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HomeMy WebLinkAboutPermit D14-0327 - MINHAS RESIDENCE - NEW SINGLE FAMILY RESIDENCEMINHAS RESIDENCE 5160 S 17OTH ST D14-0327 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov COMBOSFR PERMIT Parcel No: 8125200482 Permit Number: D14-0327 Address: 5160 S 170TH ST Issue Date: 11/21/2014 Permit Expires On: 5/20/2015 Project Name: MINHAS RESIDENCE Owner: Name: MINHAS SUKHJIT SINGH+RUPIND Address: 22014 13TH AVE S , DES MOINES, WA, 98198 Contact Person: Name: SUKHJIT S MINHAS Phone: (206) 790-4894 Address: 22014 13 AVE S , DES MOINES, WA, 98198 Contractor: Name: OWNER AFFIDAVIT ON FILE Phone: Address: License No: Expiration Date: Lender: Name: Address: 111 DESCRIPTION OF WORK: CONSTRUCTION OF 3660 SF SFR WITH 442 SF GARAGE. (PLANS IDENTICAL TO THOSE OF EXPIRED APPLICATION D13-104.) Project Valuation: $488,169.90 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Fees Collected: $12,229.81 Occupancy per IBC: R3 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: HIGHLINE Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 International Fuel Gas Code: 2012 WA Cities Electrical Code: 2012 WA State Energy Code: 2012 2012 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: 1 Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 25 Fill: 10 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: 1 Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: Date: a� LI I hearby certify that I have read and emineJ this permit and know the same to be true and correct. All provisions of law and ordinances gover ng t is 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. j/ Signature: .•� ✓/6'_ Date: f i VI RA Print Name: S"/ gG/J/ f f I 14 /A/1/4 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 9: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 1: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 2: 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. 2436). 4: 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) 5: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. (City Ordinance #2435) 6: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 3: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 7: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 8: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 10: ***PUBLIC WORKS PERMIT CONDITIONS*** 11: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 12: 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 any work after 5:00 p.m. and weekends. 13: Work affecting traffic flows shall be closely coordinated with the Public Works. 14: 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. 15: 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 each night around hauling route (No flushing allowed). Notify Public Works Inspector before 12:00 Noon on Friday preceding any weekend work. 16: Any material spilled onto any street shall be cleaned up immediately. 17: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 18: 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. 19: The Land Altering Permit Fee is based upon an estimated 25 cubic yards of cut and 10 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 20: 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. 21: 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. 22: The house fire sprinkler system shall be designed by a Fire Sprinkler System Designer. Designer shall verify in writing to the Public Works Inspector that a 3/4-inch water meter and service line meets domestic water and fire flow requirements. If domestic water and fire flow requirements are not met, then a 1-inch water meter with a 1-inch service line is required. Refer to attached Public Works Details for 1" FIRE/DOMESTIC SERVICE and/or 1" FLOW -THROUGH SYSTEM. Coordinate with Public Works Project Inspector. 23: 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. 24: S. 170TH STREET AT THIS LOCATION IS WITHIN THE CITY OF SEATAC. CONTACT CITY OF SEATAC FOR STREET USE PERMIT. 25: ***BUILDING PERMIT CONDITIONS*** 26: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 27: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 28: 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. 29: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 30: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 31: All wood to remain in placed concrete shall be treated wood. 32: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 33: 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. 34: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 35: 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. 36: 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). 37: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 38: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 39: 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. 40: ***MECHANICAL PERMIT CONDITIONS*** 41: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 42: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 43: Manufacturers installation instructions shall be available on the job site at the time of inspection. 44: 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. 45: 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. 46: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 47: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 48: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 49: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 50: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 51: 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. 52: 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. 53: 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. 54: 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. 55: 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. 56: 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. 57: 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. 