4 Page B12 Camber = 0.267 in • S = 365 in3 OK < A = 122 in2 OK I = 3280in4 OK ,a := 5•ft 14•ft &:= 16.5•ft L:= ,:= 14•ft NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 Minha Residence 3/14/2013 01513 Minha B.mcd Glu -Lam Beam - B15 ,k:= 5•ft Df = 15 psf Lf = 40 psf TLf = 55 psf TLr = 47 psf ,tom= Oft (floor) ,,:= TLf twf+TLr•twr ,jam,,:= Df•twf + Dr-twr Allowable Stresses (adjusted) u,:= Oft (roof) w=0plf WDL = 0plf P1 w ,a := 4•ft ,„:= 18.9k := 2400•psi ,Fye,:= 265•psi ,F',:= 1800000•psi. Ct ,:= Fb•CD•CM•Ct•CL•CvCfu•Cc F'b = 2400 psi F'v = 265 psi := FvCD•CM•Ct 10 0 -10 -20 0 Shear. Diagram I 1 I I 2 4 x(ft) RL = 3.8k RR = 15.12k Vmax= 15.1k 6 , = 1 A „:= 1 ,Cry:= 1 ,C, ,:= 1.0 ,,:= 1 ,:= 1 ,,,:= 1 Moment Diagram Mmax = 15.1 k• ft BEAM SELECTION t,,:= 5.125•in (beam thickness) 5• weq•L4 AU./ 384•E'•I WDL UN, := w ATL Cvact = 1.1 h := 19.5in OTT,=0.Olin ADL =Oin Cv= 1 Beam Stresses Assumed OK fv = 85.6% fb = 23.3% Ireq = 4.77% I L 41:4' 240 USE t = 5.125 in x h = 19.5 in GLB £j ; .:= 1.5•ADL Camber = OM Sreq = 75.6 in3 < S = 325 in3 OK Areq = 85.58in2 < A = 100in2 OK Ireq = 151.2in4 < I = 3167in4 OK Page B13 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 Glu -Lam Beam - B16 L, := 16.ft Df = 15psf Lf = 40psf TLf = 55psf Allowable Stresses (adjusted) Minha Residence 3/14/2013 01513 Minha B.mcd 150•plf 150•plf ,A:= 150•plf 215•plf b ,P := 7k a := 3.5•ft ,:= 1.5k := 12.ft d := 3.5•ft ,ems:= 12.ft 2400•psi , ,,r:= 265•psi F:= 1800000•psi•Ct Fes:= Fb•CD•CM•Ct•CL•CvCfu•Cc F'b = 2400 psi ,:= FvCD•CM•Ct F'v = 265 psi 10 5 0 ,,:= 1 ,C := 1 ,,:= 1 , := 1.0 ,Cry:= 1 ;414,:= 1 , := 1 Shear Diagram Moment Diagram 30 I I I -5 0 5 10 15 20 x(ft) RL=7.lk RR=4.lk Vmax=7.lk ,-, 20 10 0 0 5 10 x(ft) Mmax = 23.8k•ft 15 BEAM SELECTION ,tr,:= 5.125•in (beam thickness) h := 15in 5 • weq• L4 384•E'•I Df ,tIM:= TLf ATL Cvact = 1.005 20 _ L T4. 240 OTT, = 0.42in USE t = 5.125 in ADL = 0.12in > Cv = 1 Assumed OK Beam Stresses fv = 52.1% fb = 62% X h = 15 in GLB ,5.PAM:= 1.5' ADL Camber = 0.173 in Sreq = 119.24 in3 < S = 192 in3 OK Afeq ='40.05.2 < A = 77in2 OK Ifeq = 763.14in4 < I = 1441in4 OK Page B14 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 Minha Residence 3/14/2013 01513 Minha B.mcd 4x10 Sawn Beam - B17 := 5.5•ft ,t�,:= 3.5in ,ham:= 9.25in Df = 15psf Lf = 40psf TLf = 55psf TLr = 47psf tom,:= 12.5ft (floor) ,ty,:= Oft (roof) ,:= TLf•twf + TLr• twr w = 688 p1f := Df• twf + Dr•twr WDL = 188 plf w•L2 AIDAX,:= 8 Mmax = 2599.61 ft lb Vim,:= W. — hl Vmax = 1360.68 ib Rmax = 1890.63 ib 2 Allowable Stresses (adjusted) DF#2 b,:= 850•psi = 180•psi , N:= 1600000•psi ,:= 1 ,g := 1.2 ,:= Fb•CD•CM•Ct•CF F'b = 1020psi = 1:= 1 ,i:= 1 L 1,,&:= FvCD•CM•Ct•CH F'v = 180psi • 240 Mmax = F, Sreq = 30.58in3 < S = 50M3 OK Sreq _ 61.28% b S Vmax•1.5 F'v Areq = 11.34in2 < A = 32 in2 OK Areq A = 35.02% 5•w•L4 384 E' 4 Ireq = 32.17 in4 < I = 231 in4 OK Ireq = 13.94% I Page 815 2r -w 15,4' 5.-6. L L 6 1'-4' 4•-5. 4'-3. I'-4' "�. I �II II{' � . Ft - t A • 5'-6' S'-6' 5'-6' CRAWL SPACE IB' MIN QEAR•NCE 6 HIL (BLACK) visa VAPOR BARRIER 3Y MN.12' LAP 5'-6' 5'-6' 3•-'I' 5'-6' • 1 T BR 3.-�. r-4 1 11 { II 20'-0' 5' 6' 3'- 4'-8' tjts • 4 CRAWL SPACE 15' MIN. CLEARANCE 6 MIL (ELACX) VW. VAPOR BARRIER UM MRL 2' LAP .-6' 5' -6' 1.-4. 5'-6' '5 • 2'-0' 5'-0' 2'-0' 1-I�ti Rigg Rei 1 5'-6 5'-6' 5'-6' R F30 11'-6' Fat 3'-0' 5'-0' 2'-0' 64'-0' FOUNDATION / MAIN FLOOR FRAMING PLAN DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. o6xfO L I7, I}II I 1 , I J I I !III [1 I� III'��III�� I I 1LI -...-_ ..... .........1.1I -........_fiL-....._....1'L,.. ,,I II BETI1LIIY �I WALL] - LII —_ I _TLt iIt'll�1 LI 1-11II I I I 1 i 1 111 1 I 1i/1 I ..:::::F1 ✓�_�""Y:"�Y W4LL �'a T1 V L ;/41,." 4r k- � ,. 1 1, ;.1,6 1 �� WALLA DO NOT I � I_ J I I I LIIg UP BELOW I I s 1�1� LA) ..)I'I',4- rTr _ _ ; IIIIIL=-II1= ftp 1I1) 1lI'I 1 ... rI i�(II I I _L I: 114\ 1-1 I II 1 4- 1+1�I I I�j�1I ICL1111 1!111111 1rI�_11 _ ; I, , III II1I- ,_____ _-, -III_ c\,\ 1,' 1 1 1 1 11,1 1i_33�jL1BEL-J,,, iI```-- L7 , 1Ii,!1 r G I1IILit., ill II 1j 9 ae 4*1 O rix X) 5'•0' 11'•0' 5'•0' 2.•6' UPPER FLOOR FRAMING PLAN ROOF FRAMING PL AN (T; `._ : -7? s,c-) 3/3/2014 City of Tukwila Department of Community Development ALEXEY ANCHEYEN 879 RAINIER AV N #A200 RENTON, WA 9807 RE: Permit No. D13-104 MINHAS RESIDENCE 5160 S 170 ST Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director New Inspection Request Line 206 438-9350 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 4/30/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-431-2451 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 4/30/2014, 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, File No: D13-104 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 January 31, 2014 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Sukhjit Minhas 22014 13 Ave S Des Moines, WA 98198 RE: Request for Extension Development Permit D13-104 Minhas Residence — 5160 S 170 St Dear Mr. Minhas, This letter is in response to your written request for an extension to Permit Number D13-104. The Interim Building Official has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be extending your permit an additional 180 days from the date of application approval, through April 30, 2014. If you should have any questions, please contact our office at (206) 431-3670. File: Permit No. D13-104 W:\Permit Cente,AExtension Letters\Permits\2013\D13-104 Permit Extension.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 July 22, 2014 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Sukhjit S Minhas 22014 13th Ave S Des Moines, WA 98198 RE: Request for Extension — D13-104 Minhas Residence — 5160 S 170 St Dear Mr. Minhas, This letter is in response to your written request to re -open the already expired permit D13-104. The Building Official has reviewed your letter and determined that the City of Tukwila Building Division will not be re -opening the permit. A notice was mailed to the designated contact for this permit (Alexey Ancheyen with Urban Design Group) a full month ahead of expiration (letter was dated and mailed March 3, 2014) which provided two options to keep the permit in good standing. The first was to start construction and have an inspection and the second option was to submit a request for extension at least (7) days in advance of the expiration date. The request we did receive was received more than 2 months after the actual expiration of the permit. This is why your request for extension has been denied. In order for work to continue and inspections be conducted, a new permit will need to be issued. To do this, complete and submit a new application form along with four sets of plans. As with the original issuance of the permit, this submittal will need to be made in person. Please note this new permit will not be issued over the counter, it will need to go through the complete plan review process If you should have any questions, please contact our office at (206) 431-3670. Sincerely, `110 '401 Bill Rambo Permit Technician File: Permit No. D13-104 W:\Permit Center\Extension Letters\Denials\Permits\2013\D13-104 Extension Denial.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 of (-ID EV- -C/a mn 00 m, 1(1m o.vs/,.%/1, \--qu\ * (D- /3- (cal. re-) , )I ly DE 1/Lf-L- o I r -60/G D),L14 P40- M' 1 Z74OfZ. I �/D N°/ 4t--7--1:14 /_t-NEW%L 1.b-ife-,e- , tr ',Jar- S6/-/ -To in/ Agerlezr, Hi evz.v4,--ft //-1 nit- k,,,..., 0 5 6.,! /4115-x fpk /r)i . A., 0 A z_ i 0 .g A P 1-(1 rT) /I 1—,) i 1 ") 1 0 `1 3 0 Ajk._ gl.i.) H6-1-- n -vi , Suri -Orr f N X20 /If /3171 a✓s,u7,-, /17/' :12////2 '''' � s 206 -q,'y�gy, ��S m0„�E5, wA �( 19 t)<- \i„ci aotKvvii 110,s alliod neGE@VIEa cI VOFTUKWILA 'JUL .17 2014 PERNaTcEArrER il / C /r,1or Dz-fof (ori -1 P41/avilmk cttN� cPcS6a.9 r A/Is ro/ Ceti 2°6 19 - 91-/- i-t:•LE;11/ED rvif'. i) TUKWILA IJUL.17 2014: 'ERI4 T CENTER 0! — (1— rEr r+, l u 13 lo%, T� C 11 OF - June 12, 2013 r City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Alexey Ancheyen 879 Rainier Ave N, #A200 Renton ,WA 98057 RE: Correction Letter #1 Development Permit Application Number D13-104 5160 S 170 St — Minhas Residence Dear Mr. Ancheyen, 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 do not have any comments. If you have questions regarding the attached comments, please contact the appropriate individual as listed below. Building Department: Allen Johannessen at 206 433-7163 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. W: (Permit CenterlCorrection Letters120131D13-104 Correction Letter #2.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665. Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: May 31, 2013 Project Name: Minas Residence Permit #: D13-104 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 tomaximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. Two items (# 4 & # 5) from the previous review memo have not been addressed as requested. Provide notes for the combustion air in the garage and show a designed footing drainage system as requested with a detail of that system. Memo items are listed below: 4. In the garage where gas fired appliances are located, specify combustion air shall be provided through vents from the outside as required by mechanical code and show where those vents are located. (IRC 304.6 and 304.6.1 or 304.6.2) 5. On the site plan the footing drain is shown. However where it specifically terminates to a discharge system is not specified. On the site plan provide additional plan details to identify a footing drain or a crawl space water -discharge system. The discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department. The detail shall show size of discharge pit with pit specifications or where the discharge pipe shall terminate to an approved culvert with screening. The intent is that groundwater will not accumulate in the crawl space. Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. April 15, 2013 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Alexey Ancheyen 879 Rainier Ave N, #A200 Renton ,WA 98057 RE: Correction Letter #1 Development Permit Application Number D13-104 5160 S 170 St — Minhas Residence Dear Mr. Ancheyen, 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, Fire, Planning, and Public Works Departments. If you have questions regarding the attached comments, please contact the appropriate individual as listed below. Building Department: Allen Johannessen at 206 433-7163 Fire Department: Alan Metzler at 206 971-8718 Planning Department: Jaimie Reavis at 206 431-3659 or Minnie Dhaliwal at 206 431-3685 Public Works Department: Dave McPherson at 206 431-2448 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. W: (Permit Center\Correction Letters120131D13-104 Correction Letter #I.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: April 5, 2013 Project Name: Minas Residence Permit #: D13-104 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. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. 1. On elevation sheets, the elevation views shall be identified as North, East, South and West rather than what is currently referenced. 2. The window schedule refers to bedroom numbers identifying the different windows. However the bedrooms and windows on the floor plan are not numbered, thus it is difficult to identify which window goes where. Please number the different rooms and/or windows. Provide key reference to all windows on the floor plan to the window schedule to identify specific element requirements for the different windows. 3. In addition to the window schedule, specify on the floor plan and window schedule those windows that require safety glazing, specifically windows adjacent to within 24" of doors, sliding and glazed doors and adjacent to the tub. The one upstairs front bedroom window is not shown to meet egress. Specify egress windows on the plan and window schedule. (IRC R308 & R310.1) 4. In the garage where gas fired appliances are located, specify combustion air shall be provided through vents from the outside as required by mechanical code and show where those vents are located. (IRC 304.6 and 304.6.1 or 304.6.2) 5. On the site plan the footing drain is shown. However where it specifically terminates to a discharge system is not specified. On the site plan provide additional plan details to identify a footing drain or a crawl space water - discharge system. The discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department. The detail shall show size of discharge pit with pit specifications or where the discharge pipe shall terminate to an approved culvert with screening. The intent is that groundwater will not accumulate in the crawl space. • a' 6. Carbon monoxide note #6 and note #9 on cover sheet specifies "... required if an attached garage and/or fuel fired equipment present". Per 2009 Washington State code amendments, "For new construction, an approved carbon monoxide alarm shall be installed outside of each separate sleeping area in the immediate vicinity of the bedroom in dwelling units. Remove the statement "if an attached garage and/or fuel fired equipment present" since they are required regardless. In addition, specifically show on the floor plan location of C.O. detectors located within immediate vicinity of each sleeping area. (IRC R315.1 with Washington State Amendments) Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: April 10, 2013 Project Name: Minhas Residence Address: 5160 S 170th St Permit #: D13-104 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau 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. 1. Please provide a scaled site plan which shows the relationship of the house to the public road(s) and the location of the nearest fire hydrant. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 971-8718. No further comments at this time. PLANNING DIVISION COMMENTS DATE: April 9, 2013 APPLICANT: Alexey Ancheyev RE: D13-104 ADDRESS: 51XX S 170th Street (parcel #812520-0482) Please review the following comments listed below and submit your revisions accordingly. 1) Per 8.25.020 (E), no more than 50% of the front yard or 800 square feet (whichever is smaller) can be approved durable uniform surface (area paved or improved for the storage of vehicles). The proposed driveway area is located within most of the 20 -foot front yard setback area, and is 1,280 square feet. Please revise the plans to show a maximum of 800 square feet of approved durable uniform surface in the front yard. For the entire lot, a maximum of 1,200 square feet or 10% of the lot surface, whichever is greater, can be improved for vehicle storage (8.25.020 (D). One option would be to reconfigure the floor plan of the house so the garage will be on the east part of the house instead of the west. This would reduce the needed approved durable uniform surface area and leave a large portion of the front yard setback as a front yard. Revise the plans to meet the above requirements. 2) The maximum height limit in the Low Density Residential zoning district is 30 feet. The "Front Elevation" on Sheet A4 of A7 shows the height of the proposed home at 29 feet 10 %2 inches. However, the difference between the peak elevation and the finished floor elevation shown on the Site Plan is 38.3 feet. Revise the elevation drawings (Sheet A4 and Sheet A5) to indicate finished floor elevations and existing grade. If you have any questions related to the comments above, please contact Jaimie Reavis at (206) 431-3659 or Minnie Dhaliwal at (206) 431-3685. CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: April 12, 2013 PROJECT: Minhas (SFR) 5160 S. 170th Street TL no. 812520-0482 1St Review Comments PERMIT NO: D13-104 PLAN REVIEWER: Contact David McPherson at (206) 431-2448, if you have any questions/comments regarding the following comments. David.McPherson(a�TukwilaWA.gov 1. Provide a current Water Availability Certificate Letter from Highline Water District (206) 824-0375. 