58: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 59: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures 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 ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5180 BACKFLOW - FIRE 1700 BUILDING FINAL** 0301 CONCRETE SLAB 5000 CURB, ACCESS, SDW 0610 ENERGY EFF CERT 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 0708 GAS FIREPLACE INSERT 2000 GAS PIPING FINAL 0606 GLAZING 8004 GROUNDWORK 5040 LAND ALTERING 0502 LATH & GYPSUM 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 5230 PAVING AND RESTORE 0608 PIPE INSULATION 0609 PIPE/DUCT INSULATION 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 9002 ROUGH -IN GAS PIPING 0701 ROUGH -IN MECHANICAL 8005 ROUGH -IN PLUMBING 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 0412 UNDERFLOOR FRAMING 9001 UNDERGROUND 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUl ILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.Tukwi]aWA.gov Combination Permit No. Project No.: 1)14- 0;2(1 Date Application Accepted: Date Application Expires: lottqlH otik1c. (For 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** SITE LOCATION i y— King Co Assessor's Tax No.: Site Address: 7(loQ Q1''1)< 6�✓ r U ) v PROPERTY OWNER Name: Si)1�t-1i t �/� l S. M +N 0AS Address: Z 1 3 I, ✓V City: State: , 4 Zip: CONTACT PERSON — person receiving all project communication Name: £tJ 1'ii % f / ,1,%f . Address: City: State: Zip::q Phone: o ! / rl90 -t7Pfj t, Fax:.2 b l;' 0 2Z�/ .Z�.3 n- Email: _o ek o q / 2- 0 Lk/1' —.d , CBS s GENERAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: W rZO -0462- ARCHITECT OF RECORD Company Name: 11 (6 , ^ Ci Architect Name: !1 y��, ! i( ,e c cf .4242) Address: qm vi City:t6A- State: ult._ Zips ^ 3 CX Phone:(14) Fax: Email: Atiz_shfi.xoody-al, c,s.tr ENGINEER OF RECORD Company Name: V A l A w me Q�� 4 Engineer Name: t Address: ID ,'tea l City: E _ 1 _ State: \ a Zip:gmeit l• Phone: c2a) St i _',;ilax. Email: pnti /� �,�au. _ f' LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: H:\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 1 of 4 PROJECT INFORMATION - tz P Valuation of project (contractor's bid price): $ Scope of work (please provide detailed information): PIj042( ' Cy r l' i.6te) II- pa S Ai 4 4, ; -/o Itmr-/lf' JuS7 L-X /'9/i2-��-. /✓I DETAILED BUILDING INFORAMTION - PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement lst floor i ,, . g 2nd floorari �b 21 Garage carport ❑ 442 Deck — covered INuncovered ❑ Total square footage i i li)- 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 FIXTURES — INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: Value of mechanical work $� fuel type: E electric [ gas kfurnace <100k btu appliance vent ventilation fan connected to single duct thermostat wood/gas stove water heater (electric) emergency generator other mechanical equipment PLUMBING: Value of plumbing/gas piping work $ aq!) bathtub (or bath/shower combo) bidet clothes washer dishwasher floor drain shower lavatory (bathroom sink) sink water closet water heater (gas) lawn sprinkler system gas piping outlets H:Wpplications\Forms-Applications On Line \2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOL _AT:ION — Scope of work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WATER DISTRICT ❑ .. Tukwila ❑ ...Water District # 125 ❑ .. Letter of water availability provided .. Highline ,a.WER DISTRICT .. Tukwila ...Valley View ❑...Renton ❑ .. Sewer use certificate ❑ ...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") ❑ .. Technical Information Report (Storm Drainage) ❑... Geotechnical Report ❑ ...Hold Harmless — (SAO) ❑ .. Bond ❑... Insurance ❑... Easement(s) ❑... Maintenance Agreement(s) ❑ ...Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ .. Right -Of -Way Use - Potential disturbance❑...Construction/Excavation/Fill - Right -of -Way...❑ -or- Non Right -of -Way.. ❑ ❑ .. Total Cut ❑ .. Total Fill ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities 0 .. Frontage Improvements ❑ .. Traffic Control Cubic Yards Cubic Yards ❑... Work In Flood Zone 0... Storm Drainage ❑... Abandon Septic Tank ❑ .. Trench Excavation 0...Curb Cut ❑ .. Utility Undergrounding 0...Pavement Cut ❑ .. Backflow Prevention - Fire Protection 0... Looped Fire Line Irrigation Domestic Water ❑ .. Permanent Water Meter Size " WO # ❑ .. Residential Fire Meter Size " WO # ❑ .. Deduct Water Meter Size ❑ .. Temporary Water Meter Size " WO # ❑ .. Sewer Main Extension Public ❑ - or - Private 0 ❑ .. Water Main Extension Public 0 - 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) ❑ .. water ❑ .. sewer ❑ .. sewage treatment MONTHLY SERVICE BILLING TO: Name: Day Telephone: Mailing Address: City State Zip WATER METER REFUND/BILLING: Name: Day Telephone: Mailing Address: City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES • ,_,.4PLICABLE TO ALL PERMITS IN THIL _PLICAT.ION — Value of construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PROPERTY OWNER OR AUTHORIZED AGENT: Signature: Print Name: SO 14 1.1 J i j S " I‘► l I-' S Day Telephone: Mailing Address: Ze 1 j 3—IA aic So r D s (1 'JtC City Date: / 0 � y1,4 State Zip H:\Applications\Porms-Applications 0n Line\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $9,131.19 D14-0327 Address: 5160 S 170TH ST Apn: 8125200482 $9,131.19 DEVELOPMENT $4,771.60 PERMIT FEE R000.322.100.00.00 0.00 $4,767.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $1,302.38 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $132.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $132.50 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $23.50 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 TECHNOLOGY FEE $268.21 TECHNOLOGY FEE R000.322.900.04.00 0.00 TOTAL FEES PAID BY RECEIPT: R3615 $268.21 $9,131.19 Date Paid: Friday, November 21, 2014 Paid By: SUKHJIT S MINHAS Pay Method: CHECK 721 Printed: Thursday, November 20, 2014 4:43 PM 1 of 1 CSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $3,098.62 D14-0327 Address: 5160 S 170TH ST Apn: 8125200482 $3,098.62 DEVELOPMENT $3,098.62 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R3308 R000.345.830.00.00 0.00 $3,098.62 $3,098.62 Date Paid: Tuesday, October 14, 2014 Paid By: SUKHJIT S MINHAS Pay Method: CHECK 707 Printed: Tuesday, October 14, 2014 1:22 PM 1 of 1 CRWSYSTEMS ZIVA ENTERPRISES INC Page 1 of 2 414 Washington State Department of Labor & Industries ZIVA ENTERPRISES INC Owner or tradesperson JOHNSON, TODD MICHAEL Principals JOHNSON, TODD MICHAEL, PRESIDENT Doing business as ZIVA ENTERPRISES INC WA UBI No. 603 197 960 Parent company ZIVA ENTERPRISES INC GEN CNRTR 5507 W STALEY RD DEER PARK, WA99006 509-998-1905 SPOKANE County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. ZIVAEEI886Q1 Effective — expiration 11 /21 /2012-11 /21 /2014 Bond American Contractors Indem CO Bond account no. 100235908 Received by L&I 11/25/2013 Bond history Insurance Cincinnati Ins Co Policy no. enp0191607 Received by L&I 03/21/2014 Active. Meets current requirements. $12,000.00 Effective date 11 /21 /2013 Expiration date Until Canceled $1,000,000.00 Effective date 03/12/2014 Expiration date 03/12/2015 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603197960&LIC=ZIVAEEI886Q1&SAW= 10/27/2014 ZIVA ENTERPRISES INC Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Page 2 of 2 Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 235,981-00 Doing business as ZIVA ENTERPRISES INC. Estimated workers reported Quarter 2 of Year 2014 "0" Workers L&I account representative T4 / CARIE PICKETT (360)902-5592 - Email: PICC235@Ini.wa.gov Workplace safety and health No inspections during the previous 6 year period. © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Access 11rasltington" (Y hI 51211.1.%-' nment WO,.'llr https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603197960&LIC=ZIVAEEI886Q 1 &SAW= 10/27/2014 INSPECTION RECORD Retain a copy with permit 0114®327 :CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: /h/f//t/n4_ 5 Type of In Lion. W-77-444i Address: ( /6D5/7O'5 Date Called: Special Instructions: Date Wanted: / CD/?S p.m. Requester: Phone No: 03proved per applicable codes. Corrections required prior to approval. COMMENTS: 0/!, REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. D/ O3,2-7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: MeeA , 1---)A/` .4-( Address:/14/4)11/51s' „ 7a) S / 7e " 5 7— Date Called: Special Instructions: Date Wanted: a.R /9 cA3 p.m. Requester: Phone No: a53 a`73 - /57 $ Cgita--oroved per applicable codes. El Corrections required prior to approval. COMMENTS: nspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspecion. fe'e must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .0z L INSPECTION NO. INSPECTION RECORD Retain a copy with permit Diy-o37 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Project: k!i`� Type of inspection; r)ii 4Az Address: � � � (> � `f-��� Date Called: Special Instructions: /4 Date Wanted: a.m, Requester: Phone No: LI Approved per applicable codes. Corrections required prior to approval, COMMENTS: inspector: ��« ti REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. VC INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION D*o3 z7 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit inspection Request Line (206) 438-9350 (206) 431-3670 Project: ✓. ;ih1-s Type of Inspectio .7��/ - Address: -ih D 5 170 s t Date Called: Special Instructions: i4 �, Ili Date Wanted: � f 4r,, Requester: Phone t Jj 2g, 'mil .7e Approved per applicable codes. 0-Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 0/1 -039-7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: , ,1:4 /4-5 Type of Inspect�lp: 11et/ � % ' $( Address: a 5)‘5 /7 .7 ,5 Date Called: Special instructions: „A Date Wanted: ) a.m. Requester: Phone No: LiApproved per applicable codes. NA Ai/e.-4/ COMMENTS: orrections required prior to approval. gi 5" �c� 1:UN U jerr„,3" 7;i` j &=7C ( Od) Inspector: ZI Date: l 1d 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. rigaINSPECTION RECORD Retain a copy with permit INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Dig-037 6300 Southcenter Blvd., 4100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: ,/HA/ AA-S Type of Inspection:. A F7N. Address: / Date Called: Special Instructions: /f/� �'" Date Wanted: �� a:m. m. Requester: Phone No: nApproved per applicable codes. E] Corrections required prior to approval. COMMENTS:A jO" O P£ 1/ ,'a�� c„ /Co,/ Inspector: Date: / REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit ZTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Dig-0,307,7 Project: ,M/4—// /g.S Type of Inspection. ,_ v Y, e /L'i c/ Address: ,too 5-/--7& Sur Date Called: Special Instructions: ' - i Date Wanted: a.ny %am. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: grr-ou Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD *03,2_7 Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project:irip AI,. ivAA Type of lnsp n: ?: va A i : S l x, /?� Date Called: Special Instructions:/ Date Wanted: �r1 Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: elf° Inspector: , J - Date: / .. d next FEE REQUIRED. Prior to p must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. vN INSPECTION RECORD i�lLf Retain a copy with permit ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431•.3670 Permit Inspection Request Line (206) 438-9350 Project: /4, Type of Ins pec;i ' „i' Address: Date Called: 5/4e 5 /7(9'--<'7- Special Instructions: idgt Date Wanted: p.rn. Requester Phone e7I-o 4 e,9 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 14-1° /9ffraVei W€7 4r :— Inspector:.�) L r1 Date: /./.(,lS REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project I kitit S geSidei le e, Type of Inspection: ans Address: i --)C: S "6" Date Called: ////02 1.5- ---- Special Instructions; ii i 1 vi) ,. , v ;--)te , 0 r-- A....0 1 / I it/''"'' 1 " t) insp • 1 Date Wanted: -1 (.2____aTi; p.m Requester: drrat+ Phone Nio.Tri: .) 6253- ge71.3- ApproLJ ved per per applicable codes. Corrections required prior to approval. COMMENTS: \\It (IV4-0 Inspector: 6 4 Date: • REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 'KT1ON NO. PERMIT NO. D/V-60,3.27 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project //w�/ {�/_% Type 9`t-jj'nspectioJl;..--��//y (Z- Address: 5 176 45 Date Ca d- /C, (,� 3es(%/ Special Instructions: Date Wa�e ) ,` (J Requester: Phone No: p, 1gr Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: // Inspector: Date: REINSPE ION FEE REQUIRED. Prior to next inspection, fee must be paid at 63 0 Southcenter Blvd., Suite 100. Call to schedute reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Prolest: Type Inspection: A res W41 , _ Date II : penal Instr lions: Date Wanted: /' Ps/I C . . Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: if,/�J'" REINS?'ECTION FEE REQUIRED. Prior to next inspecjon.ee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectuon. INSPECTION RECORD Retain a copy with permit PEtTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D1v-o32,71 Project: �- Type of Inspectiop -�-- / Address: 5160S 17oliis � Date Called: iorso!5' Special Instructions: Date Wanted: / /� r a.m m. Requester: / Phone No: ElApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Date: r REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Prod ct: AA.4-5 S Type of sp �� on: , r fro. on: d� . t Ad ress: l l %d �` 5,r/i'7 Date Called: '//5 penal Instructions: Date Want. 1//5- r/ _ oTrrr Requester: Phone No: Ap rprp oved per applicable codes. • Corrections required prior to approval. COMMENTS: Inspector: Date: / j r REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit IN ION NO. PERMIT NO. D(Y 03 a-7 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila: WA 98188 (206) 431-3670 Permit Insliection Request Line (206) 438-9350 Proj ct (' (& Type of Inspection: /�L�/�J G / F Address. Sf 6 0 .b . [ 7t f4 Areet Date Called: r Special Instructions: Z`�v/'�( Date Wanted• .. Ter: / ( a.m. p.m. Requ SC. Phone No: Approved per applicable codes. Corrections required prior to approval. OM M ENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. g/4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Dig 03z7 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: fl4iv1.i/S ��S) � Type of Inspection: /Aiit _Gu.u14/ice Address: --l(o0 /7641 sr Date Called: Special Instructions: "i� �/j fril Date Wanted: d — `O4r a.m. p.m. Requester: Phone No: MApproved per applicable codes. Corrections required prior to approval. COMMENTS: 4i)A)1 I�LI Inspector: elOa Date: Q < REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 !bic(-0327 Project: WO) 1-(A5 R-S Type of Inspection: F12-frim i 1)CAddress: 5/0t701A4 Sr Date Called: Special Instructions: -I 3D A ��1 "IR- Date Wanted: g"-2y_K a.m. p.m. Requester: Phone No: 0pproved per applicable codes. El Corrections required prior to approval. COMMENTS: i] �YiA-frna �n9r y Inspector: c J ` Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 bill 0 327 Project: Type of Inspection: 600 . ft.