2. Provide a current Sanitary Sewer Availability Certificate Letter from Valley View Sewer District (206) 242-3236. 3. For any Public right-of-way work within S. 170th Street, contact City of SeaTac for Street Use permit requirements. 4. Work under this permit shall include completion of the access drive to Lot 3 (including any utility work). See enclosed drainage and utility plan sheet 1 of 1 — for your information. 5. Work under this permit shall include installation of an infiltration trench and yard drain. See enclosed drainage plan sheet 6 of 8 — for your information. PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-104 DATE: 07-08-13 PROJECT NAME: MINHAS RESIDENCE SITE ADDRESS: 5160 S 170 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPART ENTS: Ting ivision Fire Prevention n Planning Division Public Works n Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 07-09-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08-06-13 Approved Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 • 1 PLAN REV�IB�t�1ING SLIP ACTIVITY NUMBER: D13-104 DATE: 05-24-13 PROJECT NAME: MINHAS RESIDENC E' SITE ADDRESS: 5160 "S 170 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # '1 Revision # After Permit Issued DEPART ding ' ivision L di (` `3 u Works P(yv1C Q '(Yi ii SI/ P • I a'13 Fire Prevention Planning Division 1111 Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete X1Incomplete n DUE DATE: 05-28-13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06-25-13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only tt A, CORRECTION LETTER MAILED: ,�/� Departments issued corrections: Bldg Id Fire 0 Ping 0 PW 0 Staff Initials: _t✓ " Documents/routing slip.doc 2-28-02 '*PERMIT COORD COP! PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: PROJECT NAME: M D13-104 DATE: 03/27/13 INHAS RESIDENCE SITE ADDRESS: 51(O S 170 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter #_ Revision # after Permit Issued DEPARTME TS: 0,00 '° Building Div'si n , Ph r► EAS eartOti . 12.11 Public Works ill Mv' ce1 Fire Prevention Structural Planning Division Permit Coordinator t-cfl•t3 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 03/28/13 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route tgl, Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/25/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: r Departments issued corrections: Bldg t l Fire Ping, i PW Q Staff Initials: City of Tukwila REuisioN 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: �' a— ( 3 Plan Check/Permit Number: D13-104 ❑ Response to Incomplete Letter # • Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Minhas Residence Project Address: 5160 S 170 St Contact Person: ,4 EY ,4,/cHye✓ Phone Number: Z06- 2,r--SZ;519 Summary of Revision: A4,4 -6-e r L ) fre&,0 y sem crrv°F TUKWILA !JUL 0 8 2013 PCRM T CURER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on C:\Users\jennifer-m\Desktop\Revision Submittal Form.doc City � 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: D13-104 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Minhas Residence Project Address: 5160 S 170 St Contact Person: AL FY An di/ley Summary of Revision: 'KeA) i)eP fLAA.,40c5 Phone Number: Z 7o `060,5' cxY OF TillONItA MAY 2 4.2013i 0ERM17 GE Sheet Number(s): "Cloud" or highlight all areas of revision including date of rev_isjpn Received at the City of Tukwila Permit Center by: &I --Entered in Permits Plus on C:\Users\jennifer-m\Desktop\Revision Submittal Form.doc Revised: May 2011 Department of Natural Resources and Perk Wastewater Treatment Division King County Residential Sewer Use Certification Sewage Treatment Capacity Charge • To be completed for all new sewer connections, re- connections, or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 51)0( 5190111 Property Street Address Woke -JR -A City State ZIP Owner's Name ZZ 014- 1341'Are. Owner's Mailing Address M.o11 w ag1 RS City State ZIP Z06) 49-0 4g/+ Oner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): Name Street Address For King County Use Only Account No. of RCEs Month;, f -a1:;2 Sewer District / Agency Contact & Phone Number Date of Sewer Connect'n ,.--1 Side Sewer Permit Num er Required: Property Tax Parcel Number Subdivision Name Subdivision Number RECEIVED Lot Number Block e1rPV OF TUKWILA City State ZIP Residential Customer Please check appropriate box: Equivalent (RCE) Single-family (free standing, detached only) 1.0 Multi -Family (any shared walls): ❑ Duplex (0.8 RCE per unit) ❑ 3-Plex (0.8 RCE per unit) ❑ 4-Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = 1.6 2.4 3.2 Building Name PERMIT CENTER Please report any demolitions of pre-existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre-existing building? ❑ Yes ❑ No Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildirjgs? ❑Yes ❑No If Multi -family, will units be sold individually? ❑ Yes ❑ No If yes, will this property have a Homeowner's Association? ❑ Yes ❑ No 199 Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to • County Wastewater Treatment Division at 206-684-1740. I certify that the information given is correct. pacity charge levied will be based on this information and any deviation will require resubmissio . -_ for +ete 'nation of a revised capacity charge. Signature of Owner/Representa - �.— Date g' " /3 cH6,et✓ Lam, Print Name of Owner/Representative CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Cent•uilding Division: 206-431-3670 Public Works Department: 206-433-0179 Planning Division: 206-431-3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside of City of Tukwila Water District PERMIT NO.: Part A: To be completed"byapplicant" Site Address: 51XX S 170th St (attach nap and legal description showing hydrant location and size of main):. Owner Information: Agent/Contact Person:: Owner Name: Sukhjit Singh Minhas & Rupinder Kaur Agent/Contact: , Owner Address: 22014 13th Ave S., Des Moines, WA 98198 Agent Address: Owner Phone: 206-790-4894 Contact Phone: This certificate is for the purposes of: SFR D BUILDING PERMIT ❑ COMMERCIAL INDUSTRIAL ❑ PRELIMINARY PLAT ❑ SI -TORT SUBDIVISION ❑ REZONE ❑ OTHER Estimated number of service connection and water meter size(s): One - new connection - see conditions Vehicular distance from nearest hydrant to the closest point of structure is 130'+/- to access drive Area is served by (Water Utility District:) HIGHLINE WATER DISTRICT Owner/Agent Signature Date PART B: To Be completed bywater utility district 1. The proposed project is within TUKWILA /King 2. 0 No improvements required. (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: Completed fixture count form signed by the City of Tukwila Building Department required to determine size and fees for new water meter. 4. Based upon the improvements listed above, water can be provided will be available at the site with a flow of 1000 gpm at 20 psi residual for a duration of 3 hours at a velocity of 10 fps as documented by the attached calculations. Customer recognizes that the water pressure/fire flow information provided pursuant to this request is general in nature and may not be accurate for any specific location at any specific time. Customer remains solely responsible for determining the specific water pressure/flow information available for Customer's intended use. The general information provided by the District is not intended for and should not be relied upon to design a water system or fire supression system for a specific location. Customer is responsible to field verify the specific water pressure and fire flow at Customer's specific location for Customer's specific needs. 5. Water Availability: El Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item B-3 are met. ❑ System is not capable of providing service to this project CORRECTION I hereby certify that the above information is true and c HIGHLINE WATER DISTRICT / 206-824-0375 By Agency/Phone JER DIS koi4 ct, b: sed o the best available information. 12/17/2012 Date RECEIVED CITY OF TUKWILA MAY 2 4 2013 PERMIT CENTER • • APPLICANT NAME: 51 XX S 170th St ATTACHMENT TO HIGHLINE WATER DISTRICT CERTIFICATE OF WATER AVAILABILITY The following terms and conditions apply to the attached Highline Water District Certificate of Water Availability. 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to King County Department of Development and Environmental Services, the Cities of Des Moines, Federal Way, Auburn, Kent, SeaTac, Tukwila, Normandy Park, Burien, or local jurisdictions. This Certificate of Water Availability is between Highline Water District and the applicant only, and no third person or party shall have any rights hereunder whether by agency or as a third -party beneficiary or otherwise. 2. As of the date of issuance of this Certificate of Water Availability, Highline Water District has water availability to provide such utility service to the property that is the subject of this Certificate, and the utility system exists or may be extended to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between Highline Water District and the applicant, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water will be available at the time the applicant may apply to Highline Water District for such service. 3. Customer recognizes that the water pressure/fire flow information provided pursuant to this request is general in nature and may not be accurate for any specific location at any specific time. Customer remains solely responsible for determining the specific water pressure/flow information available for Customer's intended use. The general information provided by the District is not intended for and should not be relied upon to design a water system or fire suppression system for a specific location. Customer is responsible to field verify the specific water pressure at the meter at Customer's specific location for Customer's specific needs. Customer Initial Date CORRECTION AH7!)AKIN(i 7i904r0 A BMW giMil titter• 3460 S 148th Suite 100 Seattle, WA 98168 IOr Phone: (206) 242-3236 SEM D7GT : ,! Fax: (206) 242-1527 CERTIFICATE OF SEWER AVAILABILITY / NON AVAILABILITY Residential: $ 50.00 Commercial: $ 100.00 C'Certificate of Sewer Availability OR C' Certificate of Sewer Non -Availability Part A: (To Be Completed By Applicant ) Purpose of Certificate: Z Building Permit ❑ Preliminary Plat or PUD ❑ Short Division ❑ Rezone ❑ Other Proposed Use: ❑ Commercial fij Residential Single Family ❑ Residential Multi -Family ❑ Other Applicant's Name Phone Number SuK Hill-. S•rt) gtipi�vor1? 206• 9 -1/894 iNH✓�S, fCtodR Property Address or approximate location S /X l S / q o fr Tax Lot Number $ 12 S 2o -0 LIS1. Legal Description (Attach Map and legal Description if Necessary ); S1j JR'IL' 'ici..,-U J eft. LbT3,p0FTuKw41C-A-01'12f /'L n7I-0''°3 9%eC2.o1o216400.0ZI 13F/Al4Lot( • ii('f 0FS.AO Om tet Pi PrLES s,.'R f -To/ -r /70F! 1 Part B: (To be Completed by Sewer Agency ) a. A Sewer Service will be provided by side sewer connection only to an existing /'1 size sewer 1' gi O 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 C b. The sewer system improvement will require a sewer comprehensive amendment. 3. C, 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 c a. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following; Permit $ /oo 06 a. District Connection Charges due prior to connection: GFC: $ e50 Q6 SFC: $ /9o0 oc Unit: $ Total $ 06 2e 6d t. (Subject to Change on January 1st) 1 "ee" C&1, • C.S'• Either a King County/METRO Capacity Charge, SWSSD or Midway Sewer District Co , CE1VED Charge may be due upon connection to sewers. F TUKWI b. Easements: Required ❑ May be Required MAY 2 4 2013 P[RML c. Other CENTE 4.S .42 ., c : ill ,,-.. z -i ees eel" ' r �.9�., • r r.,�s.: '>. •1 r v I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of signature. By .4.(:/..4..._ Title CF -',:•.e' ,re: /oar Date /G/ZG/z 0,,2 ,,.`,I� ,,,:,..s- CORRECTION ATTACHMENT TO VALLEY VIEW SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY The following terms and conditions apply to the attached Valley View 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 mus -4 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. S. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that I have received the Certificate of Sewer Availability/Non -Availability and this attachment, and fully understand the terms and conditions herein. Applicant's signature Date /2/2 Reset Form Print Form • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplan@ci.tukwila.wa.us Permit Center/Building Division 206 431-3670 Public Works Department 206 433-0179 Planning Division 206 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) COUNTY OF KING ss. h d 1 1 Si N S RI h/' I/ 4s , states as follows: [please print name] PERMIT NO: I e—,— /0 V 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number 1� , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. /1 Owner /Owner's Agent* Signed and sworn to before me this "7e day of V. , 20 (3. PUBLIC in and for the State of Washington Residing at IK Name as commissioned: My commission expires: 18.27.090 Exemptions. The rection provisions of this chapter do not apply III 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; i8. An entity who holAs'a valid electrical contractor's license under chapter�y�,48;RCW�"that=employs a certified journeyman electr cii'u;,a'scertifie rgsidential specialty electrician, or ani electrical,trainee'n eetmg the requirements of chapter 19.28 RCWto pefform plumbing work that is incidentally, directly, andimngediately appropriate to the,,like-in-kind replacement of a household appliance or oth'crsma11 household utilization equipment that requires limited'welectric,4kwer°anclifimited waste and/or water connebtona, An,electracai trainee must be supervised by a certifie$<electrjeiatPwhile performing plumbing work. Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. These plans have been reviewed by the Public Works T)enartment for conformance with enrrFnt S89'21'31 "E 80.03' —4" FOOTING DRAIN � _ I 6 0 c\ 16 00 —4" ROOF DRAIN ' O 2F07 ('MIN) o(TYP(LAL)o FOTO co 0 co O o0 O z / O G O t- co O co O z / I DOWNSPOUT (TYPICAL) 7,74 REVIEWED FOR COPE COMPLIANCE APPROVED IJUL 17 2013 City of Tukwila BUILDING DIVISION 41101111111111101011110.000100 6"DI FROM ROOF & FOUND DRAIN © 2.0% (MIN) (TYPICAL) YARD DRAIN I.E.=522.0 10' TRENCH PER FIG C2.2A 1 GJ 10 N E CB RIM= 35.8' I.E.=251.9 8"0 DI IN (w) I.E.