�a/,hI'v'4 Address: 5 4,0 170 )I--ti 5 - Date Called: Special Instructions: 02d) i%) Date Wanted: k' Z/ _/ (C- a.m. p.m. Requester: Phone No: ❑ Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: e7d/ ,z6p4_ Inspector: Da:_Z/73, REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of inspection: Ffl' 4 HUG -- Address: 610 170 .5 Date Called: Special Instructions: 11)' An4 Date Wanted: ZJ- JS a.m. p.m. Requester: Phone No: Approved per applicable codes. L,! Corrections required prior to approval. COMMENTS: `'.Al( ,Qe L Sfleer4 Inspector: Date. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. MO INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 _A/L/-6327 Project: /% M i IV SAS �C4S 1-de..,4/.-cam Type of Inspection: , /1i4,44 i NUJ Address: S/‘0 S l 704 Sr. Date Called: Special Instructions: S`� `q / v Date Wanted: 2_0-/� a.m. p.m. Requester: Phone No: ElApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: ilk T o iiids uf4k_ 1. &!.-e B. //,. est S N 847 Gtlin z Gt.24 77105 .y.,ees ri k 3 Neat it , , 104 f�WW7 Inspector: Date.:70y/.7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 hick 0321 Permit Inspection Request Line (206) 438-9350 Project: On rIQ IAA \s Qe % �— Type of Inspection: ER.erly, ` eer Address: 5/60 (1O4\Si Date Called: Special Instructions: I; (� poi Date•Wanted: 1-19-- I ( a.m. p.m. Requester: Phone No: ti ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: /7A _s7-1Jec 0 Wes if it L& 2?f-- Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 a 3Zr7 Project: Type of Inspection: Address: s6o .S./70`14 Date Called: Special Instructions: / /VO Date Wanted: /1/- 5- a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: P/ 1:1-tl/74( 1NO1dOiP0 ita 5 , 6),(4 Ail C _ NA 1( iUJ i it rAi `f MI6 -it) T¢cI zo i f `tc S D1Zlirr 5 ' Uork Awl e / T i iA Inspector:c J, Dat ,,`.4 r REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 b/L1--63,27 Project: %� I dtil S ae-S16 / 44,' " Type of Inspection: ll l j ip /'f Address: 5/40 /70- sr Date Called: Special Instructions: I ! rt) Date Wanted: a.m. p.m. Requester: / Phone No: / Approved per applicable codes. Corrections require prior to approval. COMMENTS: rr 4e ct,e c\ 1<-c1'L 02 r l vG ri L cOevT,V O ()L cV firoit Efr 6) Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r INSPECTION NO. INSPECTION RECORD Retain a copy with permit bici--o32-7 PERMIT NO. CITY OF TUKWILA'BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: N/) /A ae-S fclekt_c -e. Type of inspection: Rovy h, 11,0 &as V► — Address: 516K 17( sr Date Called: Special Instructions: t1/1 Date Wanted: 'l')'l� a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector`'' ,c Date: -7 -Si -1!- REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. te6 rINSPECTION RECORD Retain a copy with permit CION NO. ©3 f1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: IM ft HAS Res te(e�� c Type of Inspection: U VI I u G Q 5U Address: 6/(0 S l 7O -L Sri Date Called: Special Instructions: P rm Date Wanted: 7-J?- )-) a.m. p.m. Requester: Phone No: Approved per applicable codes. D Corrections required prior to approval. COMMENTS: NIA C,44,66107 Inspector: �6J 1 Date: r- REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ttq_d3Z7 Project: till I 0 gA5 Oesitic-L Type of Inspection: 6 lA2 i ACj Ad Tess: 60 5£ / 7 74 Epec 57 Date Called: ial Instructions: rr/1i Date Wanted: 7 Z %' lc a.m. p.m. Requester: Phone No: IlApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: vGd D ate: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. R CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Pe rmtt Inspection Request Line (206) 438-9350 P • - . /v r 1/5 Y K. Typ of Inspection: a 0 IL - C 11'k-04 Addr s /'� f -(‘ Date Call d: c. �•�� Special Instructions: i Nf�-7 &'•4¼ ,- ate DWant d• r +O j ,Cr a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. OM M ENTS: Inspector: Date? (6 - (S REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 INSPECTION RECORD ri Retain a copy with permit ECTION NO. D(q-63Z7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 Project: P A`h at Typet n(pec t/e( _eciftlr� Address: 6 D [c ` / �0 J. Date Called: Special Instructions: /1i • Date Wanted: T� zt-- (J a.m. p.m. Requester: Phone No: pproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Dyte:��/�i REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P1 y—G 3 z7 Pro ct: AteS l Pt it r eJ Type of Inspection: �n ‘ '.J iktef 5421 k Address; . (60 So. (76 S71. Date Called: Special Instructions: Date Wanted: / 0—Z2—'—I- a.m. p.m. Requester: Phone No: pproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: (c Date — _ 0 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Fc INSPECTION RECORD Retain a copy with permit EN ECTION Na PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 DIY-q2-7 Project: , A'i ( Pt cia-5- KU- Type of In ecti ddress: Si 0 )-0. /70(JY. Date Called: Special Instructions: A-41 Dat Wanted: 5— I2-:' 15- a.m. p.m. Request r: Phone No: pproved per applicable codes. D.Corrections required prior to approval, CO MENTS: Inspector: Da3: REINSP CTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P19-032_7 Proj ct.,,44( kg> /(e_5- Typeofuildisp ction:,,„ err —look' Ai ress- I .*j-Y• Date Called: ,c - i700 „v ecial Instructi n ; afAi Date Wanted: a,m. Requester: Phone No: [3 Approved per applicable codes. COMMENTS: Inspector: Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Pi/ -037-7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ProIject:, , , n (144eif /Of F-K Type of Inspection_ Fogfr D kr< ( ky - / ACC Address: 51k 0 JO- (70-tt•k-J14? Date Called: Special Instructions; Ncoki P44 Date INIntell: P.m. Requester: Phone No: Approved per applicable codes. 0 Corrections required prior to approval. OMMENTS: or, ,,,,_,,,,'1._ ..,.,,,,.,,(A, a5„,,,c, ,,,, e7k- k vs IDpo .) lo y md ,,,,,-, 1-,0 ro of otiLittirvid, i t ct _ ,,, istLI can, v'e ketcc-N / EInspector: Date: I EI REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit IN PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 p-o32,„7 Project: /tic Type of inspectiont rt., %4-(44%10( 7. ri k ti 1 r 41 ff Address: 5160 5d. f7d-kif= Date Called: Special Instructions: 1 [ Iiim Date Wanted:_ 3 - z-o --- I 5- a.m. Pm. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. OMMENTS: D S E REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 NY -03?-7 N Type oFf -6inspt1on: Address: . 5-160 , ( -76 Fit-,5f . Date Called: Special Instructions: Date Wanted: **Flirt 7-11-(1- a.m. P'm' Requester: Phone No: P444, Approved per applicable codes. Corrections required prior to approval. COMMENTS: rfroOde_ yittc-t/ inspector F REINSPECTION FEE REQUIRED. Prior to next in pectic:fn. fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to schedute reinspection. INSPECTION RECORD Retain a copy with permit 1)(1- INSPECTION NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 436-9350 Project; A/c F X Type qf Inspectioki: (cti• NI e, Address: Ss* 0 $d . (-7G/5 6 . Date Called: Special Instructions: 4.43- Date Wanted: __. a ffl. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: (RC26-420 1( (53 Inspector: —Date) ) E REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection, INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., 4100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 032-7 Project: ' t -Type of In pection: , ti- ,.. Address: Date Call 474314 I. Special Instructions: 5-1 iGet 5c); Pet‘rt, Date Wante a.m, A44 Roque er: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: kt C-1[ ('Qcd Inspector: Date. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 436-9350 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 Pf o3 Project Aitui if a c fl\ec AicT (4, Type of Insppction: roo,f-( el r6 , Address: 5(6 0 So. 1 70 n't .ff , Date Called: Special Instructions: / : (70 PA4 Date Wanted: a.rn. P.m 'Requeste : Phone No: 21-1, a q3 I r 73 LJApproved per applicable codes. A Corrections required prior to approval. COMMENTS: 1:::ine74_ .,...,,, 4,, t,,„1..,_ 0. , 13 .r 4i y) 0 kr\VPI ri /-- P (cl IA <44- / ',qv « if Pv0 befr . A - -i- f ( t-tc5- fc;-. ire+-bie cLic Cie 1 ( -•./P- r._ cPts- c- c+ (qui\ Ins pector Date fs_ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER 1j/1/- 0 3?7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: M iAfG1A- )20s{A,</ce___ Type of Inspection: - r‹ WilUOL Address: S/ r;U Suite #: 5 ( 7 0 1-- Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 7'`re. 7t- oK Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: A Inspector:/L (L__ Date: / Z - a k - lc- Hrs.: (100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: , Type of Inspection: Address: 1 60 Suite #: S I ? 04-' Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: -k- Lt.) `-1,2 '1- -- 6 IL -k- '( l4A --- Pik SP c704L --- ok Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: A, iv„c-7___ Date: / ' 7_ i cj Hrs.: v $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Energy Code Support A.ST-IINGTON STATE UNIVI RSITY 10 EXTENSION ENERGY PROGRAM Duct Leakage Affidavit (New Construction) Permit #: House address or lot number: S /4PO .S, / 7U iL City: i/4 wi {/YQ Zip: Vry Cond. Floor Area (ft2): 34 [R-C) 327 Source (circle one): Plan Estimated Measured ❑ Duct tightness testing is not required. The total leakage test is not required for ducts and air handlers located entirely within the building thermal envelope. Ducts located in crawl spaces do not qualify for this exception. Air Handler in conditioned space? 0 yesc]_no Air Handler present during test? [,yes 0 no Circle Test Method: Leakage to Outside Maximum duct leakage: Post Construction, total duct leakage: (floor area x .04) = CFM©25 Pa Post Construction, leakage to outdoors: (floor area x .04) = CFM@25 /Pa Rough -In, total duct leakage with air handler installed: (floor area x .04) = 144 �P CFM@25 Pa Rough -In, total duct leakage with air handler not installed: (floor area x .03) = CFM@25 Pa Test Result: / 1 1 CFM@25Pa Ring (circle one if applicable): Open 1 3 Duct Tester Location: -AWL' , i4 tti Pressure Tap Location: ;N % nJe14 -to 'Q'ti 41io/tA) tars Noi 0-5 1 certify that these duct leakage rates are accurate and determined using standard duct testing protocol. Company Name: a“oes Alb* Fve y 5c4 e. sTech Technician Signature: Date: Phone Number: 253 ' �- 39 ' /7C 5 ician:��cn� RECEIVED CITY OF TUKWILA AUG 1•.4 2015 PERMIT CENTER ENGINEERING ocio STRUCTURAL CAL CULA TONS Minha Residence Tukwila, WA e©1p REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 0 2014 PREPARED FOR CI of Tukwila BUILDING DIVISION Urban Design Group 879 Rainier Ave. N. Suite A200 Rentnon, WA 98057 October 10, 2014 project no. 01513 Date: Rev. Submittals: 10/10/2014 n Submittal t7I1HTh21, RECEIVED CITY OF TUKWILA OCT 1 4 2014 PERMIT CENTER EXPIRES JANUARY 21, 2016 \\ PO BOX 39651 • LAKEWOOD, WA 98496 • PNONE: (253) 58I-338I • (253) 250-665I (cell) • nnengineeringscomcastnet // NN Engineering, P.S. PO Box 39681 I. SEISMIC Minha Residence 10/9/2014 01513.1 Minha L.xmcd Lateral Analysis shall be based on 2012 "International Building Code" (IBC), Section 1613, ASC/SEI 7-10 "Minimum Design Loads for Buildings and Other Structures", Ch. 26 - 30), and Special Design Provision for Wind and Seismic (AWC S DPWS-08) 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 1613.3.3(1&2) SMS Fa.SS SMS = 1.25 (16-36) SM1 := F,•Si SM1 = 0.75 (16-38) Spectral Response Parameters Design Coefficient (ASCE Table 12.2-1): n]iM,:= 6.5 Sto := 3 Cd := 2 Earthquake Load Combination -Allowable Stress Design (ASCE 12.4,2.3) Eh := p•QE E, := 0.20•SDS•I) p := 1.3 LC5 := (1.0 + 0.14SD4D + 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 SZo - Allowable Stress Design (ASCE 124.3.2) LC5os (1.0 + 0.14SDS)•D + H + F + 0.70SZo•QE LC6os (1.0 + 0.105•SDS)D + H + F + 0.525•S1o•QE + 0.75L + 0.75•S LC8os (0.6 - 0.14•SDS)I) + 0.70SZ0•QE + H S1 := 0.50 Fa:= 1.0 F, := 15 2 SDS 3 SMS SDS = 0.83 F'• SDS Determine Seismic Base Shear (ASCE 12.14-11): V w R A. Determine Seismic Dead Loads (D): fr := 15psf Framing Dead Load Pto Opsf Concrete Topping (Floors) Pti := 0psf Roof Tile pw := 7psf Wall Total Floor Dead Load (D): Total Roof Dead Load (D): Df := fr + Pto Dr := fr + Pti Df = 15 psf Dr = 15 psf Page 1 2 SD1 3 SMI SD1 = 0.5 NN Engineering, P.S. PO Box 39681 B. Determine Seismic Weight ND: Overall Building Dimensions : h1 := 9ft h2 := 9ft w2:= 45ft 12 := 58ft wr:= 45ft 1r := 58ft Minha Residence 10/9/2014 01513.1 Minha L.xmcd Height of First Floor Walls Height of Second Floor Walls Average width of second floor Average length of second floor Average width of roof Average length of roof Total Floor/Roof Areas AR := 2572ft2 A�:= 2052ft2 AB := 2012ft2 (ft2) AR = 2572 ft2 A� = 2052 ft2 AB =.2012 ft2 TOTAL WEIGHTS - ROOF DIAPH. + (1/2) 2nd WALLS : Wr:= AR•Dr+[.5•h2•(1r+wr)•2]•pw = 45.07k Exterior Wall Dimensions (ft): L1 := 19.583ft L2 := 25.5ft L3 := 3.667ft L4:= 17.8333ft L5 := 37ft L6 := 9.1667ft L7:= 27ft L8 := 27ft L9:= 7ft L10 := 22ft L11 := 17ft L12 := 13ft L13 := 17ft L14 := 13ft Roof Upper Roof Second Floor + Lower Roof First Floor TOTAL WEIGHTS - 2nd FLR. DIAPH. + (1/2) 2nd WALLS + (1/2) 1st WALLS : W2 := A2'Dr + Dw (h2 + h1)•.51•12] + [pw (h2 + ht)•.5]•w2 W2 = 37.27k TOTAL WEIGHTS - ROOF + FLOOR + WALLS AL= W2 + Wr W = 82.34k C. Determine Seismic Base Shear (ASCE 12.14-11): Vmax :_ F'• SDS W Vmax = 12.67 k R Page 2 NN Engineering, P.S. PO Box 39681 Minha Residence 10/9/2014 01513.1 Minha L.xmcd D. Vertical Distribution of Lateral Forces (ASCE 12.14-12) Fx:= Vm Longitudinal Direction W2 Fllong Vmax Fllong = 5.73 k Wr Frlong W Vmax Frlong = 6.93 k Vrlong Frlong Vrlong = 6.93 k Upper Story Shear Longitudinal V2long Frlong + Fllong Lateral Direction