=251.0 8"0 DI O. LT (S) N SEWER `(��CORRE TIObiev6 LR STORM DRAIN LOT NO. 3 SITE ADRESS 5IXX S. 170th St Tukwila, WA PARCEL NUMBER 8125200482 City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: 6.711/r LEGAL DESCRIPTION: SUNRISE VIEW-UNREC LOT 3 OF TUKWILA SHORT PLAT L07-039 REC 20090226900002 SD SP BEING LOTS G & H OF SD UNREC PLAT LESS N 80 FT OF E 120 FT PLat Block: Plat Lot: G -H OWNER: MINHAS SUKHJIT SINGH+RUPIND PHONE: (425) 235-6300 DESIGN: Urban Design Group CONTACT: Alexey Ancheyev PHONE: 206-838-8250 LOT ZONING: R BUILDING & IMPERVIOUS COVERAGE CALCULATIONS GROSS LOT AREA 7,319 Sq. Ft. BUILDING COVERAGE CALCULATIONS Building 2,452 Sq Ft Porch @ FRONT 36 Ft TOTAL: 2,484Sq Ft BUILDING COVERAGE: 33.9% IMPRERVIOUS COVERAGE CALCULATIONS Building 2,466 Sq Ft Driveway 800 Sq Ft Porch @ FRONT 36 SA Ft Patio TOTAL 3 Sq• . IMPERVIOUS COVERAC,4tt 8 PLASTIC COVERING STRAW WATTLE STOCKPILES ANCHOR WEIGHTS VCR STAKES -`_ 10' MAK SOIL BEST �- SIRAW BALES -4111 CONVEY RUNOFT TO APPROVED LOCATION. BURY SEEING 61 4 6L % 6 IN. TENCH A MINIMUM Cr 8 FT. SETBACK FRO 101 OF SUPE BACKFILL 111111 WASHED ROCK CUT SLOPES E1.20 MOM BERMS 61111 STAKES CONVEY RUNOFF TO APPROVED LOCATION. PROVIDE ENERGY DIS0PATION AT TOE MIEN NEEDED. TOE N SHEETING N 4 It 6 N. 10401A MINIMUM OF 3 FT. SE1BACIC FRO. BOTTOM OF SUWE. BACICFII w1N WAS14D ROCK CONVEY RUNOFF TO APPROVED LOC61104. 10' MAK S MN. TO PROVIDE IMMEDIATE TEMPORARY EROSION PROTECTON TO SLOPES AND DISTURBED MEAS THAT CANNOT BE COVERED BY MULCHING & MATTNO PRESERVING VEGETATION E1.25 APR 3;0 1 MAIZE (OIISIRUCTION ZONE: PROTECT ( VEGETATION OUTSIDE CONSTRUCTION 201E II' SEGRE^.AIRIG 1 WM MGH V15N61TY TM FFHCHO. TO REDUCE EROSION BY PRESERVING NATURAL VEGETATION WHEREVER PRACTICABLE. FILTER FENCE NOTE: MOLE 9LT FENCE BACK UP THE SLOPE AT THE END OF RUT. E3.10 FILTER FABRIC MATERIAL 60' 610E BOILS USE STAPLES 01 VARE RINGS TO ATTACH FABRIC TO MIRE 1410Fl 700% OR PRE -APPROVED EWA. r % 2 % 14ga MRE FABRIC CR EODIV. (011101M. -PER SITE CON4IICN) BURY BOTTTW CF FILTER MA ' . N r % 12. 1RBJCH FLIER FABRIC MATERIAL 6110001. WNH NATIVE SCA. MATERIAL 01 GRAVEL BACKFILL N 1REN01 AND CN 80111 SIDES OF FEND: FABRIC ON THE SURFACE n TO NTERCEPT & DETAIN SMALL AMOUNTS OF SEDIMENT UNDER SHEET FLOW COMMONS FROM DISTURBED AREAS DURING CONSTRUCTOR. TO DECREASE VELOCITY OF SHEET FLOWS. f'11'�rr. . ♦ E CONSTRUCTION ACCESS E2.10 STABILIZED ACCESS SIMI BE USED IN ALL MEAS OF 111: STE M(TH VEHICLE TRA111C AND PARKING, INCLUDING PL NTNG STRIPS OTHER MEANS CH PROVBING STASHED ACCESS MIL 8E CONSIDERED. URBAN DESIGN GROUP URBAN DESIGN GROUP 879 RAINIER AVE N. SUITE A-200 RENTON, WA 98057 PHONE: (206) 838-8250 EMAIL: ADMIN@URBANDESIGNS.US MINHAS RESIDENCE CITY OF TUKWILA JUL 0 8 2013 PERMIT CENT; R DRAWN BY: AVA DATE ISSUED: 5.07.12 REVISED: ,o SITE PLAN GRAPHIC SCALE Za ( FEET) I inch- 10 fL GENERAL NOTES INTERNATIONAL RESIDENTIAL CODE 2009 EDITION AND ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISTICTION TO BE FOLLOWED. 2009 INTERNATIONAL RESIDENTIAL CODE 2009 WASHINGTON STATE ENERGY CODE CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION 4 PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN INSTALLED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN N FULL CONTRACTOR SHALL VERIFY ALL ROUGH -IN DIMENSIONS FOR ALL EQUIPMENT TO BE INSTALLED SITE WORK GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER 15 PROVIDED, FOUNDATION DESIGN 15 BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSF. EXTERIOR FOOTINGS SHALL BEAR 1'6' (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACK FILL TO BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. CONCRETE MIX AND 28 PAY STRENGTH OF CONCRETE - BASEMENT WALLS 4 FOUNDATIONS 4 OTHER CONCRETE NOT EXPOSED TO WEATHER: 2,500 PSI - BASEMENT SLABS 4 INTERIOR SLABS 4 INTERIOR SLABS ON GRADE, EXCEPT GARAGE DOOR SLABS 2,500 P5I - BASEMENT WALLS 4 FOUNDATION WALLS, EXTERIOR WALLS 4 OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER: 3,000 PSI - PORCHES, CARPORT SLABS 4 STEPS EXPOSED TO WEATHER, 4 GARAGE FLOOR SLABS: 3,000 PSI GARAGE FLOORS TO SLOPE 1/8'/FT. MIN. TOWARDS OPENING AS REQUIRED FOR DRAINAGE. CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25' FT. (MAX.) INTERVALS EA. WAY. SLABS ARE TO BE 5 -AIR ENTRAINED CONCRETE SIDEWALKS TO HAVE 3/4' IN. TOOLED JOINTS AT 5' FT. (MIN.) O.C. CONCRETE COVER OF RE INFORC INC 3' CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 1 1/2' CONCRETE EXPOSED TO EARTH OR WEATHER 1 1/2' BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER 3/4' SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER LAP COLUMN VERTICALS. CLASS 'A' CONCRETE AND MASONRY COLUMN AND WALL VERTICALS 52 DIAMETERS. LAP ALL OTHER REINFORCING 24 DIAMETERS. SPLICES AT TENSION REGIONS SHALL NOT BE PERMITTED. CARPENTRY GENERAL ALL FRAMING TO COMPLY WITH ENGINEERING 5 -SHEETS FOR NAIL SIZES AND SPACING. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 6" MIN. CLEARANCE BETWEEN WOOD AND EARTH. 18" MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH. 12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE-RETANDANT-TREATED WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL. REFERENCE SKEET -S1 FOR SPECIES AND GRADE (BASE DESIGN VALUES) BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 3"X3"X229" PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN 1" OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2 X THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS. BETWEEN SUPPORTS PROVIDED AT ENDS AND AT ALL SUPPORT OF JOISTS AND RAFTERS, JOISTS, 10'-0" FOR ROOF JOISTS. TYPICAL SILL BOLTS TO BE 5/8" DIAMETER AT 6'-0" O.C. MINIMUM 1" EMBED. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAWINGS 51-IALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY SIMPSON COMPANY. PLYWOOD PLYWOOD WALL AND ROOF SHEATHING SHALL BE 3/4" CDX, UNLESS OTHERWISE SPECIFIED. PLYWOOD FLOOR SHEATHING SHALL BE 3/4" CDX T4G. UNLESS OTHERWISE SPECIFIED. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. OSB SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. WOOD TRUSSES ALL ROOF TRUSSES 51-1ALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS SO AS TO FROM AN INTEGRAL PART OF TI -IE WHOLE BUILDING. ROOF TRUSSES 51-IALL HAVE JOINTS WELL FITTED AND SHALL NAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING 51-IALL BE USED TO BRACEALL TRUSSES. 5EE SHEET -51 FOR DESIGN CRITERIA iNSULATiON AND MOiSTURE PROTECTION GENERAL INSULATION BAFFLES TO MAINTAIN 1" ABOVE BATT INSULATION BAFFLES TO EXTEND 6" ABOVE BATT INSULATION BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION INSULATE BEHIND TUBS/SHOWERS, PARTITIONS AND CORNERS FACE STAPLE BATTS FRICTION FIT FACED BATTS USE 4 MIL POLY VAPOR RETARDER AT WALLS. INFILTRATION CONTROL 1. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOOR AND ROOFS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, GASKETED OR WEATHER-STRIPPED TO LIMIT AIR LEAKAGE. ALL OPENINGS SHALL BE FLASHED. APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING 51-IALL EXTEND TO. TI -4E SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLSHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF- FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8' OVER THE 51-IEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING± JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIALS. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 1. AT BUILT-IN GUTTERS. - ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, 51-IALL BE DESIGNED TO LIMIT AIR LEACKAGE AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED FIRE -RATED AND MUST MEET THE ABOVE REQUIREMENT. - ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO AMIT INFILTRATION INTO OR FROM THE BUILDING ENVELOPE. - Recessed Lighting Fixtures: When installed in the building envelope, recessed lighting fixtures shall be Type IC rated and certified to have no more than 2.0 cfm air movement from the conditioned space to the ceiling cavity. The lighting fixture shall be tested at 15 Pascals or 1.51 lbs/ft2 pressure difference and have a Zabel attached, showing compliance with this test method. Recessed lighting fixtures shall be installed with a gasket or caulk between the fixture and ceiling to prevent air leakage. VAPOR BARRIERS/ GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED RAFTER SPACES FROMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS, INSET STAPLED BATTS WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER IS TO THE WARM SIDE, STAPLES ARE PLACED NOT MORE THAN 8 INCHES ON CENTER AND GAPS BETWEEN THE FACING AND THE FRAMING DO NOT EXCEED 1/16 INCH. A GROUND COVER OF 6 MIL (0.006")5LACK POLYETHYLENE OR EQUIVALENT, SHALL BE LAID OVER TI -4E GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. WINDOWS, DOORS, I-1VAC, 4 ELECT. EQUIP. GLAZING MAXIMUM: ZONE 1: UNLIMITED, GROUP R3 OCCUPANCY GLAZING "U' VALUE: VERTICAL (MAX): .32 (ZONE 1) OVERHEAD (MAX): .50 (ZONE 1) DOOR 'U' VALUE (MAX): 20 (ZbNES 1 4 2) (0001;25 W/ MORE THAN 50 CONSIDERED A WINDOW) HVAC PERFORMANCE: 'MED'OR AFCIE = .18 RECESSED LIGHT FIXTURES: IC RATED DOORS, WINDOWS AND SKYLIGHTS GENERAL DOORS TO THE EXTERIOR SHALL HAVE MAX. 3" STEP TO MIN. 36" DEEP LANDING. . BEDROOM EMERGENCY EGRESS WINDOWS MINIMUM NET CLEAR OPENING OF 5.1 SQ. FT. MIN. NET CLEAR OPEN ABLE WIDTH OF 20" AND MINIMUM NET CLEAR OPENING HEIGHT OF 24", MAXIMUM FINISHED SILL HEIGHT OF 44" ABOVE FLOOR. FACTORY BUILT WINDOWS TO BE CONSTikUGTED TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER -LINEAL FOOT OF OPERABLE SASH PERIMETER A5 TESTED. BY ASTM STANDARDS. SITE BUILT AND MILL WORK SHOP BUILT WOODEN SASH ARE EXEMPT FROM INFILTRATION CRITERIA ABOVE, BUT MUST BE MADE TIGHTLY' FITTING AND WEATHER STRIPPED OR CAULKED. SLIDING GLASS DOORS TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM INFILTRATION PER SQUTARE FOOT OF DOOR AREA. SAFETY GLAZING SHALL BE LOCATED WITHIN 1. INGRESS AND EGRESS DOORS 2. SLIDING GLASS DOORS, SWINGING GI_A55 DOORS 3. SHOWER AND BATHTUB ENCLOSURES 4.GLAZING IN/ THE EXPOSED EDGE WITHIN A 24" ARG OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED PORTION4 BOTTOM EDGE 15 LESS THAN 60" ABOVE THE WALKING SURFACE GLAZING GREATER THAN q 5P. LESS THAN 13"ABOVE FINISHED FLOOR. Window sills: 612.2, 24" minimum sill height exceptions allow for opening limiting device for 4" diameter sphere and window fall prevention device that complies with 612.3. STRUCTURAL_ NOTES 1. ALL MATERIALS AND WORKMANSl-IIP.SHALL CONFORM TO THE CONTRACT DRAWINGS. 2. DURING THE :CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. 3. THE CONTACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTUES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 4. THE CONTRACTOR 51-IALL BE RESPONSIBLE FOR COORDIANTING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF ENGINEER 5. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT 6. COORDIATE WITH MECHANICAL, PLUMBING, AND ELECTICAL REQUIREMENTS FOR SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPES, AND PIPE SLEEVES, ELECTRICAL CONDUITS, AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK. 1. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARD DETAILS FOR HEATERS, MECHANICAL EQUIPMINT, VENTS, DUCTS, PIPING, ETC. ALL SUSPENDED MECHANICAL EQUIPMENT SHALL BE SWAY OR LATERALLY BRACED. PLANNING APPROVED • No changes can be made to plans without approval from the Planning Division of DCD Approved By►` Date: (, - f D -t SI X SHEET # URBAN DESIGN GROUP Al GENERAL NOTES 4 PLAN PREVIEW 4,2 MAiN FLOOR FLAN A3 UPPER FLOOR PLAN 44 ELEVATIONS (FRONT,LEFT) A5 ELEVATIONS (REAR, RiG1-1T) ,a,6, BUILDING CROSS-SECTION Al DETAILS 4 VENTILATION SCHEDULES Si GENERAL NOTES 52 FOUNDATION DETAILS 83 FRAMiNC-i DETAILS 54 FOUNDATION/MAIN FLOOR FRAMING PLAN S5 UPPER FLOOR FRAMING -PLAN 56 ROOF FRAMING PLAN REVISIONS No c=hanges shall bo made to the scope of work without prior approval of Tukwila Building Division. MOTE: Revisions will require a new plan submittal and may include additionai plan review fees. SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical ectrical ❑ Plumbing ❑ Gas Piping City of Tukwila Full -SING DIVISION APR 302014 REVIEWED FOR CODE COMPLIANCE APPROVED iJUL 17 2013 PrT ue. City of Tukwila BUILDING DIVISION 20oe IRO uFDAT 1. A PERMANENT CERTIFICATE SHALL BE POSTED WITHIN THREE FEET OF THE ELECTRICAL DISTRIBUTION PANEL. THE CERTIFICATE 51-1ALL LIST PREDOMINANT R -VALUES OF INSULATION INSTALLED, U -FACTORS FOR FENESTRATION AND EFFICIENCY OF HEATING COOLING, AND DUCT LEAKAGE RATES. PER 2009 WSEC SECTION 105.4. 2. BUILDING ENVELOP AIR LEAKAGE CONTROL SHALL BE AT ANY TIME AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS OF BUILDING ENVELOPE. PER 2009 WSEC SECTION 502.4.5 3. SEALING: ALL DUCTS AIRHANDLER, FILTER BOXES AND BUILDING CAVITIES USED AS DUCTS SHALL BE SEALED. PER 2009 WSEC 503.10.3 4 601.1 4. LIGHTING: A MINIMUM OF 50 PERCENT OF ALL LUMINAIRES SHALL BE HIGH EFFICIENCY LUMINAIRES. PER 2009 WSEC 505.1 4 601.1 5. THE PRIMARY SPACE CONDITIONED SYSTEM WIT -41N EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE 6. Minimum fixture clearances: 305.1 Minimum ceiling height (6'-8') to be measured from the center of the front clearance area (21'). 1. Habitable Attics: 310.1 now require escape/rescue openings. S. Guards where required: 312.1, platforms more than 30' are now measured from 36' horizontally from edge of platform. Height of guard also measured from adjacent fixed seating surface. 9. Carbon Monoxide Detectors: 315, detectors are required 4I . To be located outside each sleeping area similar to SD. 10. Locations for decay protection: 311, Wood siding, sheathing and wall framing - (6) inches from grade, (2) inches from concrete slab and similar surfaces. 11. Address numbers: 319.1, rewording and set requirements to include min. 4' height, 1/2' stroke width and contrasting background. 12. Deck Ledger connection: 50222.1, prescriptive methods for attaching a wood deck to a dwelling structure. 502.22.3 requires deck lateral load connection. 13. 50% drill or notch of top plate: 602.6.1, reduces the size of nails from 16d to 10d nails with a minimum length of I -i/2 inches to allow for hanger nails. 14. Window sills: 6122, 24' minimum sill height exceptions allow for opening limiting device for 4' diameter sphere and window fall prevention device that complies with 6123. 15. Air infiltration testing: N1102.42, testing for air leakage- two options available (1) by blower door test, (2) field verification by a third party independent from the installer based off of table N1102.42. I. Duct Sealing: 1103.2.2, rough in leak test requirements (6cfm/100 sf floor area± 4cfm w/o air handler)± post construction leak test (Scfm/100sf floor area to outdoors± 12cfm/100sf floor area across entire system). 11. Lighting Systems: 1104.1, a minimum of 50 percent of the lamps in permanently installed lighting fixtures shall be compact florescent or high efficiency lamps. 18. Clothes dryer exhaust: equivalent lengths for fittings in new table. Instructions required if duct length over 25' (equiv. length by Mfr or table) and must be submitted to inspector. Permanent marker to identify equivalent length when either concealed or greater than 25' (feet). FILE COPY Permit No. Pier frtViGW approval Is ti� I+ b; r ►�awl ofconstruction due rut authorize Receipt 1i1. •....:tion cany et Lipuovee Fled Copy and Dm: / Xli ) .5 Oty Of ING DIVISION APR 3:0 2014 CORRaCTION LTR# RECEIVED CITY OF TUKWILA MAY 2 4 2013 PERMIT CENTER hereby copyright rights designs. plane changed manner Pa assigned without written DESIG=N on these over shall all dimensions the Job must variation conditions construction with CSBCCIJ URBAN DESIGN GROUP to reserves It's common law and other property In these plans, ideas and These ideas, designs and are not to be reproduced, or copied In any form or whatsoever, nor are they to any third party, first obtaining the express permission from URBAN CROUP. Written dimensions shall have precedence eca le dimnelone. Contractors verify and be responsible for and conditions of and URBAN DESIG=N GROUF ba notified to writting of. any from the dimerisI ns, and specifications shown by thesedrawins. All shall be in accordance the standard building code. an state and le;cal codes. COPYRIGHT© MO URBAN DESIGN, INC. u III 0 V 0- Q) k.