W2 Fllat Vmax Wr Frlat Vmax Vrlat Frlong V2lat Frlong + Fllong w5' := Vrlong Wr V2long w6' :_ w2 Vrlat w7' := 1, V2lat w8' := 12 V2long = 12.67k Fllat = 5.73 k Friar = 6.93 k Vriat = 6.93 k V2lat = 12.67k w5' = 154.08 plf w6' = 281.5 plf w7' = 119.55 plf w8' = 218.4 plf Lower Story Shear Longitudinal Upper Story Shear Lateral Lower Story Shear Lateral Page 3 NN Engineering, P.S. PO Box 39681 Minha Residence 10/9/2014 01513.1 Minha L.xmcd E. Determine Building Redundancy p p = 1.3 Second Floor: WA LL AA Laa := 15.17ft WALL BB Vaa := (L1..5)•w5' Vaa = 1508.69 lb Lbb := 18.67ft Vbb := (L1 + L2)•.5•w5' Vbb = 3473.24 lb WALL CC Lcc := 18.1ft WALL DD Vcc := (L2)•.5•w5' Vcc = 1964.55 lb Ldd := 28.67ft Vdd :_ (L5 + L4)•.5•w7' Vdd = 3277.56 lb WALL EE Lee:= 19.3ft First Floor: WALLA Vee := (L5)•.5•w7' Vee = 2211.61 lb La := 15.3ft Va :_ (L1)•.5•w6' Va = 2756.281b WALL B Lb := 20.5ft Vb :_ (L1 + L2)•w6' Vb = 12690.75 lb WALL C Lc := 12ft Vc :_ (L2)•.5•w6' Vc = 3589.09 lb WALL D Ld := 30.42ft Vd := (L5 + L4)•.5•w8' Vd = 5987.88 lb WALL E Le := 40.58ft Ve :_ (L5)•.5•w8' Ve = 4040.46 lb Page 4 NN Engineering, P.S. PO Box 39681 F. Calculate Earthquake Forces Eiong 0.70 P' 7max Elat 0.7°P'umax Erlong 0.70P'Frlong E2long 0.70P'Frlong AY4. 9n,gti = Erlong Ayamg‘;= Erlong + E2long , 44t = Erlong = Erlong + E2long Minha Residence 10/9/2014 01513.1 Minha L.xmcd Eiong = 11.53 k Elat = 11.53 k Erlong = 6.31 k = 6.31 k E2long Vrlong = 6.31 k V2long = 12.62 k Vrlat = 6.31 k V21at = 12.62k Uniform Loads to Roof/Floor Diaphragm (seismic) LAdjusted to working stress level) w5 := w6 := w2 Erlong Wr E2long w7 :_ Erlong Ir E2long w8 12. w5 = 140.21 plf w6 = 140.21 plf w7 = 108.79 plf w8 = 108.79 plf Base Shear Longitudnal Base Shear Lateral Upper Floor Story Shear Lower Floor Force Upper Story Shear Longitudinal Lower Story Shear Longitudinal Upper Story Shear Lateral Lower Story Shear Lateral Uniform Load Seismic (Roof Diaph. Longit.) Uniform Load Seismic (2nd Floor Diaph. Longit.) Uniform Load Seismic (Roof Diaph. Lat.) Uniform Load Seismic (2nd Floor Diaph. Lat.) Page 5 NN Engineering, P.S. PO Box 39681 Minha Residence 10/9/2014 01513.1 Minha L.xmcd II. Wind on Buildings MWFRS- Part 2 Enclosed Simple Diaphragm ps >'Kz'Ps3o (ASCE Eqn. 28.6-1) Low -Rise Buildings (ASCE Ch. 28) Lateral Analysis shall be based on 2012 "International Building Code" (IBC), Section 1613 and ASC/SEI 7-10 "Minimum Design Loads for Buildings and Other Structures", Ch. 26 - 30), Special Design Provision for Wind and Seismic (AWC SDPWS-08) Simplified Design Wind Pressure, Ps30 (psf) Design Criteria: V asd = 85 mph (IBC Table 1609.3.1) Exposure B Height (h) < 60ft Nominal Design Wind Speed PS30.A 15.9psf•Kz1 Ps3o.B 4.2psf•Kz1 PS30.c 10.6psf•KK Ps3o.D 2.3psf•Ict Ps30.E 13.8psf•Kz1 Ps30.F 9.6psf•Ict Ps3o.G 9.6psf•Kz1 Ps3o.H 7.3psf•Ict Ps30.Eoh 19.3psf•Ict Ps30.Goh 15.1psf•Kz1 Height Above Ground (ft.) X, 0' to 15' X15 :- 1.00 15' to 20' >20 := 1.00 20' to 25' X25 := 1.00 25' to 30' X30 := 1.00 30' to 35' X35 := 1.05 35' to 40' Xao := 1.09 Horizontal Pressure Horizontal Pressure Horizontal Pressure Horizontal Pressure Vertical Pressure Vertical Pressure Vertical Pressure Vertical Pressure Vertical Pressure Vertical Pressure I:= 1 Occupancy Category: II Kzt:= 1.0 Height < least width horizontal dimension 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' P1A :_ >`1s•1•PS3o.A PIA = 15.9psf P2A :_ X20*I'PS30.A P2A = 15.9 psf P3A :_ X25'I•Ps3o.A P3A = 15.9 psf P4A :_ X30'I'PS3o.A P4A = 15.9 psf P5A :_ X35•I'PS30.A P5A = 16.7 psf P6A :_ X40'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 P2B = 4.2 psf P3B :_ X251•Ps3o.B P3B = 4.2 psf P4B :_ >30•1•Ps30.B P4B = 4.2 psf P5B :_ X35'I'Ps30.B P5B = 4.41 psf P6B :_ X40.I•PS30.B P6B = 4.58 psf Wind Pressure (Horiz. (Wall Interior) Plc := X15•I•Ps3o.c Plc = 10.6psf P2c := X2o•I'Ps3o.c P2c = 10.6 psf Pic := X251'Ps30.c P3c = 10.6 psf P4c :_ X3o'1'PS30.c 434c = 10.6 psf P5c :_ X354•Ps3o.c P5c = 11.13 psf P6c :_ X4o•I'PS3o.c P6c = 11.55 psf 10/9/2014 01513.1 Minha L.xmcd ) Wind Pressure (Horiz.) (Roof Interior) Pip := X15•I•PS30.D Pip = 2.3psf P2D :_ X20•I'PS30.D P2D = 2.3 psf P3D :_ %25'I'Ps30.D P3D = 2.3 psf P4D :_ X30'I'PS30.D P4D = 2.3 psf P5D :_ X35'I•Ps30.D P5D = 2.42 psf P6D :_ >40•I•Ps3o.D P6D = 2.51 psf Heiqht Above Ground (ft.) 0' to 15' 15' to 20' 20' to 25' 25' to 30' 30' to 35' 35' to 40' Wind Pressure (Vert.) PIE :_ >' 15'I'PS30.E P1E = -13.8 psf P2E :_ > 20'I'PS30.E P2E = -13.8 psf P3E :_ >'25'I'PS30.E P3E = -13.8 psf P4E :_ >30•I'PS30.E P4E = -13.8 psf P5E := X35'I'Ps30.E P5E =-14.49psf P6E :_ %40'I'PS30.E P6E =-15.04psf Wind Pressure (Vert.) P1F:= > 15'I•PS30.F PIE =-9.6psf P2F :_ X201'PS30.F P2F = -9.6 psf P3F :_ > 25'I'PS30.F P3F = -9.6 psf P4E :_ X30'I'PS3o.F P4F = -9.6 psf P5F :_ >35'I•PS30.F P5E = -10.08 psf P6F:= >40'I•PS30.F P6F =-10.46psf Wind Pressure (Vert..) P1G :_ > 15'I'PS30.G P1G =-9.6psf P2G := >`20'I'PS30.G P2G = -9.6 psf P3G:= >254•PS30.G P3G =-9.6psf P4G:= X3o•I'Ps3o.G P4G = -9.6 psf P5G:= X351'Ps30.G P5G =-10.08psf P6G :_ X40'I'PS30.G P6G =-10.46psf Wind Pressure (Vert.) P1H := Xis IT's30.11 P1H=-7.3psf P2H :_ %20'I'PS30.H P2H = -7.3 psf P3H := X251'Ps3o.H P3H = -7.3 psf P4H:= >30•I'PS30.H P4H = -7.3 psf P5H :_ X35'I•PS30.14 P5H = -7.67 psf P6H :_ >40'I•PS30.H P6H = -7.96 psf Page 7 NN Engineering, P.S. PO Box 39681 Minha Residence Height Above Wind Pressure (Vert.) Wind Pressure (Vert.) Ground (ft.) (Overhangs) (Overhangs) 0' to 15' 15' to 20' 20' to 25' 25' to 30' 30' to 35' 35' to 40' P"Eoh X1541P330.Eoh P1Eoh = —19.3 psf P2Eoh X20'1'PS30.Eoh P2Eoh = —19.3 psf P3Eoh X25* I' P S30.Eoh P3Eoh = —19.3 psf P4Eoh X30'1'PS30.Eoh P4Eoh = —19.3 psf P5Eoh X35'1'PS30.Eoh P5Eoh = —20.27 psf P6Eoh X40*1'PS30.Eoh P6Eoh =—21.04psf PIGoh X15'1'PS30.Goh PIGh=-15.1psf P2Goh >20'1'PS30.Goh P2Goh = —15.1 psf P3Goh X25'1'PS30.Goh P3G0h = —15.1 psf P4Goh X30'1'PS30.Goh P4Goh = —15.1 psf P5Goh - X351'PS30.Goh P5Goh =—15.86psf P6G0h X40'1'PS30.Goh P6G0h =—16.46psf 10/9/2014 01513.1 Minha L.xmcd Page 8 NN Engineering, P.S. PO Box 39681 Minha Residence 10/9/2014 01513.1 Minha L.xmcd Determine Uniform Wind Loads: h1 = 9 ft h2 = 9 ft hriat 6ft hriong 6ft HTiat hi + h2 + Flat 'Mat = 24 ft less than 25' HTlong hi + h2 + hriong HTlong = 24 ft wl = 111.3plf Uniform Load Wind (Roof Diaph. Longit.) w3 = 111.3plf Uniform Load Wind (Roof Diaph. Lat.) w2 = 95.4plf Uniform Load Seismic (2nd Floor Diaph. Lat/Longit.) w4 = 100.7plf Uniform Load Wind (Misc.) hr3 := 3ft Flat w3 + w2 Wlong wl + w2 Vwlong Wlong•w2 Vwlat Flat' 12 Flat = 206.7 plf Wiong = 206.7 plf Vwlong = 9.3 k Vwlat = 11.99 k TOTAL WIND LOAD PER LIN FT. OF BLDG. WIND BASE SHEAR - LONGITUDINAL DIRECTION WIND BASE SHEAR - LATERAL DIRECTION C. STORY SHEAR -WIND LONGITUDINAL DIRECTION Vr.Iong.wind W 1 • wr V2.long.wind w2•w2 + Vr.long.wind LATERAL DIRECTION Vr.lat.wind W3.1r V2.lat.wind w2.12 + Vr.lat.wind Vr.long.wind = 5.01 k V2.long.wind = 9.3 k Vr.lat.wind = 6.46 k V2.1at.wind = 11.99k Page 9 NN Engineering, P.S. PO Box 39681 III. SUMMARY OF STORY SHEARS Vx : Minha Residence 10/9/2014 01513.1 Minha L.xmcd SEISMIC WIND LONGITUDINAL LATERAL LONGITUDINAL LATERAL ROOF Vrlong = 6.31 k Vrlat = 6.31 k Vr.long.wind = 5.01 k Vr.lat.wind = 6.46 k SECOND V21ong = 12.62k V21at = 12.62k ROOF (Controlling uniform load/shears) LONGITUDINAL LATERAL Vrlong = "w5-eq" SECOND V2.long = "w6-eq" A. SUMMARY UNIFORM LOADS: wl = 111.3plf w2 = 95.4 plf w3 = 111.3 plf w4 = 100.7 plf w5 = 140.21 plf w6 = 140.21 plf w7 = 108.79 p1f w8 = 108.79 plf Vr.lat = "w3-wind" V2.1at = "w8-eq" 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 Fir. Diaph.Lat.) V2.1ong.wind = 9.3 k V2.1at.wind = 11.99k Page 10 NN Engineering, P.S. PO Box 39681 IV. SHEAR ON SHEAR WALLS 2ND FLOOR Wall AA : Laa = 15.17ft (L1..5)•w5 vaa Laa vaa = 90.5 plf Wall DD: Ldd = 28.67 ft Minha Residence 10/9/2014 01513.1 Minha L.xmcd WaII BB: WaII CC: Lbb = 18.67 ft Lcc = 18.1 ft (L1 + L2)•.5•w5 (L2)•.5•w5 vbb := Lbb vcc := Lcc vbb = 169 plf vcc = 99 plf Wall EE : Lee = 19.3 ft (L5 + L4)•.5•w7 (L5)..5.w7 vdd:— vee:= Ldd Lee vdd = 104.03 plf vee = 104.28 plf 1ST FLOOR Wall A (SEISMIC): La = 15.3 ft (L1)•.5•w6 + vaa•Laa va La va = 179 plf Wall D : Ld = 30.42 ft (L5 + L4)•.5•w8 + vdd•Ldd vd Ld vd = 196 plf Wall B (SEISMIC): Lb = 20.5 ft (L1 + L2)•.5•w6 + vbb•Lbb vb Lb Wall C: Lc=12ft (L2)•.5•w6 + vcc•Lcc vc .— vb = 308 plf vc = 298 plf Wall E: Le = 40.58 ft (L5)•.5•w8 + vee•Lee ve :— Le ve = 99.19 plf Lc Page 11 NN Engineering, P.S. PO Box 39681 Minha Residence 10/9/2014 01513.1 Minha L.xmcd V. SHEAR WALL STRENGTH A. OVERTURNING MOMENT ON WALLS 1st Floor Walls HW := hi Wall Length Overturning Moments A Lal := 3.5ft OTMal := va•La1•HW OTMa1 = 5653.171b•ft B Lbl := 20.5ft OTMbl := vb•Lbl•HW OTMb1 = 56891.681b•ft C Lel := 3•ft OTMcl := vc•Lcl•HW OTMcl = 8044.821b•ft D Ldl := 4.75•ft OTMdl := vd•Ldl•HW OTMd1 = 83831b.ft E Lel := 7.4167.ft OTMel := ve•Le1•HW OTMe1 = 6620.961b•ft 2nd Floor Walls AM= h2 AA Laal := 7.3333•ft OTMaal := vaa•Laa1•HW OTMaal = 5973.091b•ft BB Lbbl := 18.67•ft OTMbb1 := vbb•Lbbl•HW OTMbb1 = 284461b•ft CC Lccl := 3•ft OTMcc1 := vcc•Lccl•HW OTMcc1 = 2666.79lb. ft DD Lddl := 9•ft OTMdd1 := vdd•Lddl•HW OTMdd1 = 8426.551b.ft EE Leel := 5.5•ft OTMee1 := vee•Leel•HW OTMee1 = 5161.761b•ft Page 12 NN Engineering, P.S. PO Box 39681 Minha Residence 10/9/2014 01513.1 Minha L.xmcd 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 W := h2 Dead Load on Shear Wall Shear Roof / Floor Weights Wall Wall Weights Dead Load Resisting Moment AA1 DLRFaa1 := 5.5.ft•I —2 •Dr)•Laal DLWLaa1 := HW•pw Laal 3 BB1 DLRFaa1 = 403.33 lb DLWLaal = 4621b DLRFbb1 := 9•ft•(3 w L •Dr}•Lbbl DLWLbb1 := HW•pbbl DLRFbb1 = 1680.31b DLWLbb1 = 1176.211b CC1 DLRFcc1 := 16•ft. —2 •Dr)•Lccl DLWLcc1 := HW•pwLccl 3 DD1 DLRFccl = 4801b DLWLccl = 189 lb DLRFddl := 9•ft•I 3 •Dr I•Lddl DLWLdd1 := HW•pwLddl DLRFdd1 = 8101b DLWLdd1 = 5671b EE1 DLRFeel := 9•ft. —2 •Dr I•Leel DLWLee1 := HW•p .Leel 3 DLRFee1 = 495 lb DLWLeel = 346.51b DLaal := DLWLaal + DLRFaal DLaal = 865.33 lb DLRMaa1 := DLaal•Laal•.5 DLRMaa1 = 3172.86lb. ft DLbbl := DLWLbb1 + DLRFbb1 DLbbl = 2856.51 lb DLRMbb1 := DLbbl•Lbbl•.5 DLRMbbl = 26665.521b•ft DLccl := DLWLccl + DLRFcc1 DLccl = 6691b DLRMcc1 := DLcc1•Lcc1•.5 DLRMcc l = 1003.51b. ft DLddl := DLWLdd1 + DLRFddl DLdd1 = 13771b DLRMdd1 := DLddl•Lddl•.5 DLRMdd l = 6196.51b. ft DLeel := DLWLee1 + DLRFeel DLeel = 841.51b DLRMeel := DLeel•Leel•.5 DLRMee1 = 2314.13 lb•ft Page 13 NN Engineering, P.S. PO Box 39681 Minha Residence 10/9/2014 01513.1 Minha L.xmcd B. SHEAR WALL DEAD LOAD RESISTING MOMENT (cont.) 1st Floor Shear Walls 1IW = hi Shear Wall Al B1 Cl Dead Load on Shear Wall Roof / Floor Weights DLRFal := 9.9.ft. (3 •Di).Lal DLRFal = 346.51b DLRFb1 := 14.ft. 3 •Dg I•Lbl Wall Weights DLWLal := HW•pw Lal DLWLal = 220.51b DLWLbl := HW•pw Lbl DLRFb1 = 28701b DLWLb1 = 1291.51b DLRFc1 := 7.5.ft•(3 •Df• I•Lc1 DLWLc1 := HW•pw Lc1 DLRFc1 = 2251b DLWLc1 = 1891b D1 DLRFd1 := 4.5.ft. —2 .Df I•Ldl DLWLd1 := HW•pw Ldl 3 j El DLRFd1 = 213.75 lb DLWLd1 = 299.25 lb DLRFe1 := 4.5.ft•I 3 •Dff•Lel DLWLe1 := HW•pw Lel DLRFel = 333.75 lb DLWLe1 = 467.25 lb Dead Load Resisting Moment DLa1 := DLWLa1 + DLRFa1 DLa1 = 5671b DLRMa1 := DLal•Lal•.5 DLRMal = 992.251b•ft DLb1 := DLWLb1 + DLRFb1 DLbl = 4161.5 lb DLRMbl := DLb1•Lbl•.5 DLRMb1 = 42655.371b•ft DLc1 := DLWLc1 + DLRFcl DLc1 = 4141b DLRMc1 := DLc1•Lcl•.5 DLRMc1 = 6211b•ft DLd1 := DLWLd1 + DLRFd1 DLd1 = 5131b DLRMd1 := DLdl•Ldl•.5 DLRMd1 = 1218.371b•ft DLe1 := DLWLel + DLRFe1 DLel = 8011b DLRMel := DLe1•Lel•.5 DLRMel = 2970.4lb. ft Page 14 NN Engineering, P.S. PO Box 39681 C. HOLDOWN FORCES ON WALLS Second Floor Minha Residence 10/9/2014 01513.1 Minha L.xmcd AA1 HDFaal := OTIVIaaI — DLRMaaI HDFaal = 381.85 lb Laal B B 1 HDFbb l := OTMbb l— DLRMbb l HDFbb l= 95.361b Lbbl OTMccl — DLRMcc1 CC1 HDFcc1 := HDFcc1 = 554.43 lb Lccl DD1 HDFddl OTMddl — DLRMddl HDFdd1 = 247.78 lb Lddl OTMee1 — DLRMeel HDFeel := HDFeel = 517.75lb Leel EE1 First Floor OTMal — DLRMa1 HDFal :_ + HDFaa1 HDFa1 = 1713.541b Lal HDFb1 OTMbl — DLRMbl + HDFbb1 HDFb1 = 789.811b Lbl OTMc 1 — DLRMc 1 HDFcl :_ + HDFcc1 Lel HDFc1 = 3029.04 lb HDFdl ;= OTMdI — DLRMdI + HDFddl HDFdl = 1756.121b Ldl OTMe 1 — DLRMe 1 HDFe1 :_ + HDFeel Lel HDFe1 = 1009.961b Page 15 NN Engineering, P.S. PO Box 39681 D. ALLOWABLE ANCHOR BOLT SPACING Minha Residence 10/9/2014 01513.1 Minha L.xmcd Table 8.2E (1997 NDS) 5/8 " DIA. Anchor Bolt w/ 1 1/2" Side Member (Hem -Fir) 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 SPACING vel HORIZ. STRAP FORCE ,,:= (vai — va)•0•ft Pa = 0 Pb := (vbi — vb)•0 ft Pb = 0 Pc := (vc1 — vc)•0•ft Pc = 0 Pd := (vd1 — vd)•0•ft Pd = 0 Pe := (vei — ve)•0•ft Pe = 0 Page 16 NN Engineering, P.S. PO Box 39681 Minha Residence 10/9/2014 01513.1 Minha L.xmcd E. SHEAR STRESS AROUND OPENINGS (cont.): CD := 1.33 Z := 1221b (NDS TBL 12.3E - 16d COMMON NAILS, 1-1/2" SIDE MEMBER THICKNESS) Z' := Z•CD Z' = 162.261b PER NAIL WALL SHEAR STRESS 2nd Floor Sole Plate Nail Spacing AA vaa vaa Laa 90.5 If s— 1 Laa — 0•ft vaa 1 = P aal vaa 1 BB vbbl := vbb Lbb vbbl = 169.29p1f sbbl Z' Lbb — 0•ft vbbl CC vcc _ vcc Lcc. vcc 98.77 1f s 1 1 = Lcc — 0•ft P cc1 vcc 1 DD vddl := vdd Ldd vddl = 104.03 plf sddl Z' Ldd — 0.ft vddl EE vee _ vee Lee vee 104.28 1f 1 1 = Lee — 0•ft P Seel vee 1 HORIZ. STRAP FORCE Paa := (vaal — vaa)•0•ft Paa = 0 Pbb := (vbbl — vbb)-.0•ft Pbb = 0 Pcc := (vccl - vcc)•0•ft Pcc = 0 Pdd := (vddi — vdd)•0•ft Pdd = 0 Pee :_ (veel — vee)•0•ft Pee = 0 B. Shear Wall to diaphragm nailing (Sole Plate): NDS Table12.3B: 16d Common Nails 1 1/2" side member thickness = 1.33 Cd; := 1.1 ;= 1221b 7' := Z•CD•Cd; Z' = 178.491b Per Nail Z' = 133.86 p1f 16in Allowable load for 16" nail spacing (max) Page 17 NN Engineering, P.S. PO Box 39681 VII. SHEAR WALL SUMMARY First Floor Minha Residence 3/14/2013 01513 Minha L.mcd Mk Wall Shear Anchor bolt Holdown Edge Holdown Tvpe Stress Spacing Force