-) Z 0 t- 0 Ox -I '`:::[ D q) Q_.) 0 , o C 0 W CD CO D HP C HP 01 II , X o - I .-n r �If us wli a o iYZ CO W 0 ,v. Z m 0� 0 Z m at tjZ ro ill Ili `n, Zn 0 W W <[ 0 111 \1 ( 61 CO DRAWN 8Y: AvA DATE ISSUED: 3/22/13 MODIFIED B1': I ENGINEER: NN REVISION A REVISION Q Prof eat No.: 13113 A1 SI- E T oP 9'-2' 11'-10" 21'-8' 15'-4" 4' CONC. FAT 10 60gSLDR GUEST SUITE 1 3/8' SOLID CORE WOOD OR 20 MIN. FIRE RATED MTL DR W/ SELF CLOSER GARAGE X 22'-0' 26 GA. STRAP AROUND W.H. TO WALL 51 TOP 4 BOTTOM FADS SHALL . TREAD DEPTH MEASURED E SIDE TREADS WER NOTE: WRAP ALL WALLS, POSTS, BEAMS, 4 CEILING W/ 5/S' TYPE 'X' GWB IR 18'4' PLATFORM UJ/ (2) LAYERS 3/4' PLYWOOD DIVING PROVIDE M 22'x30' ATT ACCESS INSULA 4 WEATHER ST N. IP 16080O.H. GARAGE DOOR INSTALL 36' IDE GAS FIREPLACE P MAN F. SPECS. V.T. COMBUSTION AIR VENT FOR GAS F.P. PER IRC 40ef'IC. ARCH SEE ELE IRC 304.6 Outdoor combustion air for gas appliances. 304.6 Outdoor combustion air shall be provided through opening(s) to the outdoors in accordance with Section 304.6.1 or 304.6.2. The minimum dimension of air openings shall be not less than 3 inches. 304.6.1Two permanent openings, one commencing within 12 inches of the top and one commencing within 12 inches of the bottom of the enclosure, shall be provided. Where communicating with the outdoors through horizontal ducts, each opening shall have a minimum free area of not less than 1 square inch per 2,000 Btu/h of total input rating of all appliances in the enclosure. OR 304.6.2 One permanent opening, commencing within 12 inches of the top of the enclosure and shall have a minimum free area of 1 square inch per 3,000 Btu/h of the total input rating of all appliances. 2006-2009 WSEC 503.11 Pipe Insulation: All piping shall be thermally insulated in accordance with Table 5-12. EXCEPTION: Piping installed within unitary HVAC equipment. Cold water pipes outside the conditioned space shall be insulated in accordance with the Washington State Plumbing Code (Chapter 51-56 WAC). 2' -0" / 641-0" 11'-6" MAIN FLOOR PLAN SCALE: 1/4' = 1'-0' FLOOR PL __ NOTES: 1. WINDOWS 4 DOORS ARE SHOWN 4 NOTED AS NOMINAL SIZES. 2. EXTERIOR WALLS TO BE 2x6 STUDS 6 16' O.C. U.N.O. 3. MAIN FLOOR WINDOW HEADERS TO BE 6 8'-0' ABV. FINISHED FLOOR, UN.O. 4. UPPER FLOOR WINDOW HEADERS TO BE 6'-8" ABV. FINISHED FLOOR, UN.O. 5. SMOKE DETECTORS: • SHALL BE 110 V INTERCONNECTED W/ BATTERY BACKUP • SHALL BE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS • SHALL BE INSTALLED IN EACH LOCATION WHERE THERE 15 A CEILING CHANGE GREATER THAN 24' CARBON MONOXIDE DETECTORS ARE REQUIRED IF AN ATTACHED GARAGE AND/OR FUEL FRED EQUIPMENT IS PRESENT. TO BE LOCATED OUTSIDE EACH SLEEPING AREA 7. LIGHTING SYSTEMS, A MINIMUM OF 50% OF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE COMPACT FLORESCENT OR HIGH EFFICIENCY LAMPS. 11032.2 IRC 8. PROVIDE STAIRWAY ILLUMINATION PER I.RC. R303.6 SEE SHEET Al FOR ADDITIONAL NOTES. 10. SEE SHEET Al FOR VENTILATION SCHEDULE 11. CONTRACTOR SHALL VERIFY TO INSPECTOR ALL GUARDS AND RAILING SHALL BE CAPABLE OF RESISTING 200 LB LOAD ON TOP RAL ACTING N ANY DIRECTION CIRC TABLE 8301.5) t3 REVIEWED FOR CODE COMPLIANCE APPROVEiD 'JUL 1 7 2013 • City of Tukwila BUILDING DIVISION NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR LEGEND O 110V S.D. 4 LINE OF CROSS SECTION DETAIL REFERENCE *DETAIL *PAGE SMOKE DETECTOR FANS V.7.0. VENT TO OUTSIDE ROD 4 SHELF T1'P. • U.N.O. • I.R.0 LB.0 WSEC TYPICAL' UNLESS NOTED OTHERWISE INTERNAT. RESIDENT. CODE INTERNAT. BUILDING. CODE WA STATE ENERGY CODE CORRE4TION LTR# Z RECEIVED CITY OF TUKWILA JUL 082013 PERMIT CENTER NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WH1CH CONTAIN REFERENCES AND/OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLAN AREA SUMMARY MAIN FLOOR: UPPER FLOOR: 2,0'16 sf. 1,803 sf. TOTAL: GARAGE: COV'D PORCH: 3,819 sf. 665 55 sf. sf. hereby copyright rights designs. plane changed manner be assigned without written DESIGN on the over shall all dimensions the job must variation conditions construction drawinge. with the CSESCG1) URBAN DEel N CsROUP reserves it's common law and other property in these plans, ideas and These ideas, dealers and are not to be reproduced, or copied in any form or whatsoever, nor are they to to any third party, first obtaining the express permieeton from URBAN Gs ROUP. Written dimensions shall have precedence scale dimenefone. Contractors verify and be responsible for and conditions of and URBAN DESIG=N Cs ROUP' be notified in wrltting of any from the dimensions, and specifications shown by these All aha 11 be In accordance standard building code. an state and local codes. COPYRIGHT® 2 Im URBAN DESIGN, INC. 111 0 W 0_ CD C.-.) 11 Z0 0 0 0 4 R CCU Q.,) 0 ,_ 3 V p (D . (1) (1Y- X111/ CO c 1-4, i J -1-3 (C) C it X X tl __I _ .in 1'eCI �.( a Et 0• Z ,_ 01 D 0 Z q3 til s) VfE .� V i_— W Z co W W } crl < W tel/. llm co f„,4u9 ^ t� k.F5sP55° yv, d d } dK s DRAWN BY: ,4VA DATE ISSUED: 3/22/13 MODIFIED BY: ENC. INFER: NN REVISION A REVISION Q Fro J ect No.: 13113 SI ---1. A2 O E_ F E= T 5'-10' 12'-0' 4'-10' es ARCH S 6'-0" 6'-0" 41-10' IC. es '-IC. es "IC. E ELEV ARCH S E ELEV ARCH S E ELEV 5AL 01\11' 36' RAILING 5AL OW( 5050 "LDR OPEN TO ISELOW M. SUITE 36' RAILING 5EDi`OOM 2 BR1DGt 30' SEE T RU 5 FIREPLACE '-ER MANUF. 5 — : C5. M. LAUNDRY WINDER TREADS SHALL HAVE A MIN. TREAD DEPTH OF 10 INCH. MEASURED • 12' FROM THE SIDE WHERE THE TREADS ARE NARROWER 541-1-1 8'x66' OAK'N TU DEN/I-3ONUS OPEN TO ISE L OW 5°8°8L. G.D. EGRE—S 26 &CAS ARC SEE 11'-10" 5AL a 01\Y 15E D ROOM PROVIDE MIN. 22"x30' ATTIC ACCESS INSULATE 4 WEATHER STRIP 36' RAILIN WALL BELOW 40e 5LDR ARCH SEE ELE EGRESS S.G 4060 PIC. ARCH SEE ELE 9'-0" 5'-6` 3'-0' 2'-0' FLOOR PLAN NOTES: 1. WINDOWS 4 DOORS ARE SHOWN 4 NOTED AS NOMINAL SIZES. 2. EXTERIOR WALLS TO BE 2x6 STUDS 6 16" O.C. UN.O. 3. MAIN FLOOR WINDOW HEADERS TO BE 9 8'-0' ABV. FINISHED FLOOR, UN.O. 4. UPPER FLOOR WINDOW HEADERS TO BE 6 6'-8' ABV. FINISHED FLOOR, U.N.O. 5. SMOKE DETECTORS: • 51-IALL BE 110 V INTERCONNECTED W/ BATTERY BACKUP • SHALL BE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS • SHALL BE INSTALLED IN EACH LOCATION WHERE THERE 15 A CEILING CHANGE GREATER THAN 24' 3'-0' .2'- UPPER FLOOR PLAN 6. CARBON MONOXIDE DETECTORS ARE REQUIRED OUTSIDE EACH SLEEPING AREA 1. LIGHTING SYSTEMS, A MINIMUM OF 50% OF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE COMPACT FLORESCENT OR HIGH EFFICIENCY LAMPS. 1103.2.2 IRC S. PROVIDE STAIRWAY ILLUMINATION PER I.RC. R303.6 9. SEE SHEET Al FOR ADDITIONAL •NOTES. 10. SEE SHEET Al FOR VENTILATION SCHEDULE 11. CONTRACTOR SHALL VERIFY TO INSPECTOR ALL GUARDS AND RAILING SHALL BE CAPABLE OF RESISTING 200 LB LOAD ON TOP RAIL ACTING IN ANY DIRECTION (IRC TABLE 301.5) NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN REFERENCES AND/OR INSTRUCTIONS PERTAINING TO EAC1-1.5I-4EAR WALL INDICATED IN THIS PLAN NOTE: ' CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR REVIEWED FOR ODE COMPLIANCE APPROVED IJUL 17 2013 City of Tukwila BUILDING DIVISION APR 3020W Q 110V S.D. • V.T.O. R 4 5. TYP. U.N.O. I.R.0 I.B.0 WSEC LINE OF CROSS SECTION DETAIL REFERENCE *DETAIL "PACE SMOKE DETECTOR FANS VENT TO OUTSIDE ROD 4 SHELF TYPICAL UNLESS NOTED OTHERWISE INTERNAT. RESIDENT. CODE INTERNAT. BUILDING. CODE WA STATE ENERGY CODE RECEIVED CITY OF TUKWILA MAY 2 4 2013 PERMIT CENTER AREA SUMMARY MAIN FLOOR: UPPER FLOOR: 2,016 1,803 s f. s f. TOTAL: GARAGE: COVE) PORCH: 3,819 665 55 s f. sf. s f. hereby copyright rights dsigns. plane changed manner b® assigned without written r:)asi on these over shall all dimensions the Job must '.artation conditions construction drawins. with ISSCCI) URBAN DESIGN GROUP reserves it's common law and other property in these plane, ideas and These idea e, detente, and arc not to be reproduced, or copied In any form or whatsoever, nor are they to to any third party, first obtaining the express permission from URBAN xN ROUP. Written dimensions shall have precedence scale 11meneione. Contractors verify and be responsible for and conditions of and URBAN DESICxN Ca ROUP be notified In writting of any from the dimnslone, and specifications shown by tie All shall be in accordancd the standard building cod. an state and local codes. COPYRIGHT® 2010 URBAN DESIGN, INC. ,, F- 0 al 0 ii O)ii; Q.) k_...) i, Z 9 41- 0 0 '<:::[ Q_....) 0 cU .— R .......v Ci (D Q_..) V ccO c ii _ip cD c _{,_) � , X X t, ________ URBAN DESIGN GROUP 879 RAINIER AVE. N. SUITE A200 RENTON, WA 9507 1=1-1:(206) S3S-S250 E: admineurbandesigns.us Y DRAWN BY: AVA DATE ISSUED: 3/22/13 MODIFIED BY: ENGINEER: NN REVISION A REVISION Q Fro J eat No.: 13113 S +•--E A\3 ,F4 E_ E= T CONT. METAL GUTTER ON 5/4XS FASCIA BOARD TYP. 36" H. GUARDRAIL CONT. METAL GUTTER ON 5/4XS FASCIA BOARD TYP. STUCCO FINISH, TYP. CONT. METAL GUTTER ON 5/4XS FASCIA BOARD TYP. rThN COMP. SHINGLES TYP. 6:12 IG -1T "EAST" ELEVATION SCALE: 1/4' = 1'-0' SHINGLES TYP. 6:12 PL. UPPER FLOOR 3' STUCCO BUILD OUT DECORATIVE FOAM MOLDING (TYP.) UPPER FLOOR PL. 9 MAIN FLOOR EXCEPT ENTRY/STAIRCASE STUCCO FINISH, TYP. MAIN FLR. FINISHED GRADE COVERED ENTRY PORCH —FIELD VERIFY RADIUS WRAP -ROUND COLUMN 3' STUCCO BUILD OUT FRONT "SOUTH" ELEVATION SCALE: 1/4' = 1'-0" APR a() 2014 ELEVATION NOTES: VERIFY SHEAR WALL NAILING 4 1 -101 -DOWNS PER PLAN PRIOR TO INSTALLING SIDING. 2. MASONRY 4 WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.C. CHAPTER 10 3. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. 4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.R.G. R103.5 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.C. R9032 4 R9032.1 6. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR 4 GARAGE -INTERIOR DOORS. 1. S. PROVIDE CONTINUOUS GUTTERS 4 DOWNSPOUTS 6 ALL EAVES, TYP. ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY VISIBLE FROM THE STREET FRONTAGE. MIN. 4' HEIGHT, 1/2' STROKE WIDTH AND CONTRASTING BACKGROUND. 9. PROVIDE STAIRWAY ILLUMINATION PER I.R.C. 8303.6 10. SEE SHEET Al FOR ADDITIONAL NOTES. 11. PROVIDE SURFACE DRAINAGE 6' : 10' MIN. AWAY FROM HOUSE FOOTPRINT IRC R401.3 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 17 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 2 4 2013 PERMIT CENTER NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR hereby copyright rights designs. plans changed manner be assigned without written DESIGsN on these over shall all dimensions the Job must variation conditions construct1on drawings. with CSBCCI) URBAN C,ESIN RCaUF' reserves It's common law and other property In these plans, ideas and These Ideas, designs and are not to be reproduced, or copied In any form or whatsoever, nor are they to to any third party, first obtaIning the express permission from URBAN C=ROUf='. Written dtmenslons shall have precedence scaIe dimnsions. Contractors verify and be responsible for and conditions of and URBAN 1::,E81CaN C. ROUF be notified In writting of any from the dimensions, and specifications shown by these All shall be in accordance the standard building code. an state and local codes. COPYRIGHT® 2010 ULAN DESIGN, INC. 11 U --) Oox o_ Q...) 0 <13 co / Q_.) rThN COMP. SHINGLES TYP. 6:12 IG -1T "EAST" ELEVATION SCALE: 1/4' = 1'-0' SHINGLES TYP. 6:12 PL. UPPER FLOOR 3' STUCCO BUILD OUT DECORATIVE FOAM MOLDING (TYP.) UPPER FLOOR PL. 9 MAIN FLOOR EXCEPT ENTRY/STAIRCASE STUCCO FINISH, TYP. MAIN FLR. FINISHED GRADE COVERED ENTRY PORCH —FIELD VERIFY RADIUS WRAP -ROUND COLUMN 3' STUCCO BUILD OUT FRONT "SOUTH" ELEVATION SCALE: 1/4' = 1'-0" APR a() 2014 ELEVATION NOTES: VERIFY SHEAR WALL NAILING 4 1 -101 -DOWNS PER PLAN PRIOR TO INSTALLING SIDING. 2. MASONRY 4 WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.C. CHAPTER 10 3. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. 4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.R.G. R103.5 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.C. R9032 4 R9032.1 6. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR 4 GARAGE -INTERIOR DOORS. 1. S. PROVIDE CONTINUOUS GUTTERS 4 DOWNSPOUTS 6 ALL EAVES, TYP. ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY VISIBLE FROM THE STREET FRONTAGE. MIN. 4' HEIGHT, 1/2' STROKE WIDTH AND CONTRASTING BACKGROUND. 9. PROVIDE STAIRWAY ILLUMINATION PER I.R.C. 8303.6 10. SEE SHEET Al FOR ADDITIONAL NOTES. 11. PROVIDE SURFACE DRAINAGE 6' : 10' MIN. AWAY FROM HOUSE FOOTPRINT IRC R401.3 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 17 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 2 4 2013 PERMIT CENTER NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR hereby copyright rights designs. plans changed manner be assigned without written DESIGsN on these over shall all dimensions the Job must variation conditions construct1on drawings. with CSBCCI) URBAN C,ESIN RCaUF' reserves It's common law and other property In these plans, ideas and These Ideas, designs and are not to be reproduced, or copied In any form or whatsoever, nor are they to to any third party, first obtaIning the express permission from URBAN C=ROUf='. Written dtmenslons shall have precedence scaIe dimnsions. Contractors verify and be responsible for and conditions of and URBAN 1::,E81CaN C. ROUF be notified In writting of any from the dimensions, and specifications shown by these All shall be in accordance the standard building code. an state and local codes. COPYRIGHT® 2010 ULAN DESIGN, INC. 11 U --) Oox o_ Q...) 0 <13 co Q_.) 0 ,— 4 D o c...D Q.) W „ Z COHi c----- o11— Ki.F II -IP C -ii.-y ____ cs) x 0 0 T --I .-A a 1 0 0 z LIa{X. U] W 0 Zct Q m Et � 819 RAINIER AVE. N. SUITE A200 RENTON, WA 98051 FI-1:(200) 838-8250 E: adminurbandesigns.us Ttbi d �k til§; DRAWN Err: AVA DATE ISSUED: 3/22/13 MODIFIED 'Y: ENGINEER: NN REVISION A REVISION Q Fro j ect No.: 13113 S A\4 E_ E= T _ ,-.,),F COMP. SI -(INGLES TYP. 6:12 —COMP. SHINGLES TYP. 6:12 LEFT UJEST" ELV4TION SCALE: 1/4° = 1'-0° COMP. SHINGLES TYP. 6:12 COMP. SHINGLES TYP. 6:12 REAR 'NORTH" ELEVATION SCALE: 1/4" = XPI • .APR 8 0 20Ni ELEVATION NOTES: 1 VERIFY SHEAR WALL NAILING 4 HOLDOWNS PER PLAN PRIOR TO INSTALLING SIDING. 2 MASONRY 4 WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.RC. CHAPTER 10 3. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. 4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.RC. R103.8 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.C. 89032 4 R903.2.1 6. PROVIDE WEATHER STRIPPING= AT ALL EXTERIOR 4 GARAGE -INTERIOR DOORS. 1- PROVIDE CONTINUOUS GUTTERS 4 DOWNSPOUTS ' ALL EAVES, TYP. 8. ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY VISIBLE FROM THE STREET FRONTAGE. MIN. 4" HEIGHT, 1/2' STROKE WIDTH AND CONTRASTING BACKGROUND. 9. PROVIDE STAIRWAY ILLUMINATION PER I.RC. 8303.6 10. SEE SHEET Al FOR ADDITIONAL NOTES. 11. PROVIDE SURFACE DRAINAGE 6' : 10' MIN. AWAY FROM HOUSE FOOTPRINT IRC R401.3 P1?HOLk REVIEWED FOR ODE COMPLIANCE APPROVED !JUL 17 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 2 4 2013 PERMIT CENTER NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. hereby copyright rights designs. plans changed manner Oa assigned without written DESIN on these over shall all dimensions the ,job must var1atIon conditions conetructTon drawings. with the (9E3CCI) URBAN DE38ICsN G=ROUi= reserves it'e common law and other property in these plane, Ideas and These Ideas, dealers and are not to be reproduced, or copied in any form or whatsoever, nor are they to to any third party, first obtaining the express permission from URBAN C=ROUP. Written dimensions shall haves precedence ecale dimensions. Contractors verify and be responeible for and conditions of and URBAN DESIG=N Cs ROU be notified in wrttting of any from the dimensions, and specifications shown by these All shall be in accordance standard building code. an state and local codes. COPYRIGHT ® MC URIAN DESIGN, INC. 0 in Oux 0_ (1) 0 1D co Q..) 0 V (D Q)j EV- „ Z CO o c 1--d, (4) C -IP 0 X 0 __I _ in 11 a p 13 Et III Z LI Eri W Cl a CO � d6' Q 0 d) 61 1) Q z 6] O z QC '' U - N d ru w i— di CV a) --• w 61 Z N Ot u- al r cri DRAUJN BY: AV4 DATE ISSUED: 3/22/13 MODIFIED BY: ENCS (NEER: NN REVISION A REVISION Q Project No.: 13113 As,::,F Sa- 4E_ T A INSULATION BAFFLE VENTED BLOCKING ATTIC MANUFACTURED TRUSSES 6 24' O.C. CONTINUOUS GUTTER OVER 8" FASCIA FINISH PER ELEVATION OVER 1/2' CDX OR O.S.B. OVER 15Ib FELT OVER FINISH GRADE ATTIC � MANUFACTURED TRUSSES 6 24° O.C. TYPICAL ROOF CONSTRUCTION ARCH. LAM. COMP. ROOFING OVER 15* ROOFING FELT OVER 1/2' COX OR 7/16' 088 SHT'G (CCX PLYWD AT EXPOSED EAVES) MFG. ROOF TRUSSES 6 24' O.C. UPPFr2 Fi nnR di el 0 Z (y O._ 0 typical interior wall 5/8" G.W.B. TYP. R-49 INSUL. (2) 2x4 top plates 2x4 studs 6' o.c. 2x4 bottom plate F UPPER FLOOR 15 } L1/2' G.W.B. TYP. DRM 4 BEAM PER PLAN �o X „_ T --I ..--- to 11 IIIix U n. 0 r3z Z N LI 0 Z� Q m ��// LL.m c) on q 0 .D kTi 0 0 O-0 z ro in 9 @ @- N tU 5W ,.n Z c" Hi � w Z .4 N lY IL r to DRAUJN Err: AVA DATE ISSUED: 3/22/13 MODIFIED 15Y: ENGINEER: NN HALE REVISION Q FrOJ ect NO.: 13113 4e) S.l 4 .E_aT OF 1 T -3/4' T. 4 G. PLYWOOD OVER 11-7/8 TJI FLOOR' JOISTS \ W/ R-30 INSULATION s • • ° °O 11 1 BRIDGE II V I I I I 111111 36' I H I OH RAIL I V I III1 I I 5/S" TYPE 'X' G.W.B.— TYP. 6 GARAGE CEILING W/ LIVING SPACE ABOVE 2®CAR C4iR4CE NOTE: WRAP ALL WALLS, POSTS BEAMS, 4 CEILING W/ 5/8' TYPE 'X' GW8 -4" THICK CONC. SLAB OVER 4" COMPACT SA AND GRAVEL BASE R-30— INSULATION R -2I INSUL. NOOK • .......... v.:.................... ��;,�, ��j���,�!%.!f,.lf�.! �;?!% �.;,�? r.;.!;,.!%.��?N�j�����,.;,���jWW4' ��,.j,,?��j�.;,.�lv,�' �ti O• C ENERAL_ NOTES: R303.6.1 LIGHT ACTIVATION AT STAIRWAYS. ONLY WHERE A STAIRWAY 1-146 SIX OR MORE RiSERS, THERE MUST BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHTNING OUTLET. 8305.1 BATHROOM SHALL HAVE A MINIMUM CEILING HEIGHT OF 6 FT. 8 IN. AT THE CENTER OF THE FRONT CLEARANCE AREA FOR FIXTURES. THE CEILING HEIGHT ABOVE FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE OF BEING USED FOR ITS INTENDED PURPOSE. R311.1.5 LANDING FOR STAIRWAYS. THERE SHALL BE A FLOOR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. - EXCEPTION: A FLOOR OR LANDING IS NOT REQUIRD AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, INCLUDING STAIRS IN AN ENCLOSED GARAGE, PROVIDED THE DOOR DOES NOT SWING OVER THE STAIR R401.3 DRAINAGE. SURFACE DRAINAGE SHALL GRADE AWAY FROM THE FOUNDATION, GRADE NEEDS TO BE A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FT. - EXCEPTION: WHERE LOT LINES OR PHYSICAL BARRIERS PREVENT, 6" IN i0 FT., SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. R612.I WINDOW INSTALLATION. WINDOW MANUFACTURERS MUST PROVIDE INSTALLATION INSTRUCTIONS. INSTALLATION MUST COMPLY WITH THE WINDOW'S INSTALLATION INSTRUCTIONS. 8703.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER-RESISTENT EXTERIOR WALL ENVOLOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASING AS DESCRIBED IN SECTION 8703.8. HALL 3/4' T. 4 G. PLYWOOD OVER 9 1/2 TJI F.J. W/ R-30 INSULATION FAMILY RM. CRAWL SPACE kA i L112. G.W.B. TYP. PL. MAIN FLOOR 2x6 STUDS 16' O.C. W/ R -2I INSULATION TYP. @ MAIN FLOOR FINISH GRADE UILING CRCSS-SFCTION F azi PART TION RAIL INC 114' PART. BD. BULLNOSE HANDRAIL TREADS GLUED 4 SCREWED (INSTALL AFTER ROOF ON) BALLUSTER NNOR P (VERIFYARTITION STYLE) HANDGRIP SECTION * BTWN 11/2" 4 2' MAX.) 10' SHOE RAIL FOR BALLUSTERS ��� NOSING OF TREAD - 2 X 12. STRINGER 2 X BLOCKING 'SIMPSON' LIS50 A. SIDE 1/21 PLYWOOD RISERS (3) 2 X 12 STRINGERS 's' TYPE 'X' G.W.B. TYP. UNDER STAiR STAI �e PROVIDE MIN. 3g,' CLEAR WIDTH AT STAIRWAYS A I SCALE : 3/4" = 1' -ID" SCALE: 1/4' = 1'-0' 2 X 4 CONT. TOP RAIL (CLEAR CEDAR BEVEL TO SHED RAIN) ."c'W'41.VON.W4(4(WiSWO/7\;),NV4, 6 MIL (BLACK) V.B. BARRIER (BLACK) THROUGHOUT CRAWL SPACE MIN. LAP 12', TYP. 2 X 2 CEDAR BALUSTERS SPACED TO PREVENT PASSAGE OF 4' SPHERE 1 X 3. CONTINUOUS CEDAR - TOP 4 BOTT. 4 X 4 CLEAR CEDAR BOTTOM RAIL 4 X 4 CLR CEDAR POSTS A 6' O/C (MAX). BOLT BTU1N DBL DECK JSTS W/ 1/2' d, BOLTS. (2 EA. POST) DEC< RAiL_ INC SCALE : 1 1/2' = ANCHOR BOLTS PER STRUCTURAL PLANS 4 DETAILS, TYP. -D\�-ion APR 3:0 2014 REVIEWED FOR CODE COMPLIANCE APPROVED 1JUL 17 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 242013 PERMIT CENTER NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR URBAN iam81cxN C=ROUP hereby reserves it's common law copyright and other property rie to 1n these plans, ideas and designs. These ideas, deal ns and plane are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third part, without f1rst obtaining the express written permission from URBAN 1::,ESIGzN CzROUP. Written dimensions on these shall have precedence over scale dimensions. Contracture shall verify and be responsible for all dimensions and conditions of the ,]ob and URBAN DESIC=N CsROUP must be notified in writting of any variation from the dimensions, conditions and specifications construction shown by thee drawings. All shall be in accordance with the standard building code. CSE3G1) an state and local codes. COPYRIGHT 0 2810 ULAN DESIGN, NC. Q..) k..-) Q_.) <I D C\,11 K3 o .— (D A Q..) [V c•D C ., (D Z 0 FO O____ - it7Nis al c 4,f(....DCONT 1 (y O._ 0 X „_ T --I ..--- to 11 IIIix U n. 0 r3z Z N LI 0 Z� Q m ��// LL.m c) on q 0 .D kTi 0 0 O-0 z ro in 9 @ @- N tU 5W ,.n Z c" Hi � w Z .4 N lY IL r to DRAUJN Err: AVA DATE ISSUED: 3/22/13 MODIFIED 15Y: ENGINEER: NN REVISION A REVISION Q FrOJ ect NO.: 13113 4e) S.l 4 .E_aT OF 1 1 -8° MIN. 1-IEADROOM (HANDRAIL GRIP SIZE PER IRC 8311.510.3.) 1 1/4" DIA. MIN. HANDRAIL, CONT. FOR FULL LENGTH OF STAiR 2'-10° MIN. / 3'-2 NOTE: SPACING BETWEEN INTERMEDIATE GUARDRAIL MEMBERS TO BE SUCH THAT A SPHERE OF 4" DIA. SHALL NOT PASS THROUGH ANY OPENING HANDRAILS PER IRC 8311.5.6 BALUSTERS TO CONFORM TO IRC R312.2 36" MIN. STAIRWAY WIDT PER IRC R311.5.1 10" MIN. TREAD 16d • 4" O.C. 2X4 THRUST BLOCK BELOW STAIR INSTALL 1/2" G.W.B. 6 CEILING 4 WALLS (3) 2X12 STRINGERS FIRE BLOCKING 6 MID -SPAN NOTE: GREATEST AND LEAST TREAD 4 RISER SHALL NOT VARY MORE THAN 3/5" (PER IRC R3I1.5.3.1 4 8311.5.32) (3) Sd TOE NAIL STRINGER TO THRUST BLOCK JOIST OR BLOCKING FLOOR BELOW NOT TO SCALE (i) INTERIOR STAIR GUARDRAIL / 1/2 WALL AIR ZONE DISTRi5UTiON CALCULATION 1/6z- BREATHING ZONE OUTDOOR AIRFLOW. V6z = RpPz + RaAz Az - 2,089 ZONE FLOOR AREA - 6 - ZONE POPULATION Rp - 10 CFM AVG PEOPLE OUTDOOR AIR RATE Ra - .06 - AREA OUTDOOR AIR RATE Vbz =10X6 + .06 X 2,08e = 185.34 (42.6 cfm/pp) • Voz - ZONE OUTDOOR AIRFLOW Voz = Vbz/Ez(ZONE DISTRIBUTION EFFECTIVENESS) Voz = 185.34 / 0.1 = 264.7.5cfm FOR SiNGLE ZONE SYSTEMS, AIR INTAKE FLOW (Vot) 15 EQUAL TO ZONE OUTDOOR AIR FLOW (Voz) EGRESS NOTE: GUARDS SHALL BE NOT LESS THEN 36 INCHES iN HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30" A.F.F. SHALL HAVE GUARDS NOT LESS THAN 34 IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. 1/2" G.W.B. 2X4 OR 2X6 WOOD STUDS JOIST OR BLOCKING 6 FLOOR BELOW NOT TO SCALE 2 X 4 WOOD BLOCKING WATER HEATER GYPSUM WALLBOARD (DRYWALL) 1/4'? x 4" LAG :SCREW WITH FLAT WASHER 3/4' X 22 GAUGE (MIN.) ETAL STRAPPING FLAN WATER HEATER l C2) GUARD (1/2 WALL) NOTE: PROVIDE SEISMIC STRAPPING OF THE WATER HEATER PER UPC. NOTE: DON NOT USE PLAMBER'S TAPE, USE HEAVE -GAUGE METAL STRAPPING 22 GAUGE (MIN.) X 3/4" WIDE METAL STRAPS. DRILL PILOT HOLE ON CENTERLINE OF STUD, INSERT 1/4'? X 4" LAG SCREW THROUGH HOLE IN STRAP. USE WASHERS. INSULATION PER PLAN 2X STUD WALL PER PLAN 1/2" CDX PLYWOOD SHEATHING 2 LAYERS GRAPE D BLDG. PAPER WEATHER RESISTANT BARRIER CORROSION RESISTANT (GALV.) METAL LATH ADHERED STONE VENEE TYPE "N" MORTAR JOINT TYPE "N" MORTAR SEATING BED 26 GA GALV. CORROSION - RESISTANT WEEP m SCREED -OVERLAP BLDG, z PAPER -LATH TO COVER 4 E TERMINATE ON FLANGE FOUNDATION WALL 4' MIN. (SCREED TO GRADE) 2' MN. (SCREED TO PAVEMENT) 7'7 VVVV\ i\\r\\r\\i\\r\\i\\i\\i\\ 4 • • d OPT. VENEER BLW. GRADE CONDITION - P.T. PLYWD CONC. NAIL TO FDN. WALL NOT TO SCALE ELEVATION ANCHOR WATER HEATER TO BASE - BASE TO FLOOR RAISE PILOT LIGHT 18' ABOVE FIN. FLR. The Uniform Plumbing Code 2009 (UPC), section 510.5: "In seismic zones 3 and 4, 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 (I/3) and lower one-third (1/3) of its vertical dimensions. At the lower point, a minimum of four (4) inches shall be maintained above the controls with the strapping. 1) 2009 UPC requires that all water heaters be strapped to resist motion during an earthquake. UPC 510.5 states that water heaters must be strapped in at least 2 placest upper and lower 1/3 of the tank and the lower strap must be at least 4 inches above. the controls. 2) Expansion tanks are required with closed plumbing systems per UPC section 608.3 3) Insulation is required on all hot water pipes. 4) If wall studs are not properly located to allow adequate anchorage, attach min. 2x4 cross brace to studs with I/4' x 4' lag screw and washers. Then attach anchor strap to cross brace with lag screw and washers. UPC 508.2 5) Provide protective steel or concrete bollard if water heater is places in front of a parking stall. Provide adequate anchorage to floor. 6) Provide 6 inches of clearance from exhaust pipe to combustibles. 7) Provide solid blocking between wall and tank SCALE: 1/2" =1'-0" EGRESS ADI-IERED VENEER 0/ SI-4EATNING WATER EATER SEISMIC STRAFFING ENERGY NOTE HIGH EFFIENCY FURNACE TO BE USED ASA ENERGY CREDIT GLAZING SCHEDULE MINHAS RESIDENCE PROPOSED INSULATION ROOM # OF WNDS. WND. W. WND. H. MANUF. FRAME TYPE WDW. TYPE MODEL NO. AIR GAAP GAS LO -E U-VAL. r (1) AREA , . N.A MAIN FLOOR R-21 PROPOSED VERTICAL U -VALUE . FLOORS OVER UNHEATED SPACES LIVING 1 4.00 6.00 MILGARD VINYL SLIDER " 5120 1/2" AIR YES r0.32 24.00 7.68 LIVING 2 2.00 6.00 MILGARD VINYL CASE. r 5521 1/2" AIR YES '0.32 24.00 7.68 DINING RM 1 4.00 6.00 MILGARD VINYL SLIDER r 5120 1/2" AIR YES ' 0.32 24.00 7.68 DINING RM 2 2.00 6.00 MILGARD VINYL CASE. ' 5521 1/2" AIR YES' 0.32 24.00 7.68 SPICE 1 3.00 4.00 MILGARD VINYL CASE. R 5521 1/2" AIR YES 0.32 12.00 3.84 KITCHEN 1 4.00 4.50 MiLGARD VINYL SLIDER~ 5120 1/2" AIR YES '0.32 18.00 5.76 GREAT RM 2 6,00 6.50 MILGARD VINYL SLIDER IP 5120 1/2" AIR YES 0.32 78.00 24.96 GUEST SUITE 1 . 5,00 5.00 MILGARD VINYL SLIDER r 5120 1/2" AIR YES TT 25.00 8.00 FOYER 1 6.00 5.50 MILGARD VINYL PICTURE r 5320 1/2" AIR YES 0 31 33.00 10.23 • 0.00 0.00 0.00 0.00 UPPER• DEN/BONUS 1 2,50 4.50 MILGARD VINYL CASE. " 5521 1/2" AIR YES'0.32 11.25 3.60 DEN/BONUS 1 5.00 8.00 MILGARD VINYL S.G.D• ' 5621 1/2" AIR YES '0.34 40.00 13.60 LAUNDRY 1 3.00 4.00 MiLGARD VINYL CASE. r 5521 1/2" AIR YES '0.32 12.00 3.84 BEDRM 3 2 2.00 6.00 MILGARD VINYL CASE. ' 5521 1/2" AIR YES 32 24.00 7.68 BEDRM.3 1 4.00 6.00 MILGARD VINYL SLIDER ' 5120 1/2" AIR YES R= 24.00 7.68 M.SUITE 1 9.00 5.00 MILGARD VINYL SLIDER r 5120 1/2" AIR YES '0.32 45.00 14.40 M.SUITE 1 5.00 8.00 MILGARD VINYL S.G.D. ' 5621 1/2" AIR YES '0.34 40.00 13.60 M. BATH 1 5.00 5.50 MILGARD VINYL SLIDER r 5120 1/2" AIR YES "0.32 27.50 8.80 W.I.C. 2 200 6.00 MILGARD VINYL CASE. I° 5521 1/2" AIR YES '0.32 24.00 7.68 W.I.C. 1 4.00 6.00 MILGARD VINYL CASE. r 5521 1/2" AIR YES '0.32 24.00 7.68 GREAT RM 3 6.00 6.50 MILGARD VINYL PICTURE ` 5320 1/2" AIR YES '0.31 '0.32 117.00 BEDRM 2 1 5.00 5.00 MILGARD VINYL SLIDER " 5120 1/2" AIR YES 50% GLASS #REF! '#REF! 650.75 172.07 DOORS WITH MORE THAN NOOK 1 3.00 8.00 SIMPSON WOOD DOOR r 6001 3/4" AIR YES F 0.2 1, 24.001 4.80 DOORS WITH MORE AVG. SKYLIGHTS AND SKYWALLS THAN 50% GLASSTOTAL: 24:00 U -VALUE (VERTICAL GLASS): 4.80 r0.26 GLAZING 1 % = 1 1 TOTAL 1 1 1 AVG. = 1 U -VALUE ' 674.75 1 SKYLIGHT (OVERHEAD 1 S.F. 1 TOTAL: GLASS): = 1 0.001r AREA 0.00 ' #DIV/01 UA r 674.75r 176.87 TOTAL 1 ' 17.39% TOTAL 2 HEATED AREA ' 3879.00 S.F. 2009 WASHINGTON STATE ENERGY CODE CHECKLIST CLIMATE ZONE 1 PROPOSED INSULATION OPTION NUMBER II. CEILINGS R-49 MAX GLAZING PERCENTAGE ALLOWED 25.00% VAULTED CEILINGS R-49 PROPOSED PERCENTAGE GLAZING 16.92% ABOVE GRADE WALLS R-21 MAX VERTICAL U -VALUE ALLOWED 0.32 BELOW GRADE WALLS (INTERIOR) R-21 PROPOSED VERTICAL U -VALUE 0.31 FLOORS OVER UNHEATED SPACES R-30 MAX OVERHEAD U -VALUE ALLOWED 0.50 SLAB PERIMETER R-10 PROPOSED OVERHEAD U -VALUE 0.00 DUCTS IN UNHEATED SPACES • R-8 MAX DOOR U -VALUE ALLOWED 0.20 INSULATED HEADERS R-10 PROPOSED DOOR U -VALUE 0.20 DATE ISSUED: 3/22/13 VAPOR RETARDER 1 4 MIL POLY X FACE STAPLED BACKED BATTS PLYWOOD W/ EXT. GLUE 4 MIL POLY X FACE STAPLED BACKED BATTS PVA PAINT 4 MIL POLY FACE STAPLED BACKED BATES NOT REQUIRED IF VENTILATION SPACE AVERAGE 12" ABOVE INSULATION PVA PAINT VENTILATION SCHEDULE 2009 WASHINGTON STATE ENERGY CODE 1 SYMBOL LOCATION MINIMUM FAN REQUIREMENTS A Bath, Powder, Laundry Min. 50 cfm @ 0.25" WG B Kitchen Min. 100 cfm @ 0.25" WG (Range hood or down draft exhaust fan rated at min.100 cfm at 0.10" WG may be used for exhaust fan requirement.) C Whole House Fan MIN. CFM = 90 MAX CFM = NO MA (IRC 1508.2) (based on 3,879 s.f. floor area & 4 bedrooms) *flow rating @ 0.25" WG *whole house fans located 4 ft. or Tess from interior grille to have a sone rating of 1.5 or Tess measured @ 0.1" WG *whole house fan is required only when using IRC 1508 *AII fans to vent to outside *AII other requirements of 2009 IRC 2009 WHOLE -(OUSE VENTILATION OPTION 1 - INTERMITTEN WHOLE HOUSE VENTILATION USING EXHAUST FANS (IRC M1505.4) * 75 CFM EXHAUST FAN FLOW RATING PER TABLE M1505.2 * FAN CONTROLS: 24 HOUR CLOCK TIMER WITH CAPACITY OF CONTINUOUS OPERATION, MANUAL AND AUTOMATIC CONTROL 4 ACCESSIBLE. * WHOLE HOUSE FANS LOCATED 4 FEET OR LESS FROM THE INTERIOR GRILLE SHALL HAVE A SONE RATING OF 1.0 OR LESS AT 0.1 INCHES W.G. • OUTDOOR AIR SHALL BE DISTRIBUTED TO EACH HABITABLE ROOM BY INDIVIDUAL OUTDOOR AiR INLETS. WHERE OUTDOOR AIR SUPPLIES ARE SEPARATED FROM EXHAUST POINTS BY DOORS, PROVISIONS SHALL BE MADE TO ENSURE AIR FLOW BY INSTALLING OF DISTRIBUTION DUCTS, UNDERCUTTING DOORS, GRILLES, TRANSOMES, OR SIMILAR MEANS. DOORS SHALL BE UNDERCUT A MINIMUM OF 1/2" ABOVE FLOOR COVERING FOUNDATION VENTILATION Crawlspace Area: 2076 s.f. Ventilation Required: 2076 s.f. / 150 = 996.48 s.i. Req'd Use: 14" x 7" Foundation Vents Vent Area = 98 s.i. - 25% reduct.,1/4"mesh = 73.5 s.i. Vents Required = 996.48 s.i. / Vent Area = 13.56 s.i. Provide : 24 14" x 7" Vents, Area = 1764 s.i. Ventilation Provided = 1764.00 s.i. is Greater than 996.48 s.i. Req'd Use: 24 14" x 7" Foundation Vents FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS INSTALL 6 MIL BLACK POLYETHYLENE VAPOR RETARDER GROUND COVER LOCATE VENTS SO AS TO PROVIDE CROSS -VENTILATION OF CRAWL SPACE LOCATE ONE VENT WITHIN 3 FEET OF EACH CORNER OF THE BUILDING NO OPERABLE LOUVERS AT VENTS ROOF VENTILATION Standard Truss/ Scissor Truss Roof Framing Assembly: MAIN FLOOR Roof Area : Ventilation Required: 2410 s.f. 2410 s.f. x 144 s.i. / s.f. / 300 = 1156.8 s.i. Req'd Provide 1/2 ventilation at eaves, 1/2 above midpoint & min. 3 ft. above eave vents Provide 1/2 ventilation at eaves, 1/2 above midpoint & min. 3 ft. above eave vents Eave Ventilation: Eave Ventilation: Birdblocking = Eave Ventilation Req'd = Provide : Min. Ventilation Provided = 4.71 s.i. / I.f. - 25% reduction = 1156.8 s.i. / 2 / s.i. per I.f = 164 I.f. birdblocking. Ventilation = 579.33 s.i. is greater than 3.53 s.i. / I.f. 163.74 I.f. 579.33 s.i. 578.4 s.i. Req'd Upper Roof Ventilation: Upper Roof Ventilation: 7"x7" Attic Roof Jack = Upper Ventilation Req'd = Provide: Ventilation Provided = 49 s.i. each - 25% screen reduction = 1156.8 s.i. / 2 / s.i. of each vent = 16 -7"x7" roof jacks. Ventilation = 588.00 s.i. is greater than 36.75 s.i. each. 15.74 vents 588.00 s.i. 578.4 s.i. Req'd Use : (minimum) Use : (minimum) 164 I.f. birdblocking. Ventilation = 16 -7"x7" roof jacks. Ventilation = 579.33 s.i. 588.00 s.i. Total Min. Ventilation Provided = 1167.33 s.i. IS GREATER THAN : 1156.8 s.i. Req'd ROOF VENTILATION Stick Framed Roof Assembly: LOWER FLOO Roof Area : Ventilation Required: 250 s.f. 250 s.f. x 144 s.i. I s.f.. 1 300 = 120 s.i. Req'd Provide 1/2 ventilation at eaves, 1/2 above midpoint & min. 3 ft. above eave vents Eave Ventilation: Birdblocking = Eave Ventilation Req'd = Provide : Min. Ventilation Provided = 4.71 s.i. / I.f. - 25% reduction = 120 s.i. / 2 / s.i. per I.f. = 17 I.f. birdblocking. Ventilation = 60.053 s.i. is greater than 3.53 s.i. / I.f. 16.99 1.f. 60.05 s.i. 60 s.i. Req'd Upper Roof Ventilation: 7"x7" Attic Roof Jack = Upper Ventilation Req'd = Provide: Ventilation Provided = 49 s,i. each - 25% screen reduction = 120 s.i. / 2 / s.i. of each vent = 2 -7"x7" roofjacks. Ventilation = 73.50 s.i. is greater than 36.75 s.i. each. 1.63 vents 73.50 s.i. 60 s.i. Req'd Use : (minimum) Use : (minimum) 17 I.f. birdblocking. Ventilation = 2 -7"x7" roof jacks. Ventilation = 60.05 s.i. 73.50 s.i. Total Min. Ventilation Provided = 133.55 s.i. IS GREATER THAN : 120 s.i. Req'd Simple Heating System Size: Climate Zone 1 _' Project Information LOT 2 BECKES SHORT PLAT Residence American Classic Homes IndoorDesign Temperature Outdoor Design Temperature Design Temperature Difference (oT) AT= Indoor Outdoor Design Temp Conditioned Floor Area Conditioned Volume Contact Information Alexey Ancheyev 206.838.8250 24 Glazing . _..,. Copy Sum of UA from Glazing Schedule 46 3879 20181 Attic R-49 R-38 Advanced U -Factor X 0.027: 0.026i Single Rafter or Joist Vaulted Ceilings R-38 Vented 723 Area 1820 U -Factor X Area 0.027 Above Grade Walls R-21 I U -Factor 0.056 Floors R-30 X Area U -Factor ' X 0.029 3402 UA 49.1 UA Area = UA 2076 Below Grade Walls U -Factor X 12' Depth Walls; 0.042 3.5' Depth Walls:; 0.041 7' Depth Walls; 0.037 Area 60.2 = UA 0 Slab Below Grade 2' Depth 3.5' Depth 7' Depth F -Factor X 0.59 0.64 0.57 0 UA Slab on Grade F -Factor X R-10 2' perimeter 0.54 1R-10 Full - Heated 0.55 Sum of UA Envelope Heat Load Sum of UA X AT Air Leakage Heat Load ((Volume X 0.6) X Al) X .018)) ength = UA IRE APR 30S REVIEWED FOR CODE COMPLIANCE APPROVED 1JUL 17 2013 1023 470511Btu / Hour Building Design Heat Load Air Leakage + Envelope Heat Loss 57077 Btu / Hour Building and Duct Heat Load If ducts are located in unconditioned space: Sum of Building Heat Loss X 1.15 If ducts are located in conditioned space: Sum of Bui ding Heat Loss X 1 Maximum Heat Equipment Output 150% Building and Duct Heat Loss X 1.50 1.15 65639 Btu / Hour 98458 Btu / Hour City of Tukwila BUILDING DIVISION RECEIVED CiTY OF TUKWILA MAY 2 4 2013 PERMIT CENTER 5 I DRAWN BY: AVA DATE ISSUED: 3/22/13 MODIFIED 15`i': ENGINEER: NN REVISION A REVISION Q Project NO.: 13113 S.1 --I T C%' GENERAL NOTES THE STRUCTURE HAS BEEN DESIGNED TO RESIST COPE PRESCRIBED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS 1-1A5 BEEN COMPLETED. STABILITY OF THE STRUCTURE IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOBSITE SAFETY: ERECTION MEANS AND SEQUENCES: TEMPORARY SHORING, FORMWORK, AND BRACING: USE OF EQUIPMENT AND CONSTRUCTION PROCEIDURE& STANDARDS ALL METHODS, MATERIALS, AND 11101WMANSHIP SHALL CONFORM TO TI4E 2009NtERNATIONA L BUILDINGCODE (15C) AND S I/ASC 1-05 'MINIMUM DESIGN LOADS FOR BUILDING AND OTHERR STRUCTURES AS AMENDED BY LOCAL JURISDICTION PROJECT LOCATION: OCATION: GPS LOCATION: 412153 LAT., -122.4864 LONGIT. SITE ADDRESS: TUKWILA, WA LATERAL FORCES: I. WIND (IBC 1609 4 ASCE 6.0 ): C 16134 ASCE IL SEISMIC ( IB 11.0-13.0): 85 MPH WIND SPEED EXPOSURE - IMPORTANCE FACTOR lw = 1.0 WIND SPEED UP: KzT. L00 SEISMIC DESIGN CATEGORY - D2 SITE. CLASS - p SEISMIC USE GROUP - I OCCUPANCY CATEGORY - II 2% PE IN 50 YR ( 2006 LAT-LON ) USGS-CD 0.2. SEC. (Se) 1229 1.0 SEC. (51) 0.429 VERTICAL FORCES GRAVITY ( IBC 1601 4 TABLE 1601.1 ) SOILS AND FOUNDATION DESIGN CRITERIA (IBC CH. 18): SUBSURFACE INVESTIGATION SHALL BE REQUIRED PER 18032: FOUNDATION DESIGN SHALL BE BASED DETERMINED IN THE ABSENCE OF A SOILS REPORT, THE PRESUMPTIVE LOAD BEARING VALUES DE ERM ED BY LOCAL JURISDICTION 18062 SHALL PER IBC TABLE BE USED: I. SOIL BEARING PRESSURE 1500 P8F 2. ACTIVE PRESSURE - RESTRAINED 45 PCF: 3.. ACTIVE PRESSURE. - UNRESTRAINED 4. PASSIVE RESISTANCE 5. : COEFFICIENT OF FRICTION 6. LOCAL FROST DEPTH 35 PCF 250 PCF 035 12 INCH ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR COMPACTED 'STRUCTURAL BACKFILL'.. AREAS OVER EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (f'c 2000 PSI) OR STRUCTURAL BACK FILL. CONCRETE (IBC CH. 19 4 ACI 318-08) TYPEII O . TYPE1 AN S14AL B - ASTM C-150 0 L E CONCRETE: SHALL BE MADE WItN PORTLAND CEMENT R READY -MIXED PER ASTM C-94 MAXIMUM SLUMP 5'. MINIMUM CEMENT CONTENT 51i2 SACKS PER YARD PROVIDE E% -1%o AIR -ENTRAINED CONCRETE FOR CONCRETE (f'c = 3000 PSI) EXPOSED TO UJEATHER MINIMUM SPECIFIED COMPRESSIVE STRENGTH Mc AT 28 DAYS) IBC TABLE 19043 USE OR LOCATION OF CONCRETE CONSTRUCTION: VC (P51). SPECIAL INSPECTION 4 TESTING REQUIRED FOOTING PADS 4 FOUNDATIONS NOT EXPOSED TO WEATHER 2,500 NOT REQUIRED BASEMENT WALLS NOT • EXPOSED TO UJEATHER 2,500 NOT REQUIRED FOUNDATION STEM UJALLS AND INTERIOR SLABS ON GRADE' 2,500 NOT REQUIRED GARAGE SLAB ANP EXTERIOR FL.ATUIORK 3,000 REQUIRED CONTRACTOR SHALL HAVE AVAILABLE ON SITE A` CONCRETE BATCH TICKET OR RECEIPT OF DELIVERY FOR MIX OF 3000 PSI OR GREATER FOR BUILDING INSPECTOR VERIFICATION IF REQUESTED. REINFORCING STEEL: REINFORCEMENT SHALL CONFORM TO ASTM A-615, DEFORMED AND PLAIN BILLET STEEL BARS FOR REINFORCING STEEL'. BARS SHALL BE GRADE 60 EXCEPT THAT NO. 3 AND 4 MAY BE GRADE 40. BARS SHALL BE DEFORMED. SPLICE SHALL BE 24 BAR DIAMETERS OR 18' MINIMUM. PROVIDE CORNER BARS FOR ALL HORIZONTAL BARS IN WALLS AND FOOTINGS AT INTERSECTIONS. MILL 'TICKET FOR REINFORCING BARS SHALL BE MADE AVAILABLE TO THE BUILDING INSPECTOR AND ENGINEER OF RECORD FOR .VERIFICATION IF REQUESTED. WIRE FABRIC SHALL CONFORM TO ANSI/ASTM A-185, STEEL UJELDED WIRE FABRIC PLAIN FOR CONCRETE PLACEMENT. CONCRETE ACCESSORIES: ANCHOR BOLTS, BARS` AND RODS 51-1ALL CONFORM TO ASTM A-301' 'LOW CARBON STEEL EXTERNALLY AND INTERNALLY THREADED FASTENERS'. CAST -IN-PLACE COLD -FORM STEEL CONNECTORS IN CONCRETE FOR LIGHT'' FRAME CONSTRUCTION SHALL !!!E MANUFACTURED 5Y SIMPSON STRONG -TIE AS SPECIFIED IN THE CURRENT SIMPSON STRONG -TIE ICC ES OR IAPMO ES REPORT. ALTERNATE PRODUCTS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND WRITTEN APPROVAL. REQUEST FOR SUBSTITUTION WILL ONLY BE APPROVED LOTH CURRENT ICC ES OR IAPMO ES REPORT AND A LIST STATING THE PROPOSED ITEM SUBSTITUTION WITH EQUIVALENT OR GREATER LOAD CAPACITY. IN ADDITION, SUBSTITUTIONS WILL BE REQUIRED TO COMPLY WITH THE CURRENT ICC ACCEPTANCE CRITERIA, AC398 (CAST -IN-PLACE COLD -FORMED STEEL CONNECTORS IN CONCRETE FOR LIGHT FRAME CONSTRUCTION) PROPRIETARY CAST -IN-PLACE ANCHOR BOLTS SHALL BE 'SB' AND-'SSTB' ANCHOR BOLTS MANUFACTURED BY SIMPSON STRONG -TIE AS SPECIFIED ON THEIR LATEST CATALOG AND ICC ESR -2611. SUBSTITUTION PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED WITH A CURRENT ICC ES REPORT TO THE STRUCTURAL ENGINEER FOR REVIEW AND WRITTEN APPROVAL. IN ADDITION, SUBSTITUTIONS WILL BE REQUIRED TO COMPLY WITH THE CURRENT ICC ACCEPTANCE. CRITERIA, AC399 (CAST -IN-PLACE PROPRIETARY BOLTS IN CONCRETE) EXPANSION ANCHORS (WEDGE ANCHORS) SHALL BE AS NOTED ON PLANS. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURE'S RECOMMENDATIONS. WHEN NOTED ON CONSTRUCTION DOCUMENTS, INSTALLATION SHALL BE SPECIAL INSPECTED. NON -SHRINK GROUT: MASTER BUILDERS 'MASTERFLOW 928 OR PRE -APPROVED EQUAL GROUT MAY BE PLACED FROM A 25 SECOND FLOW TO A STIFF PACKING CONSISTENCY. FILL OR PACK ENTIRE SPACE UNDER PLATES OR SHAPES. NO. GROUTING SHALL BE DONE BELOW 40 DEGREES F. EPDXY GROUT: SIMPSON STRONG -TIE 'SET', COVERT OPERATIONS 'CIA' GEL, OR PRE -APPROVED EQUAL. TWO PART LOW SAG EPDXY. USE EQUIPMENT, WHICH SHALL ACCURATELY MIX AND DISPENSE. THE COMPONENTS. HOLES SHALL BE DRILLED AT THE DIAMETER AS SPECIFIED BY THE MANUFACTURER BASED ON THE DOWEL BAR OR THREADED ROD :DIAMETER HOLES SHALL BE DRY AND CLEANED WITH PRESSURIZED AIR JUST PRIOR TO INSTALLING GROUT. THE REBAR DOUJEL OR THREADED ROD SHALL BE CLEAN AND INSTALLED SLOWLY, AND SHALL BE ROTATED AS IT IS PUSHED INTO THE HOLE. COLD WEATHER GROUTING SHALL BE DONE WITH PROPER GROUT FORMULA EMBED (9) DIAMETERS MINIMUM UNLESS NOTED OTHERWISE IN PLANS AND DETAILS. GROUTING OPERATION SHALL BE INSPECTED BY AN AGENT AS RECOMMENDED BY THE OWNER INSPECTION: (IBC CH. I SECT. 110 ) CONSTRUCTION SHALL BE SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL AND SUCH CONSTRUCTION OR.WORK SHALL REMAIN ACCESSIBLE AND EXPOSED FOR CONTINUING INSPECTION UNTIL APPROVED. THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL TO MAKE THE INSPECTIONS SET FORTH IN SECTIONS 110.3.1 THROUGH 110.3.10. INSPECTION REQUESTS SHALL BE THE RESPONSIBILITY OF THE BUILDING PERMIT HOLDER WORK SHALL NOT PROCEED BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL SHALL INDICATE ANY OF CONSTRUCTION THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE CONTRACTOR ANY PORTIONS THAT ARE NOT. IN COMPLIANCE TO THIS CODE. ANY PORTIONS THAT 1D0 NOT COMPLY SHALL BE CORRECTED BY THE CONTRACTOR AND SUCH PORTION(5) SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED OR SIGNED OFF BY THE BUILDING OFFICIAL: WOOD CONSTRUCTION (IBC CH. 23 4 NDS) GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER 2009 IBC TABLE 2304.9.1 OR MORE, AS. OTHERWISE SHOWN. PRESSURE TREAT ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY: PROVIDE CUT WASHERS WHERE BOLT HEADS, NUTS AND LAG SCREW HEADS BEAR ON UJOOD. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS ALLOUJED BY IBC SECTIONS 2308.10.42 . OR AS APPROVED PRIOR TO INSTALLATION. WOOD SHEATHING SHALL BE STRUCTURAL "1 PLYIUOO OR O I NTED STRAND BOARD PLYWOOD SHALL BE I OR GROUP 2 SPECIES, C 0 GRADE EXPOSURE 1 CONFORMING TO S 1-83. EACH PANEL SHALL BEAR THE GRADE TRADEMARK OF THE AMERICAN PLYWOO ASSOCIATION. ORIENTED STRAND BOARRRD (05 5) SHALL BE APA RATED STUCT.-1 FOR ROOF AND WALLS AND APA RATED STURDY -I -FLOOR FOR FLOORS EACH PANEL SHALL BE CLASSIFIED AS EXPOSURE I AND SHALL BEAR THE GRADE TRADEMARKOF THE AMERICAN PLYWOOD ASSOCIATION (A A). FRAMING LUMBER STANDARDS: CONFORM TO WEST COAST LUMBER INSPECTION BUREAU IWCLIB), OR WESTERNWOOD PRODUCTS ASSOCIATION (IUWPA). EACH PIECE SHALL BEAR THE SCLIE OR UJUJPA GRADE TRADE- MARK. SPECIES AND GRADE - BASE DESIGN VALUES ( PSI) per NOS STRUCTURAL ELEMENT, SPECIES/GRADE bx. vx fe, ft E: 6x BEAMS AND HEADERS. DFNO. 2 815 110 625 600 425 1300000 4x BEAMS AND HEADERS OF NO. 2 900 180 625 1350 525 1600000 2x JOIST HF NO. 2 850 150 405. 1300 525 1300000 6x POST PFNO. I 1200 110 625 1000 825 1600000 5. 4X POST DF NO. 2 850 180. 625. 1400 500 1600000. 51106 GLU-LAM POST 24F -V4, 24F -V8. 2400 265 650 1650 1100 1100000 GLU-LAM BEAM 24F -V4, 24F -V8 2400 265 650. 1650 1100 1800000 8. 3k2x OR 5'4x PSL BEAM PARALLAM PSL 2900 290 150 2900 2000000 31/2x OR 5'44x LVL BEAM MICROLLAM LVL 2600 285 150 2510 1900000 10. 31/2x OR 514x LSL BEAM TIMBERSTRAND LSL 1100 . 400 680 1400 1300000 IC 2x WALL FRAMING 1 -IF Na 2 850 150 405 1300 525. 1300000 12. 2x WALL FRAMING > 15FT OF NO. 1000 180 625 1500 615 1100000 GLUE -LAMINATED MEMBERS: CONFORM TO ANSI/RITC A190.I. MEMBERS SHALL BE COMBINATION 24F -V4 DOUGLAS FIR FOR SIMPLE SPANS, 24F -V8 DOUGLAS FIR FOR CANTILEVERED. SPANS WITH. EXTERIOR GLUE. I -JOISTS: SHALL BE TRUS JOIST MACMILLAN, OR APPROVED EQUAL, AS INDICATED ON THE STRUCTURAL DRAWINGS. I -JOISTS SHALL BE MANUFACTURED IN ACCORDANCE WITH A CURRENT IC30 REPORT AND APPROVED SHOP AND INSTALLATION DRAWINGS. WOOD TRUSSES (IBC 2303.4) SHALL BE: I. DESIGNED PER IBC 2303A:L1 TO CARRY LOADS LISTED IN THE DESIGN CRITERION AND ANY ADDITIONAL POINT LOADS, UNIFORM LOADS, OR DRAG STRUT FORCES NOTED ON FRAMING PLANS: 2 NON -ATTIC STORAGE TRUSSES SHALL BE DESIGNED WITH A LIVE LOAD OF 20 PSF LOCATED IN THE PLANE OF THE TRUSS. THE MAXIMUM STORAGE SPACE ABOVE THE BOTTOM CHORD SHALL BE LESS THAN 42' HIGH AND 24' WIDE. 3. ATTIC TRUSSES. SHALL BE DESIGNED FOR FLOOR LOADS LISTED IN THE DESIGN CRITERION AND ONTHEFRAMING LANS. LOCATED IN AREASNOTED. RA G PL 4 TRUSS DESIGN DRAWINGS AND DOCUMENT SUBMITTAL (2303.4.1.1) SHALL INCLUDE STRESS ANALYSIS AND PICTORIAL DEPICTION OF EACH TRUSS TYPE FOR THE PROJECT AND INCLUDING A TRUSS PLACEMENT DIAGRAM (2303.42). TRUSS INSTALLATION DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF 4.LICENSED ENGINEER IN THE STATE OF WASHINGTON. APPROVED TRUSS DOCUMENTS SHALL REMAIN ON THE JOE SITE FOR INSPECTION. 5 ALTERATIONS (2303.4.5): TRUSS MEMBERS SHALL NOT BE NOTCHED, DRILLED, SPLICED, OR OTHERWISE` ALTERED IN. ANY WAY WITHOUT WRITTEN APPROVAL OF THE TRUSS DESIGNER ALTERATIONS RESULTING IN THE ADDITION OF LOADS TO ANY MEMBER (E.G. HVAC EQUIPMENT, PIPING, ETC) SHALL NOT BE PERMITTED WITHOUT APPROVAL OF TRUSS DESIGNER 6 TPI I SPECIFICATIONS: THE DESIGN, MANUFACTURE, FABRICATION, AND QUALITY ASSURANCE OF METAL -PLATE -CONNECTED WOOD TRUSSES SHALL BE IN ACCORDANCE WITH TPI I. 1. TRUSSES SHALL BE BRACED TO MANUFACTURE'S SPECIFICATIONS. 8 UNLESS NOTED OTHERWISE ON PLANS, ALL TRUSSES. SHALL HAVE SIMPSON 14-1 CLIPS AT BEARING WALLS. AT GABLE END TRUSSES, PROVIDE SIMPSON A35 AT 24' O.C. PROVIDE STC CLIPS AT ALL TRUSSES OYER NON-BEARING WALLS. EXTERIOR WOOD CONSTRUCTION CONNECTORS: SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE AS SPECIFIED IN THEIR LATEST CATALOG. PROVIDE MAXIMUM SIZE AND QUANTITY OF NAILS, BOLTS, OR. SCREWS SPECIFIED ON CONNECTOR HARDWARE. CONTRACTOR'S PROPOSED SUBSTITUTION OF OTHER MANUFACTURE'S CONNECTORS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND WRITTEN APPROVAL PRIOR TO ORDERING. REQUESTS FOR SUBSTITUTION SHALL INCLUDE CURRENT ICC AND/OR IAPMO ES REPORTS AND A LIST STATING THE PROPOSED ITEM -FOR -ITEM SUBSTITUTION HAS AN EQUIVALENT OR GREATER LOAD CAPACITY. IN ADDITION, SUBSTITUTIONS SHALL COMPLY WITH CURRENT. ICC ACCEPTANCE CRITERIA ACI3 AND/OR IAPMOEVALUATION CRITERIA 002-2001 FOR JOIST HANGERS AND SIMILAR DEVICES AND ICC AC 155 FOR HOLDOUINS AND TENSION TIES. BOLTS, IN WOOD CONNECTORS SHALL CONFORM TO ASTM A-301, GRADE A. STRUCTURAL WOOD. SCREWS: WHERE SPECIFIED OR. REQUIRED BY SPECIFIC HARDWARE, SCREWS SHALL BE 'SDS' STRONG -DRIVE SCREWS MANUFACTURED BY SIMPSON STRONG -TIE. AS SPECIFIED IN THEIR LATEST CATALOG AND ICC ESR -2236. SUBSTITUTION PROPOSED BY THE CONTRACTOR SHALL BE. SUBMITTED WITH A CURRENT ICC ES REPORT TO THE STRUCTURAL ENGINEER FOR REVIEW AND WRITTEN APPROVAL: IN ADDITION,' SUBSTITUTIONS SHALL COMPLY WITH CURRENT ICC ACCEPTANCE CRITERIA AC233 (ALTERNATE DOWEL TYPE THREADED FASTENERS) REQUIREMENTS FOR FASTENERS IN TREATED MATERIAL ALL HARDWARE AND FASTENERS IN PRESSURE TREATED MATERIAL SHALL BE SIMPSON GI85 HDG (1407 DIPPED GALVANIZED) OR 557300 STAINLESS STEEL CONNECTORS OR EQUIVALENT. HOT DIPPED GALVANIZED FASTENERS 51-1ALL BE USED WITH G185 Z -MAX AND HDG CONNECTORS AND STAINLESS STEEL FASTENERS SHALL BE USED WITH 557300 CONNECTORS. DO NOT USE STAINLESS STEEL FASTENERS WITH GI85 Z -MAX OR HDG CONNECTORS. ALL ANCHOR BOLTS, WASHERS, AND NUTS SHALL BE 1407 DIPPED GALVANIZED. 1407. DIPPED OR STAINLESS STEEL NAILS MUST BE USED WHEN FASTENING SHEATHING, STUDS, AND JOIST INTO TREATED MUDSILL. HOT DIPPED GALVANIZED OR STAINLESS STEEL FASTERES SHALL BE USED UJHEN FASTENING DECKING TO TREATED MEMBERS. ABBREVIATIONS, STRUCTURAL DRAWINGS) (THIS LIST APPLIES ONLY TO STRUCTURAL At EL ELEVATION MAX MAXIMUM DIAMETER: EN EDGE NAILING MIN MINIMUM " POUND/NUMBER EQ EQUAL NTS NOT TO SCALE PLUS OR MINUS ES EACH SIDE OC ON CENTER / PER EW EACH WAY 058 ORIENTED; STRAND BOARD SQUARE. FT FOOT OR FEET PL PROPERTY LINE AB ANCHOR BOLT FDN FOUNDATION PSF POUND PER SQUARE FOOT ALT. ALTERNATE FL FLUSH PSI POUND PER SQUARE INCH BLDG. BUILDING ` F.J. ` FLOOR JOIST PW PLYWOOD BLKG BLOCKING FOC FACE OF CONCRETE SHTG SHEATHING BM ' BEAM FOM FACE OF MASONRY STRUCT STRUCTURAL BN BOUNDARY NAILING FOS FACE OF STUD SIM. SIMILAR BOF BOTTOM OF FOOTING FOW FACE OF WALL SQ SQUARE. BOT BOTTOM : FTG FOOTING STD STANDARD BRG BEARING ' GA : GAUGE SW SHEAR WALL C CHANNEL GALV GALVANIZED • S.V. SCREEN VENT CER CAMBER GL GLU-LAM (BEAM) T4G TOUNGUE AND GROOVE CANT CANTILEVER GT : GIRDER TRUSS TOC TOP OF CONCRETE CJ CEILING JOIST HF HEM -FIR : TOF TOP OF FOOTING C.J. CONSTRUCTION JOINT I -GR HANGER TOS TOP OF STEEL C.L. CENTERLINE I -IDR HEADER TPL TRIPLE CONT CONTINUOUS HT HEIGHT TYP. TYPICAL DBL DOUBLE HOR HORIZONTAL LINO UNLESS NOTED OTHERWISE DET DETAIL IN. INCH VERT VERTICAL PIA. DIAMETER JST. JOIST UJ WIDE FLANGE STEEL BEAM DF DOUGLAS FIR L ANGLE W/ WITH DO ` DITTO, THE SAME LVL LAMINATED VENEER W/O WITHOUT EA EACH LUMBER EF EACH FACE ROOF SHTG. PL ELEV. 3 S3 TRUSSES OR RAFTERS 50LE PLATE PER SCHEDULE ED LE ABUTTING VERTICAL PW EDGE FRAMING SIZE PER SCHEDULE DOUBLE TOP PLATE - MIN. LAP SPLICE SHALL BE 1'-0' NAIL W/ 10d 6 4' 0.C. SPECIAL PE L SHEAR -WALL PANELS SEE SCHEDULE FOR NAILING AND HOLDOUJN TYPES `il.. is �I�I�i__ I I V 'V HEAP PE R-1=1 IrOirAR IVI I,DM IE DER RvrPANL rroyorArleArawri Pir 0 4 /NOTE AREAS NOT HATCHED REQUIRES MINIMUM SHEARNALING OR SOLE PLATE NAILING ORANCHOR BOLT SPACING. SEE 'SHEAR WALL SCHEDULE NOTES' 1 TI -IRU 9 (THIS SHEET) PWSHEATRING -&EE SCHEDULE FOR NAILING r 3 S r M GIRDER TRUSS PER PLAN 2x BLOCKING (TYP.) SIMPSON 1-11 (TYP.) FRAMING EDGE F RA NG PER SHEAR WALL SCHEDULE RS A ED LE ADDITIONAL STUDS BEL OW GIRDER IRDER t RUSS PER PLAN 4' FLOOR SHTG. FIN. FLR MST STRAPS PER PLAN U N W U z. 1 PL ELEV. a. FLOOR BEAM PER PLAN BLOCKING ABUTTING VERTICAL PUJ EDGE FRAMING- SIZE PER SCHEDULE BLOCKING REQUIRED AT ALL HORIZONTAL TED - UNSUPPORTED PP R G S-SISCHEDULE PW ED E ZE PER • 9 71 - FIN. FIN. FLR • • • 4iisp/A re er. parriff-j"--7, Imo il.il 4.4 41 Itarmwzg," 9 B.O. PW • 1 MAIN FLOOR JOISTS PER PLAN - (NOT REQD. AT SLAB ON GRADE CONDITION) ° BLOCKING TREATED SILL PL y • S2 'HD' BOLTED HOLDOWN A7 FOUNDATION AS A REQD. PER PLAN Sia' FLOOR SHTG. STRAP HOLDOUJN AT FOUNDATION 'a' + A.B.'S - EMBED 1' MIN. -SPACE PER SHEAR WALL SCHEDULE HD BOLTED HOLDOUN PER PLAN NOTE: 71415 ELEVATION DOES NOT REPRESENT A SPECIFIC SHEAR WALL TYPE OR LOCATION. REFER TO THIS DETAIL FOR VARYING 51-IEAR WALL CONDITIONS, I.E. SHEAR WALL CONNECTION FROM SECOND FLOOR TO MAIN FLOOR SEE TO SHEAR WALL SCHEDULE FOR SPECIFIC NAILING, HOLDOUIN TYPES, AND FRAMING SIZES.- (ELEVATION .1--J2) ADDITIONAL EDGE FRAMING AND HOLDOUJN REQUIRED BELOW EDGE OF UPPER FLOOR SHEAR WALL - SEE PLAN IF REQD. 4. N 2 a 0 2 0. N 0 W sTOR.Y REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL172013 RECEIVED CITY OF TUKWILA MAR 2 l 2013 PERMIT CENTER 3/4' T4G PW SHEATHING- 2X JOISTS * 16' O.C. w I*4 a 16' O.C. EACH WAY *4 TOP $1$4,#40:A $#$$$* ;7, 0 8 E i 4 to SOLE PLATE NAILING PER SHEAR WALL SCHEDULE - EDGE NAILING - SEE GENERAL NOTES 2x RIM TREATED SILL PLATE W/ 3/8' • A.B. 4 I/4'x3'x3' GALV. WASHERS. SEE SHEAR WALL SCHEDULE 8' I'-4' T4G MU SHEATHING - NAIL W/ 8c1 d 6' O.C. EDGES AND 8d * 10' O.C. FIELD. SAWN JOISTS m 16' O.C. SECTION • 11 4' TIGHT LINE _ 4' PEI. DRAIN COVER WI FILTER FABRIC (2) *4 CONT. W/ CORNER BARS; SOLE PLATE NAILING PER SMEAR WALL SCHEDULE EDGE NAILING`- SEE GENERAL NOTES (1) *4 TOP *4 + 16' 0.C, EACH WAY 4 - LAE ON GRADE - REINF. PER PLAN D II 2X RIM BOARD GARAGE SLAB ON GRADE as • 8' I'-4' SECTION 1' \\i4*A444'\*-4 N#4440**Wc*, AltA \,\N, *4.• 16' O.G. EACI-1 WAY CORNER, OR DOOR OR WINDOW PANEL EDGE NAIL SPACING HOLDOWN REQ'D BOTH EDGES OF SHEARWALL NAILING TO STUDS: USE MAX:. QUANTITY SPECIFIED PER STRAP PE ED II FOR DETAILS AND CALLOUTS IN COMMON, SEE TREATED SILL PLATE U1/ gee' • A.B. 4 1/4'x3'x3' GALV: WASHERS: SEE SHEAR WALL SCHEDULE EDGE NAILING := SEE GENERAL NOTES. *4 TOP O 1'-4' FOOTING g SECTION r i'-0' -EDGE OF SI-IEARWAL SEE FLOOR PLANS O .7, DETAIL 4' TIGHT LINE 4' PERF. DRAIN COVER W/ FILTER FABRIC (2) *4 CONT. W/ CORNER BARS (2) STUDS MIN. 6 SHEAR WALL EDGES: NAIL STUDS TO ADJACENT STUD W/ 10d * 12' O.C. PANEL EDGE NAILING. ALSO NAIL TO TOP PLATES SAME A5 EDGE OF SHEARWALL NAILING SHEAR WALL SHEATHING., NAIL TO INTERMEDIATE FRAMING * 12' O.C. HOLDOWN $4e'• 'J' BOLT W/ '1 x 3' x 3' WASHERS AT EACH ANCHOR BOLTS - PANEL EDGE NAIL SPACING STRAP I-IOU:DOWN 51 -EAR WALL: SHEATHING (2) STUDS TREATED SILL PLATE d ' TiG FW SHEATHING - 2X JOISTS 16' O.C. 8 tY E *4 16' O.C. EACH WAY *4 TOP ,"i 4.A.4k 4' T4G PW SHEATHING - SAWN JOISTS m 16' O.C. -� SOLE PLATE NAILING PER. SHEAR WALL SCHEDULE - EDGE NAILING - SEE GENERAL NOTES 2X RIM BOARD $ia' • A.8..41/4'x3'x3' GALV:.WASHERS. TREATED SILL PLATE W/ SEE SHEAR WALL SCI-IEDULE .P4* \`' 5, 4' TIGHT LINE.. 4' PERF. DRAIN COVER W/ FILTER FABRIC 11-4' (2)1'4 CONT. W/ CORNER BARS SECTION; 1 x111701 op (1) *4 TOP — U 4 0 16' O.C.' EACH WAY E -SOLE PLATE NAILING PER SHEAR WALL SCHEDULE II EDGE NAILING - .SEE GENERAL NOTES 2X RIM BOARD GARAGE . SLAB ON GRADE 4J :/,),V\'c("$#, • 8' 1'-4' SECTION FOR DETAILS AND CALLOUTS IN COMMON, SEE PLACE ALT. BARS A5 SHOUN. (2) *4 40 DIA. (20' MIN) TYP ALL CORNER BARS. 40 BAR DIA. LAP TYP 20' MIN. 01. 2' MIN 6' MAX 10' AND ABOVE. 1' CLR TYPICAL REINFORCEMENT PLACING PLAN FOR CONCRETE IUALLS CORNER, OR DOOR OR WINDOW PANEL EDGE NAIL SPACING HOLDOWN REQ'D BOTH EDGES OF SHEARWALL NAILING TO STUDS: USE MAX. QUANTITY SPECIFIED PER STRAP SECTION ¢ EDGE OF SHEARWAL SEE FLOOR PLANS I %'r 'J' BOLT 111 W/ 144' x 3' x 3' WASHERS AT EACH ANCHOR BOLTS (TYP.) DETAIL NOTES 1. VERT. REINF SHOWN IS ADD'L. IF NORMAL WALL REINF IS NOT IN PROPER LOCATION. 2. CORNER BARS ARE SAME SIZE AND SPACING AS HORIZ REINF. 3. WALL DETAILS SHOWN: FOOTING DETAILS SIM. 4. WALLS THICKER THAN S' TO HAVE DOUBLE MAT. OF REINF. 4 8' AND SMALLER. USE SINGLE MAT. (2) STUDS • SHEAR WALL EDGES. NAIL STUDS TO ADJACENT STUD W/ 10c1 * 12' O.C. PANEL EDGE NAILING. ALSO NAIL TO TOP PLATES SAME AS EDGE OF SHEARWALL NAILING SHEAR WALL SHEATHING. NAIL TO INTERMEDIATE FRAMING * 12' O.C. PANEL EDGE NAILING TO SILL PLATE HOLDOUIN PANEL EDGE NAIL SPACING STRAP HOL1 OUJN 1'•I'-0' SHEAR WALL' SHEATHING (2) STUDS SOLE PLATE NAILING FLOOR SHEATHING 2X SOLID ELK. BELOW HOLDOWN RIM JOIST TREATED SILL PLATE 2X BEARING WALL PER PLAN ' T4G PW SHEATHING 2X JOISTS 16' O.C. SOLE PLATE NAILING PER SHEAR WALL SCHEDULE EDGE NAILING - SEE GENERAL NOTES. 4XI0 TREATED 4X4 AT CONT. SPAN BM. 4X6 AT BM. SPLICE (2) *4 EA. WAY 2X BLOCKING AT BEARING WALL ONLY 2X6 X 14' EACH SIDE W/ (5)16d GALV. IN BEAM 4 (5) I6d GALV. IN POST -ANGLE EACH SIDE - SIMPSON A33 W/ (4)10d IN POST (4) SIMPSON PDP -I50 POWDER ACTUATED FASTENERS IN CONCRETE USING SIMPSON PTP -21 `// ` � \; vy/ Sia' T4G PW SHEATHING - SAWN JOISTS to 16' O.C:. BLOCKING tu ,1`j! SECTION -- =1, SOLE PLATENAILING - SEE SHEAR WALL SCHEDULE SI TREATED SILL PLATE W/ 5%' • A.B. 4 1/4' GALV. WASHERS SEE SHEAR WALL SCHEDULE V/\/ 0 *WPZ4V>); *4 EACH WAY CORNER, OR DOOR OR WINDOW THICKENED SLAB EDGE I, *4 TOP EDGE NAILING - SEE SHEAR WALL'` SCHEDULE SI SIMPSON LTP4 (2) PER BLOCKING 4' SLAB ON GRADE (2) *4 CONT. (2) *4 CONT: BOTTOM OF FOOTING. BEYOND. (3)16d INTO BLKG PIPE PARALLEL' TO WALL. 2X6 BLKG. - ATTACH TO JST. IlEP LU/ 4-10d \\ SECTION ' = 11.01 '-0' 0 4' TIGHT LINE 4' PEhF. DRAIN - • COVER WI FILTER FABRIC • -EDGE .OF SHEAR WALL (2) *4 CONT. W/ CORNER BARS POST PER PLAN SIMPSON CB POST BASE PER PLAN 'L' EACH WAY SEE SCHEDULE SECTION PANEL EDGE NAIL SPACING PANE NAIL e18'• 'J' BOLT. W/ 1/4' x 3' x 3' WASHERS AT EACH ANCHOR BOLTS - (TYP.) DETAIL CONT. DOUBLE STUDS * SHEARWALL EDGES. NAIL STUDS TOGETHER 10d 12' 0.C. SEE FTG. SCHEDULE SHEARWALL SHEATHING CONT. FROM TOP PLATE OF WALL TO SILL PLATE HOLDOWN REQ'D BOTH EDGES OF SHEARWALL SOLE PLATE NAILING PANEL EDGE NAILING. ALSO NAIL TO TOP PLATES SAME AS EDGE *OF SHEARWALL NAILING PANEL EDGE NAILING ON SILL PLATE SIMPSON 55T5 ANCHOR BOLT - HOLDOWN SST6 ANCHOR TYPE TYPE HDQS BST1B28 °° ° °° ° SIMPSON 1 DQS' SILL -SHEAR WALL SHEATHING -DOUBLE STUDS - FLOOR 5I-IEATHING RIM JOIST 2)< SOLID BLK BELOW HOLDOUIN SIMPSON CNW TREATED SILL PLATES PI— ATE 1'-0' 1'-0', CTION MIN 1 1I 1/2 PIPE SLEEVE \,,r\�. \/�j�j• NO: PIPE THROUGH / FOOTINGS PERMITTED 6' CONCRETE ALL SIDES OF PIPE. NO EXCAVATION PERMITTED BELOW THIS LINE. STEP FOOTING AS REQUIRED. I. THIS DETAIL SHOWS PERMISSIBLE LOCATION OF PIPES OR EXCAVATION. 2: ' FOR PIPES GREATER THAN 3'-0' BELOW FOOTING, BACKFIL TRENCH WITH STRUCTURAL BACKFILL: TYPICAL DETAIL OF PIPE AT CONCRETE FOOTINGS 1 -EAR WALL PER PLAN 34' T4G FW SHEATHING - JOISTS * 16' O.C. (2) 2X6 MIN. BELOW SHEAR WALL EDGES (BELOW HOLDOWNS) *4*16'O.C. EACH WAY EXTEND STEM WALL 6' PAST END OF SHEAR WALL SECTION r_0' rY APR aOYJfj STHD STRAP HOLDOWN PER PLAN SOLE PLATE NAILING W/ I6da6'O.C. EDGE NAILING SEE GENERAL NOTES EXTEND FOOTING 1'-0' PAST END OF SHEAR WALL CORNER, OR DOOR OR WINDOW PANEL EDGE NAIL SPACING PANE EDGE NAIL PACING 411104 �ir✓ -2X SOLID BLOCKING NAIL ELKG 4 MUDSILL W/ SIMPSON LTP4 SPACE * 16' O.C. TREATED SILL PLATE W/ 34' • 48. 4 1/4'X3'X3' GALV. WASHERS: SEE SHEAR WALL SCHEDULE 04 TOP WAY/KA ZO 8' 1'-4' (2) *4 CONT. W/ CORNER BARS 012 SECTION ,. „ -EDGE OF SHEAR WALL %'r 'J' BOLT W/ 1/4' x 3' x 3' WASHERS AT EACH ANCHOR BOLTS - (TYP.) 0—•)1 DETAIL 1 CONT. DOUBLE STUDS • SHEARWALL EDGES. NAIL STUDS TOGETHER I0d 12' O.C. SHEARIUALL SHEATHING CONT. FROM TOP PLATE OF WALL TO SILL PLATE HOLDOWN REQ'D BOTH EDGES OF SHEARWALL SOLE PLATE NAILING PANEL EDGE NAILING. ALSO NAIL TO TOP PLATES SAME AS EDGE OF SHEARWALL NAILING SIMPSON SSTB ANCHOR BOLT- HOLDOWN 55T5 ANCHOR TYPE TYPE HDQS SSTB25 HHDQI4 SS1B36 SIMPSON 'IDQS° SILL a 0 r. W z REVIEWED FOR CODE COMPLIANCE APPROVED JUL. 172013 City of Tukwila BUILDING DIVISION SHEAR WALL. SHEATHING DOUBLE STUDS SLAB ON GRADE TREATED SILL PLATES RECEIVED CITY OF TUKWILA MAR 2 7 2013 PERMIT CENTER PLATE ww nz 1 L E te 0 Project # 01513 Sheet S2 344' T4G PUJ SHEATHING- NAIL Ul/ 8d 6 6' O.C. EDGES AND Sd +3 10' O.C. FIELD SOLE PLATE NAILING PER SHEAR' WALL SCHEDULE 3/41 T4G PW SHEATHING - NAIL W/ 8d 6 6' O.C. EDGES AND 8d`6 10' O.C. FIELD SOLE PLATE NAILING PER SHEAR WALL SCHEDULE EDGE NAILING 5EE GENERAL NOTES SHEATHING PER PLAN- NAIL W/ 8d * 6' O.C. EDGES 4 8d g 12' O.C. INTERMEDIATE FRAMING MEMBERS SIMPSON RBC -; SPACED AT 6'-0' 0:C.. NOTE: DO NOT ATTACH TO BIRDS MOUTH BLOCKING 1/16' PW SHEATHING - NAIL W/ Sd * 6' O.C. EDGES 4 Sd * 12' O.C. INTERMEDIATE FRAMING MEMBERS -8de6'OZ. PROVIDE 2x SOLID BLOCKING AT 'RBC' LOCATIONS ONLY. �-= HORIZ. ABUTTING PANEL JOINT AT CENTER `. LINE BLOCKING W/ lie' GAP EDGE NAILING AS SPECIFIED PER SHEAR WALL SCHEDULE PW. SEE SHEAR WALL SCHEDULE ON SHEET FRAMING PLANS FOR SPECIFIC NAILING 111/2' TJI JOISTS HEADER PER PLAN - 2x6 5TLIDWALL HORIX. ABUTTING PANEL JOINT AT CENTER LINE BLOCKING W/ It' GAP EDGE NAILING AS SPECIFIED PER SHEAR WALL SCHEDULE PW - SEE SHEAR WALL SCHEDULE ON SHEET FRAMING PLANS FOR SPECIFIC NAILING SIMPSON I -I1 EACH TRUSS HEADER PER PLAN 2x6 STUDWALL PW - SEE SHEAR WALL SCHEDULE ON SHEET SI FOR SPECIFIC NAILING 2X4 GABLE END WA1� BRACE - LOCATE AT. RIDGE 4 SPACE BAL. AT 8'-0' O.C. NOTE: BRACE MAY BE OMITTED IF INTERIOR PERPENDICULAR WALL OCCURS WHERE BRACE IS REQUIRED. PW - SEE SHEAR WALL SCHEDULE ON SHEET 51 FOR SPECIFIC NAILING 2xb STUDWALL SOLE PLATE NAILING PER SHEAR WALL SCHEDULE 2x SOLID BLOCKING OR RIDGE BEAM AS REQUIRED PW - SEE SHEAR WALL SCHEDULE ON SPECIFIC NAILING 8d 6' O.C. 2x LEDGER - NAIL TO PL AND SEAM UJ/ 16d64'O.C. TRUSSES (-2x4 ROOF SHEATHING± EXTEND TO COVER FRAMING BELOW OYERFRAMING. HANGER -E TRUSS - RAFTERS OR TRUSS 2x CONTINUOUS ONNECT CONTINUOUS 2X THRU ROOF SHEATHING TO TRUSS/ RAFTER BELOW WITH (2) I6d NAILS 344' T4G PW SHEATHING - NAIL W/ 8d e 6'. O.C. EDGES AND 8d * 10' O.C. FIELD SOLE PLATE NAILING PER SHEAR WALL SCHEDULE - WALL STEPS BACK BEYOND SEE PLAN EDGE NAILING - SEE GENERAL NOTES NN N NN N NN N NN \ BEAM PER PLAN �\\\�NN NN NN NN NN NN BLOCKING EDGE NAILING AS SPECIFIED PER SHEAR WALL SCHEDULE SEE SHEAR WALL SCHEDULE ON SHEET FRAMING PLANS FOR SPECIFIC NAILING �_- REVIEWED FOR CODE COMPLIANCE APPROVED JUL 17 2013 HANGER PER TRUSS MFR, MFR). MONO -TRUSSES =-- 8d * 6' O.C. PANEL EDGE NAILING. ALSO NAIL TO TOP PLATES SAME AS EDGE OF SHEARUJALL NAILING (2) STUDS SHEATHING SOLE PLATE NAILING FLOOR SHEATHING HGUS HANGER'' RIM JOIST (2) STUDS MST STRAP SNEAK WALL DETAIL W/ SIMPSON MST STRAP fOL I OWN (PER PLAN ) N IDENTIFY LOT LINES Lot lines shall be established on site and made visible to verify distance of building set backs the from lot lines, at time of footing/foundation inspection, prior to pouring concrete. A survey may be required to verify lot lines 9'-2' 1l' -I0' 21'-8' 15'-4' 2X6612' O.C. BALLOON FRAME 18'x24' CRAWL SPACE ACCESS. INSULATE 4 UJEATHER STRIP S2 0I 0 9 NEC. 250.50. A concrete encased grounding electrode is required in" all new concrete footings. The electrode shall consist of at least 20 feet of W' or larger reinforcement bar or #4 copper wire, located near the bottom of the building footing. (NOTE:. 20 foot rebar'shall be one continuous piece tied along side any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) 1 7 F3.0 _J 2'-1 r. F3.0� 4' THICK CONC. SLAB OVER 4' COMPACT SAND AND GRAVEL BASE 16'-3' 62 agiti I• MEM r 82 I'-4',. 12 -4' 82 5jy Oj 4II-9' 'v 5'-6' 4xI0 I F3.0 ��5 I =_JI .r. F3.0 i- 0 �4 0 N 4'-9' 2'-4' 4'-3' 51-4' 2)(8 12' 0.C. BALLOON FRAME L _ _ 52 i///, ri %/ 'I,442%/////s 5'-6' 5'-6' 4x10 \\ : Rte/ 5'-6' CRAWL SPACE 18' MIN. CLEARANCE 6 MIL (BLACK) VISQ. 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I.} I R/ 1 CRAWL SPACE STEP 18' MIN. CLEARANCE 6 MIL (BLACK) VISQ. VAPOR BARRIER W/ MIN. 12' LAP STEP 1'-4' 82 / _ \,. \• Ri 4x10 OVER -FRAME ABOVE FLOOR FRAMING IN ENTRY LEVEL. SEE ARCH, PLANS • 1 \\\ R,i F3.0 20'-0' 1 3'-0' • 2'- / 0 0 X 82 5'-0' 2'-0' - - I F3.0 T 4' CONCRETE SLAB ,ON 4' GRAVEL FILL. OVER COMPACTED EARTH SLOPE SLAB 1/4' PER FOOT PROVIDE *4 BENT BAR (6'XI8') AT STEM WALL - SPACE RENF. AT 12' O.C. -)----1 F3L.0 ___r 1 _J Y'%//®///! v 3'-0' r L F3.0 11'-6' _ J 3'-0' 2'-0' 92- 2'- 3'-0' 4 82 2'-6" 3 64'-0' FOUN4TION / MAIN FLOOR F4MIN& PLAN FOUNDATION VENT ILAtION: PROVIDE CRAWL- SPACE VENTILATION AS PER IBC SEC. 1203.3.1 'CRAWLSPACE AREA' x1/150 = TOTAL VENT AREA REQUIRED (S.F) QTY. OF 1'X14' VENTS REQUIRED: (15 0) 20 SHEARWALL SCHEDULE ( IAC T45LE 2306.3) (1)(2)(4) WALL TYPE (5) SIHTG. . (3) EDGE NAILING LENGTH x GAGE) (6)A.1B. SPACING SOLE PLATE NAILING (GA.) ABUTTING VERT. PUJ EDGES ABUTTING HORIZ. PW EDGES (9)- SOLE PL MUD SILL EDGE FRAMING (VERT) HOLDOUJN TYPES REMARKS/ DETAILS SHEAR (PLF) UPLIFT FORCE DF l/16' 0513 1/16' 0513 l/16' 065 1/I6' 055 l/16' 095 8d 63' O.C. (2,y" X 0.131') ad g 3' Q.C. (2- 2' X0.131') 8d*6'O.C. (2-Y2' X 0.131') 8d*6'O.C. (2-Y211 X 0.131') %' AB. g48'O.C. I661m12'0.C. (3-)i' X 0.135') %a' A.B. a 30' O.C. 16d*12'O.C. (3-y' X 0.135') %' A. * 30' O.C. 16d • 12' O.C. (3Y2'X0.135') S/ 4.5.•48'0.C. I6d 6 12' O.C. (3-)i' X 0.135') %' AB. g48'O.G. 16d*12'O.C. (3-)9X 0.135') 2X6 2x6 3x6 2x6 2x6 2x6 2x6' 2x6 3x6 2x6 2x6 2x6 3x ' 3x6 2x6 2x6 ; 2-2x6 2-2x6 2-2x6 2-2x6 STHDI4RJ STHD10 STHDIORJ STHDI4RJ NONE 214 plf 431 plf 416 plf 138 plf 2.Ik 43 k 1.6 k NOTE: FOR ALL OTHER EXTERIOR WALLS NOT SPECIFIED IN SCHEDULE ABOVE, SEE NOTE 2: IN 'SHEAR WALL SCHEDULE NOTES' FOUNDATION 8 MAIN FLOOR FRAMING NOTES: 1 ALL FLOOR BEAMS SHALL BE 4X10 DF 2 UNLESS NOTED OTHERWISE ON PLAN. NOTE LOCATE BEAMS UNDER BEARING WALL WHERE NOTED ON PLAN. ALL FOOTINGS SHALL BEAR. ON FIRM UNDISTURBED GLACIAL TILL OR STRUCTURAL FILL: SEE GENERAL NOTES FOR ASSUMED ALLOWABLE SOIL LATERAL OR VERTICAL BEARING PRESSURES. THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, CLEAN, AND FREE OF LOOSE MATERIAL OR WATER UJHEN CONCRETE 15 PLACED. OVER EXCAVATION SHALL BE FILLED CONCRETE THE SAME STRENGTH AS FOOTINGS. 4 FINISH GRADE AROUND THE PERIMETER OF THE STRUCTURE SHALL BE DRAINED AWAY FROM THE FOUNDATION FOR RAIN OR IRRIGATION WATER 5. THE CONTRACTOR SHALL FOLLOW THE AVAILABLE GEO-TECH. REPORT FOR THE RECOMMENDED SITE PREPARATIONS BEFORE CONSTRUCTING THE FOUNDATION. 6. ALL WOOF IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. ANY FIELD CUTS, NOTCHES, AND DRILLED HOLES SHALL BE RE -TREATED PER AWPAM4. l ALL FASTENERS 4 HARDWARE IN PRESSURE TREATED OR FIRE TREATED WOOD SHALL BE SIMPSON 'ZMAX' (GI85 1 -IDG , PER ASTM A653). 0 8 PROVIDE DOUBLE JOISTS OR BEAM (PER PLAN) BELOW SHEAR WALL PARALLEL TO 2 TO JOISTS. NAIL WALL SOLE PLATE TO JOISTS OR BEAM PER SHEAR WALL SCI-IEDULE' 2 OR NOTE 8. OF SHEAR WALL SCHEDULE NOTES. PROVIDE Nis' DIA. GALV. ANCHOR BOLTS EMBED 1' MIN. IN CONCRETE. PROVIDE 1/4'X3'X3' GALVANIZED WASHERS AT EACH ANCHOR BOLT. 10. PROVIDE APPROPRIATE BLOCKOUT IN STEM UJALLS OR FOOTINGS FOR PLUMBING 4 ELECTRICAL STUB -OUTS PER ARCH. PLANS. COORDINATE WITH GENERAL CONTRACTOR II. PROVIDE CRAUJI.- SPACE ACCESS PER IBC AND ARCHITECTURAL PLANS. COORDINATE LOCATION IN SITE WITH CONTRACTOR. 12. PROVIDE CRAUJL SPACE VENTILATION PER IBC AND FOUNDATION PLANS. DO NOT LOCATE VENTS WITHIN 8' OF HOLDOWN STRAPS OR HOLDOLLN BOLTS. MAINTAIN 31-0' CLEAR FROM EACH CORNER 13. FOR TYPICAL PLACEMENT OF HORIZONTAL REINF. IN CONCRETE, SEE 10/52. 14. FOR TYPICAL DETAIL FOR INSTALLATION OF PIPES NEAR FOOTINGS, SEE 8/52. 15. CONTRACTOR SI-IALL HAVE AVAILABLE ON SITE A CONCRETE 'BATCH TICKET OR RECEIPT OF DELIVERY FOR MIX OF 3000 PSI OR GREATER FOR BuiLDING INSPECTOR vERIFICATION. CONCRETE SHALL EsE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS Tl4AN 1 PERCENT PER IRC TABLE 4022. SEE GENERAL NOTES IN SHEET SI FOR ADDITIONAL 16. PROVIDE SQUASH BLOCKING BELOW ALL SOLID SAWN OR IBUILT-UP 2X POSTS ALONG EXTERIOR OR INTERIOR STEM WALLS PER DETAIL 4/5I. RECEIVED CITY OF TUKVVILA MAR 2 7 2013 PERMIT CENTER DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. SHEAR WALL SCHEDULP NOTES (MAIN FLOOR): I. SHEAR WALLS NOTED IN SCHEDULE ARE WALLS WITH ADDITIONAL EDGE NAILING, ABUTTING HORIZONTAL AND vERTICAL EDGE FRAMING, AND ANCHOR BOLT SPACING. FIELD NAIL SIZE SHALL MATCH THE EDGE FRAMING SPECIFIED AND BE SPACED AT 12' 0.C. SHEAR NAILING APPLIES TO ALL VERTICAL AND 1-10RIZONTAL ABUTTING SHTG. EDGES, DOUBLE TOP PLATES, AND SOLE PLATES. 2. ALL EXTERIOR WALLS NOT SPECIFIED IN SHEAR WALL SCHEDULE, SHALL BE DESIGNATED AS MINIMUM SHEAR PANELS WITH EDGE NAIL SIZE MATCHING SPECIFIED NAILS IN SCHEDULE AND SPACED AT 6' 0.C. FIELD NAIL SPACING SHALL BE 12' 0.C. 3. SHEATHING SHALL !BE 1/16' 058 UNLESS SPECIFIED 15/32' STRUCTURAL 01 IN SCHEDULE. 4. EXTERIOR SHEAR WALL FRAMING SHALL 5E 2X6 HEM FIR *2 UNLESS NOTED 'DF' (DOUG FIR) IN SCHEDULE. FR,AMING SHALL BE SPACED AT 16' 0.C. 5. INTERIOR SHEAR WALL FRAMING SHALL BE 2X4 (OR 2X6 PER SCHEDULE) HEM FIR *2 SPACED AT 16' 0.C. 6. EDGE FRAMING OR END OF SHEAR WALLS SHALL BE FRAMED WITH: (2) MINIMUM 2X6 (2)(6 WALLS), (2) 2X4 (2X4 WALLS), OR SOLID SAWN POSTS AS NOTED IN THE SCHEDULE. 1. BLOCK ALL UNSUPPORTED HORIZONTAL SHEATHING EDGES WITH 2X6 OR 3X6 AS NOTED IN SCI-IEDULE. ALL VERTICAL ABUTTING SHEATHING EDGES SHALL IBE 2X6 FOR EXTERIOR WALLS OR 2X4 FOR INTERIOR WALLS OR AS t•1OTED IN SCHEDULE. 8. SOLE PLATE SHALL 5E 2X6 FOR EXTERIOR WALLS . SOLE PLATE SHALL BE 2X4 OR 2X6 FOR INTERIOR WALLS. SOLE PLATE NAILING SHALL 5E 16d SPACED 12' 0.0 (MAX. OR LESS AS SPECIFIED IN SCHEDULE) 9. MUD SILLS SHALL BE 2X6 I -IF *2 PI CONTINUOUS AROUND PERIMETER OF FOUNDATION WALL. 10. FOUNDATION ANCHOR SHALL BE %' DIA X le. 4.5. FOR 2X6 MUDSILL OR %' DIA. X 12' Am FOR 3X6 muosius. IF NOT SPECIFIED 5Y THE SHEAR WALL SCHEDULE, ANCHOR BOLTS SHALL BE SPACED NO MORE THAN 48' aa ALL ANCHOR BOLTS SHALL BE EMBEDDED IN CONCRETE 1' MIN. PROVIDE (2) MINIMUM A.B.'S FOR EACH MLIDSILL SECTION. IL PROVIDE 31X3IXY4' GALV. WASHERS FOR EACH ANCHOR BOLT. THE CONTRACTOR MAY USE 3.X3IXY41 GALV. WASHERS WITH DIAGONAL SLOTTED 1-10LES IF STANDARD CUT WASHERS ARE USED AND PLACED AIBOvE THE SLOTTED PLATE UJASHERS. LEGENE) F3.0 \vex INDICATES SPREAD FOOTING PER PLAN AND REINF. PER SCI-IDULE. INDICATES 6X6, 4X4, OR (X) 2X B.U. POSTS ORIGINATING AT THIS LEVEL AND SUPPORTING POINT LOADS FROM ABOVE. INDICATES SHEAR WALLS HOLDOWNS OR FOUNDATION STRAPS PER PLAN. SEE SHEAR WALL SCHEDULE AND ELEVATION. INDICATES BEAM MARK NUMBERS PER PLAN AND STRUCTURAL CALCULATIONS. INDICATES 4X4 POST BELOW CONT. FLOOR BEAMS OR 4X6 POSTS AT FLOOR BEAM NDICATE6 ROUND OR SQUARE SPREAD FOOTING PER PLAN AND SCI-IEDULE. NAIL WITH 8d 6' 0.C. EDGES AND 8d 6 10' 0.C. AT INTERMEDIATE FRAMING MEMBERS 1 F3/2 I DIMENSION (INCHES) 24' 42' 1 THK 10' LONGIT. ALLOWABLE LOAD (KIPS) 42' 24' 10' (3) *4 (3) *4 (3) *5 12.4 K 16.5 K SFREA1D ----00TING DETAIL ism Project # : FLOOR FRAMING NOTES: 1 ALL EXTERIOR HEADERS SHALL BE 6X10 DF"1 UNLESS NOTED OTHERWISE ON PLAN. ALL INTERIOR HEADERS SHALL BE 4X10 DPI UNLESS NOTED OTHERWISE. CONTRACTOR NOTE: SLOPE TOP OF JOISTS AT EXPOSED DECK SEE ARCH. PLAN CONTRACTOR NOTE: SLOPE TOP OF JOISTS AT EXPOSED DECK SEE ARCH. PLAN LVL 1344X111/2 OPEN BELOW ALL EXTERIOR IUALL STUDS SHALL BE 2X6 HEM -FIR "2 SPACED AT 16' O.C. UNLESS NOTED OTHERWISE ON PLAN. ALL INTERIOR WALL STUDS SHALL BE 2X4 HEM FIR 02 SPACED AT 16' O.0 UNLESS NOTED OTHERWISE. FOR TYPICAL WALL FRAMING OR SHEAR UJALL FRAMING SE ELEVATION ON SHEET Sl. PROVIDE SOLID BLOCKING BELOW BEARING WALL OR SHEAR WALL PERPENDICULAR TO JOISTS: NAIL SOLE WALL SOLE PLATE TO BLOCKING PER SHEAR WALL SCHEDULE OR NOTE S. OR SHEAR WALL SCHEDULE NOTES. PROVIDE DOUBLE JOISTS OR BEAM (PER PLAN) BELOW SHEAR UJALL PARALLEL TO TO JOISTS: NAIL WALL SOLE PLATE TO JOISTS OR BEAM PER SHEAR WALL SCHEDULE OR NOTE 10. OF SHEAR WALL SCHEDULE NOTES. 6. PROVIDE JOIST BRIDGING PER JOIST MFR'S RECOMMENDATIONS.' 7.` PROVIDE SOLID 2X OR LVL, RIM JOIST AT EXTERIOR WALL PER PETAL AND PLAN. NAIL WALL SOLE PLATE TO RIM WITW PER SMEAR WALL SCI-IEDULE OR NOTE 10. OF SHEAR WALL SCHEDULE NOTES. 8. FOR JOIST CONNECTION TO FLUSH OR UPSET BEAM ON ONE OR TWO SIDES, SEE DETAIL 0 1/5I 0 11113 30 * Ido' C5I4 X 30'-0' RAP NAL ;.TO.TO' OF LVL BEAM AND 2X4 = •CKING BETWEEN JOISTS FLOOR SHEATHING ONLY: 3/4' T4G PW SEATHING - NAIL U/ ad • 6' O.C. EDGES 4 8d 6 10' O.C. INTERMEDIATE FRAMING MEMBERS V BE:4RING WALL i ii//ilii// (i(i /// LJ 10. 11. NAIL JOISTS TO BEARING WALL TOP PLATES OR TOP OF BEAM WITH (2) 10d TOE NAIL EACH SIDE. FOR SOLID POST OR BUILT UP 2X POST .BEARING ON EXTERIOR OR INTERIOR WALL SEE DETAIL 3/51 12. PROVIDE WEB STIFFENERS AT '1' JOIST BEARING PER MFR'S RECOMMENDATIONS. 13. NOTCHING IN 'I' JOISTS NOT PERMITTED WITHOUT MFR'S APPROVAL. 14. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. ANY FIELD CUTS, NOTCHES, OR DRILLED MOLES SHALL BE RE -TREATED WITH AWPAM4. 15. ALL FASTENERS 4 HARDWARE IN PRESSURE TREATED WOOD OR FIRE -RETARDANT WOOD SHALL BE 'ZMAX'(GI85 HDG PER ASTM A653). OPEN BELOW CONTRACTOR NOTE: SLOPE TOP OF JOISTS AT EXPOSED DECK SEE ARCH. PLAN INDICATES 6X6, 4X4, OR (X) 2X B.U. POSTS ORIGINATING ,4T THIS LEVEL AND SUPPORTING POINT LOADS FROM ABOVE. I raTiffirdrAvi•ZW—:741 Li I I` x � I L�� L '- III ' TJI/230 * 16' 0.C. INDICATES 6X6, 4X4, OR (X) 2X 5.U: POSTS ORIGINATING AT LOWER LEVEL AND SM. PER. PLAN SUPPORTING POINT LOADS FROM TI -115 LEVEL AND ABOVE. INDICATES SPECIAL POST/BEAM CAP PER PLAN OR GENERAL NOTES. INDICATES TOP OF BEAM AND JOIST FLUSH. r -ir INDICATES MANUFACTURED 'I' JOISTS OR SALIN JOIST SUPPORTED BY FACE MOUNTED SIMPSON HANGER /////////// SHEAR WALL SCHEDULE AND ELEVATION. LOW ROOF SHEATHING ONLY: 1/16' OSB SHEATHING - NAIL W/ 8d 6 6' O.C. EDGES AND 8d 19 12' 0.C. INTERMEDIATE FRAMING MEMBERS (TYP.) "%/1/11/1, 0 6X10 INDICATES WALL STRAPS PER SHEAR WALL SCHEDULE AND PLAN. INDICATES SPECIAL BEAM MARK NUMBER O 6X10 PER PLAN AND STRUCTURAL CALCULATIONS:. SEE WALL ELEVATION ON ---------- T SI FOR FRAMING REQUIREMENTS. INDICATES WALL BELOW (DASHED) INDICATES WALL AT THIS LEVEL. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL' DRAWINGS. 51-1EARLUALL 5C1-1EDULE (IBC T45LE 230&.3) 0)(2)(4 WALL(5) TYPE G(3) SHT. EDG NAI ING (LENGTH x GAGE) (6) 'L NAILINGVERT. ABUTTING PW EDGES ABUTTING HORIZ. PUJ EDGESSOLE (0) PL EDGE FRAMINGHOL (VERT .) OWNREMA TYPES KS/SHEAR DETAILS (PLF) UPLIFT FORCE CESOLE ® 7116 OSx BA m :10°13C. (5c12: .I') l6d * 6 O.C; (3-y" X 0:135') 2 6145 2x6 2x62 -2x6 MST37 OR MSTC66B3 Q If . 1.0k WIMP ��ad A) \ 1/16' 055 6 " (2-y2" X OBI) d•6'O.C: , (3y X 0.135) 2x6 2x6 2x6 2-2x6 MST37OR MSTC66153 �� 236 pif 32 k ®® 0 7116' 055 8d *. 6' O.C. (2y" X 0.1319 16d 0 6' O.C. (3y" X 0.135') 2x6 2x6 2x6 2-2x6. NONE NOTE: FOR ALL OTHER EXTERIOR UJALLS NOT SPECIFIED IN SCHEDULE ABOVE, SEE NOTE 2. IN 'SHEAR WALL SCHEDULE NOTES' . I. WALLS NOTED IN SCHEDULE ARE WALLS WITH ADDITIONAL NAILING, ABUTTING HORIZONTAL AN ICA Q VERTICAL FRAMING, AND ANCHOR BOLT SPACING. FIELD NAIL SIZE SHALL MATCH THE EDGE FRAMING SPECIFIED AND BE SPACED AT 12' O.C. SHEAR NAILING APPLIES TO ALL VERTICAL AND HORIZONTAL ABUTTING SHTG. EDGES, DOUBLE TOP PLATES, AND SOLE PLATES. 2. ALL EXTERIOR WALLS NOT SPECIFIED IN SHEAR WALL SCHEDULE, SHALL SE DESIGNATED AS MINIMUM SHEAR PANELS WITH EDGE NAIL SIZE MATCHING SPECIFIED NAILS IN SCHEDULE AND SPACED AT 6' 0.C. FIELD NAIL SPACING SHALL SE 12' O.C. 3. SHEATHING SHALL BE 1/16' 056 UNLESS SPECIFIED 15/32' STRUCTURAL *1 IN SCHEDULE. 4. EXTERIOR SHEAR WALL FRAMING SHALL BE 2X6 HEM FIR *2 UNLESS NOTED 'DF' (DOUG FIR) IN SCHEDULE. FRAMING SHALL SE SPACED AT 16' O.C. 5. INTERIOR SHEAR WALL FRAMING SHALL SE 2X4 (OR 2X6 PER SCHEDULE) HEM FIR '2 SPACED AT 16' O.C. 6. EDGE FRAMING OR END OF SHEAR UJALLS 51-IALL BE FRAMED WITH: (2) MINIMUM 2X6 (2X6 WALLS), (2) 2X4 (2X4 WALLS), OR SOLID SAWN POSTS AS NOTED IN THE SCHEDULE: 1:. BLOCK ALL UNSUPPORTED HORIZONTAL SHEATHING EDGES WITH 2X6 OR 3X6 AS NOTED IN SCHEDULE. ALL VERTICAL ABUTTING SHEATHING EDGES SHALL SE 2X6 FOR EXTERIOR WALLS OR 2X4 FOR INTERIOR WALLS OR AS NOTED IN SCHEDULE. 8, SOLE PLATE SHALL BE 2X6 FOR EXTERIOR WALLS . SOLE PLATE SHALL BE 2X4 OR 2X6 FOR INTERIOR WALLS: SOLE PLATE NAILING SHALL BE 16d SPACED 12' O.0 (MAX: OR LESS AS SPECIFIED IN SCHEDULE) PLOT Project # ROOF FRAMING NOTES: 1. ALL EXTERIOR HEADERS SHALL BE 6XS DF*2 UNLESS NOTED OTHERWISE ON PLAN. ALL INTERIOR HEADERS SHALL BE 4X10 DP2 UNLESS NOTED OTHERWISE ON PLAN: 2. SEE GENERAL NOTES AND TRUSS NOTES BELOW FOR TRUSS DESIGN SPECIFICATIONS. 3: ALL SAWN ROOF JOISTS SHALL BE l -P2 OR BETTER AND SPACED AT 24' O.C. UNLESS NOTED OTHERWISE. PRE-MFRD. TJI JOISTS SHALL BE OF THE SIZE AND SERIES SPECIFIED ON THE PLAN. VERIFY MFRD, PLACEMENT FLAN WITH STRUCTURAL. NOTIFY THIS OFFICE OF ANY CONFLICTS IN LAYOUT BEFORE INSTALLATION. PROVIDE ROOF VENTILATION PER CURRENT IRC OR IBC. SEE ARCHITECTURAL PLANS FOR SPECIFIC REQUIREMENTS: PROVIDE ATTIC ACCESS PANEL PER CURRENT IRC, 15C, AND ARCHITECTURAL PLANS FOR SPECIFIC REQUIREMENTS. UJOOD TRUSSES (IBC 2303.4) SHALLBE: I. DESIGNED PER IBC 2303.4.1.1 TO CARRY LOADS LISTED IN THE DESIGN CRITERION AND ANY ADDITIONAL POINT LOADS, UNIFORM LOADS, OR DRAG STRUT FORCES NOTED ON. FRAMING PLANS. II II II II II J L NON -ATTIC STORAGE TRUSSES SHALL BE DESIGNED WITH A LIVE LOAD OF 20 PSF f1 LOCATED IN THE PLANE OF THE TRUSS. THE MAXIMUM STORAGE SPACE ABOVE THE BOTTOM CHORD SHALL BE LESS THAN 42' HIGH AND 24' WIDE.. ATTIC TRUSSES SHALL BE DESIGNED FOR FLOOR LOADS LISTED IN THE DESIGN CRITERION AND LOCATED IN AREAS NOTED ON THE FRAMING PLANS. TRUSS: DESIGN DRAWINGS AND. DOCUMENT ,SUBMITTAL (2303.4.1.1) SHALL INCLUDE STRESS ANALYSIS AND PICTORIAL DEPICTION OF EACH TRUSS TYPE FOR THE PROJECT AND INCLUDING A TRUSS PLACEMENT DIAGRAM (2303.42). TRUSS INSTALLATION DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE' OF A LICENSED ENGINEER IN TI -IE STATE OF WASHINGTON. APPROVED TRUSS DOCUMENTS SHALL REMAIN ON THE JOE SITE FOR INSPECTION.; 5. ALTERATIONS (2303.4.5): TRUSS MEMBERS SHALL NOT SE NOTCHED, DRILLED, SPLICED, OR OTHERWISE ALTERED IN ANY WAY WITHOUT WRITTEN APPROVAL OF THE TRUSS DESIGNER ALTERATIONS. RESULTING IN THE ADDITION OF LOADS TO ANY MEMBER (E( HVAC EQUIPMENT, PIPING, ETC.) SHALL NOT BE PERMITTED WITHOUT APPROVAL OF TRUSS DESIGNER. 6. TPI I SPECIFICATIONS: THE DESIGN, MANUFACTURE, FABRICATION, AND QUALITY ASSURANCE OF METAL -PLATE -CONNECTED WOOD TRUSSES SHALL BE IN ACCORDANCE WITH TPI L 7. TRUSSES SHALL BE BRACED TO MANUFACTURE'S SPECIFICATIONS. S. UNLESS NOTED OTHERWISE ON PLANS, ALL TRUSSES SHALL HAVE SIMPSON W-1 CLIPS AT EXTERIOR BEARING WALLS: AT GABLE END TRUSSES, PROVIDE SIMPSON A35 AT 24' O.C. PROVIDE STC CLIPS AT ALL TRUSSES OVER NON-BEARING WALLS..__ GIRDER CONTRACTOR NOTE: REFER TO TRUSS MANUFACTURER DWG. . FOR TRUSS LAYOUT AND TYPES. USE THIS DRAWING FOR LOCATION OF SPECIAL 8EI4M SIZES, GIRDER TRUSS AND 3U I L T - UP POST LOCATIONS. NDICATES 6X6, 4X4, OR (X) 2X B.U. POSTS ORIGINATING AT LOWER LEVEL AND SUPPORTING POINT LOADS FROM THIS LEVEL AND ABOVE. -INDICATES. SPECIAL POST/BEAM CAP PER PLAN OR GENERAL NOTES. INDICATES SPECIAL BEAM MARK NUMBER 6X10_ PER PLAN AND STRUCTURAL CALCULATIONS. SEE WALL ELEVATION ON 51 FOR FRAMING REQUIREMENTS. DO NOT SCALE DRAUJINGS. VERIFY ALL_ DIMENSIONS UJITH ARCHITECTURAL DRAWINGS. FLUSH BEAM DICATES TOP OF BEAM AND JOIST FLUSH: -ir -ur DICATES MANUFACTURED : TRUSSES OR ✓` SAWN JOIST SUPPORTED BY FACE MOUNTED SIMPSON HANGER REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1'72013 INDICATES ife,' 056 SHEATHING - NAIL WITH Sd g 6' O.C. EDGES AND ad m 12' 0.C. AT INTERMEDIATE FRAMING MEMBERS (TYPJ COORDINATION CF TRLICTION, INCLUDING VERIFICATION OF DIMENSI0448 4 FIELD CONDITIONS, 18 THE RE - e IBILITr of THE CONTRACTOR ANY DISCREPANCIES SHALL IEE BROUGHT TO THE ATTENTION OF THE DESIGN TEAM PRIOR TO TRICTION. RECEIVED CITY OF TUKWILA MAR 2 7 2C13 PERMIT CENTER Project # :