Nailing Tvpe. A vai = 251.16plf sa = 48in HDFal = 2.59k 8d @ 4" o.c. STHD10RJ B /2\ vbi = 431.54p1f sb = 30.7in HDFb1 = 2.12k 8d @ 3" o.c. STHD10RJ DF C vci = 416.98p1f sc = 31.77in HDFcl = 4.34k 8d @ 3" o.c. HDQ8 DF D A vdi = 274.43p1f sd = 48in HDFdl = 2.65k 8d @ 4" o.c. STHD10RJ E vei = 138.81plf se = 48in HDFel = 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 A vaai = 126.66p1f saa = 15.37in HDFaal = 0.61k 8d @ 6" o.c. MST37 BB vbbi = 236.92p1f sbb = 8.22in HDFbbl = 0.31k 8d @ 4" o.c. MST37 CC / " \ vcci = 138.23p1f scc = 14.09in HDFcc1 = 0.8k 8d @ 6" o.c. MST37 DD / " vddi = 145.59p1f sdd = 13.37in HDFddl = 0.43k 8d @ 4" o.c. MST37 EE / \ veei = 145.93p1f see = 13.34in HDFee1 = 0.78k 8d @ 6" o.c. MST37 Page 18 FIRST FLOOR SHEAR W,4LLS SECOND FLOOR SHEAR WALLS NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 III. Gravity Load Analysis Minha Residence 10/9/2014 01513.1 Minha B.xmcd Gravity Analysis shall be based on 2012 "International Building Code" (IBC), andASCE/SEI 7-10 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 Framing Dead Load (or actual) Pto = 0•psf Concrete Topping (Floors) thk = 0•in Pti Opsf Roof Tile pw := 1. 1psf Wall B.1 Determine FLoor Live Loads (L) ( IBC Table 1607.1 & ASCE Table 4-1 ): llf:= 40psf Floor Live Load Ilg:= 55psf Garage Slab on Grade 11d.:= 60psf Deck Live Load Ilgc := 30001b Garage Concentated Load (4.5in x 4.5in area) lla := 100psf Assembly Areas 11'ge := 22501b Garage Concentated Load (per wheel) - storage B.2 Determine Adjusted Uniform Snow Loads (L) (ASCE Ch. 7) Roof Snow Load - (Ground Snow load pg < 20psf ; Site elevation < 700ft) pf := 0.7•CeCt•I•pg 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•CeCt•I•pg p'f = if[pg <_ 20psf,(I•pg),(20psf•1)1 p"f := if (Pf > w, Pf, W) Ps Cs•Pf pg := 20psf (Ground Snow load per ASCE Fig. 7-1) w := 25psf (Min. Roof Snow load per local jurisdiction) 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 = 25.psf Min. (Heated Ventilated space) pf = 15.4.psf p'f = 20•psf min. p"f = 25•psf min. Floor Dead Load (Df): Df = 15.psf Floor Live Load (L f): Lf = 40•psf Roof Dead Load (Dr): D, = 15.psf Roof Live Load (Lr): Lr = 25•psf TOTAL FLOOR LOAD ( TLf): TLf = 55.psf TOTAL ROOF LOAD ( TLr): TLr = 40•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 10/9/2014 01513.1 Minha B.xmcd := 0.13•( ft)pg + 14•pcf Pt hb :_ — I he := 4ft 1„ := 52ft + 10psfhd,:=[04334frgftpsf ft— 1.5ft hd :_ (hd,)0.75 1 4•hd,2 wdrift := if hd, < hd,4•hd,, h0 / Pd hd"1I Total Snow Drift Surcharge (psf): Ptotal Pd + P'f Total Snow Load (Psd): 1 Psd (WdrifrPO' SURCHARGE LOAD (Pd ) DUE TO DRIFTING BALANCED SNOU LOAD //, UJ Drir / ry = 16.6 pcf (Less than 30pcf OK) hb = 0.93 ft he — = 4.31 hb = "Snow Drift Applied " hd, = 2.26 ft(per figure 7-9 graph page 91) hd = 1.69 ft adrift = 9.02 ft = "ok, w*drift < 8hc" pd = 37.45 psf Ptotal = 57.45 psf Psd = 169 plf Page B2 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 Sawn Beam - B1 /6= 6•ft Dr = 15 psf Lr = 25 psf TLr = 40 psf w1 := TLr4.5•ft w2:= TLr 16•ft Minha Residence 10/9/2014 01513.1 Minha B.xmcd w = 180 plf w2 = 640 p1f P1 := 2.2k a := 2•ft d := 2•ft Sawn Beam Properties - Fb := 900•psi F, := 180•psi CD := 1 CM := 1 = 1 CI, := 1.0 CF :=1.2 Cfi, := 1 Ci := 1.0 Cr := 1 Fib := Fb•CD•CM•Ct•CL•CF•CJ•Ci•Cr F'b = 1080psi C'i := 1.0 F',:= FvCD•CM•Ct•Ci F',= 180 psi E' := 1600000•psi•C'i E' = 1600000psi Shear Diagram Moment Diagram 2 4 6 RL = 2.6 k x(ft) RR = 2.5 k Vmax=2.6k 4— 0` —10 2 4 6 ..ra\ Mmax = 4.9 k• ft BEAM SELECTION t := 5.5•in (beam thickness) h := 11.25•in (beam depth) USE t = 5.5 in L ATT _240 5•weq•L4 384•E'•I Beam Stresses fr,=35.3% fb=46.8% 'TL, = 0.03 in x h = 11.25 in BEAM Sreq = 54.25 in3 < S = 116 in3 OK Afeq = 21.83 in2 < A = 62 in2 OK I feq = 65.92 in4 < I = 653 in4 OK Page B3 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 6x8 Sawn Beam - B2 Dr = 15 psf Lr = 25 psf TLr = 40 psf , ,::= TLr tw, w = 900 plf L2 r tvwKisW := w8 Mmax = 2812.5 ft lb = w•I 2 - h I Vmax = 1706.25 lb Rmax = 22501b Allowable Stresses (adjusted) DF#2 ` J := 5.5in b:= 7.25in tw, := 22.5ft 10/9/2014 01513.1 Minha B.xmcd Fes;= 875.psi ,F ;= 170•psi = 1.15 = 1 := 1 := 1.0 = 1.2 := 1 ,= 1.0 , ;= 1 Fb•CD•CM'Ct•CL•CF•Cfu•Ci•Cr Feb = 1207psi , in:= 1.0 A := Fv. CD•CM•Ct•Ci F'v = 195 psi 240 := 1600000•psi•C'i E' = 1600000 psi Sreq Mmax F'b Vmax• 1.5 Afeq F'v _ 5•w•L4 Ifeq 384•E'•OTL 6x10 Sawn Beam - B3 Minha Residence 5•ft := Drtw Sreq = 27.95 in3 < S = 48 in3 OK Areq = 13.09 in2 < A = 40 in2 OK Ireq = 31.64 in4 < I = 175 in4 OK wDL = 338 plf Sreq -58.01% S Areq - 32.83% A Ireq = 18.12% I = 6.ft N:= 5.5in := 9.25in Dr = 15 psf Lr = 25 psf TLr = 40 psf NtyvA:= 22.5ft w := TLrtw w = 900 plf w•L2 Allowable Stresses (adjusted) DF#2 Mmax = 4050 ft 1b w = Drtw, wDL = 338 plf w• I - hJ Vmax = 2006.25 lb Rmax = 27001b 2 Fes;= 875•psi;= 170.psi Ac44„;= 1.15 = 1;= 1 := 1.0 a:= 1.2 := 1 ,:= 1.0 = 1 Fes' ::= Fb•CD•CM•Ct•CL•CF•Cfu•CFCr F'b = 1207psi := 1.0 Fv.CD.CM'Cr•Ci F'v = 195 psi 0 L 240 Fes' := 1600000•psi•C'i E' = 1600000 psi Mmax Sreq .= Fib Areq :_ Vmax.1.5 F'v 5•w•L4 Ifeq 384•E'•OTL Sreq = 40.25 in3 < S = 78 in3 OK Areq = 15.39in2 < A = 51 in2 OK Ireq = 54.68 in4 < I = 363 in4 OK Page B4 Sreq — - 51.32% S Areq - 30.26% A Ireq = 15.07% NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 6x8 Sawn Beam - B3.2 Minha Residence 10/9/2014 01513.1 Minha B.xmcd = 9.ft it;= 5.5in 7.25in Dr = 15 psf Lr = 25 psf TLr = 40 psf := 5 ft Mw:= TLr tw, w = 200 plf w•L2 M:= 8 Allowable Stresses (adjusted) DF#2 Mmax = 2025 ft lb Aulm:= Dr tw, = w• 2 — h) wDL = 75 p1f Vmax = 779.171b Rmax = 9001b ,F ,;= 875•psi ,,;= 170•psi ;= 1.15 ,= 1;= 1 := 1.0 a:= 1.2 ,:= 1 ;= 1.0 ;= 1 kn'= Fb.CD•CM•Ct•CL.CF.Cfu.Ci•Cr F'b = 1207psi := 1.0 FvCD•CM•Ct•C; F',, = 195 psi 0 _ L """"� 240 1600000•psi•C'i .E' = 1600000psi Mmax Sreq := Fib Afeq Vmax.1.5 F',„ 5•w•L4 Ifeq 384•E'•OTL 6x10 Sawn Beam - B4 Sreq = 20.12in3 < S = 48 in3 OK Afeq = 5.98 in2 < A = 40 in2 OK Ireq = 41.01 in4 < I = 175 in4 OK ;= 5.ft Sreq — — 41.77% S Areq — — 14.99% A Ireq — = 23.48 % I t'= 5.5in := 9.25in Df = 15 psf Lf = 40 psf TLf = 55 psf TLr = 40 psf two' := 10.5ft (floor) = TLf•twf+ TLrtwa MN w•L2 Mt4otki:= 8 w = 578 plf 6:= Drtw f + Drtwr Mmax = 1804.69 ft lb V := w I L Allowable Stresses (adjusted) DF#2 = 875•psi;= 170•psi ,:= 1600000•psi Fb•CD•CM•Ct•CF F'b = 1050psi , := FvCD•CM•Ct•CH Mmax Sreq := F b Vm 1.5 Areq := F v _ 5•w•L4 Ireq 384•E'•i m wDL = 158 p1f twr := Oft (roof) Vmax = 998.591b Rmax = 1443.75 lb F'r, = 170 psi Sreq = 20.63 in3 < S = 78 in3 OK Afeq = 8.81 in2 < A = 51 in2 OK Ifeq = 20.3 in4 < I = 363 in4 OK C,:= 1.2 ,cvS,;= 1 L : 240 Sreq o —26.3/0 S Areq — — 17.32% A Ireq = 5.6% I Page B5 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 Parallam Beam - B5 Imo;= 4.ft Df = 15 psf Lf = 40 psf TLf = 55 psf Minha Residence 10/9/2014 01513.1 Minha B.xmcd 1270p1f wl = 1270 p1f = 777p1f w2 = 777 pif RL RR MPS= 3.5k = 1.5•ft Parallam Beam Properties - ,:= 2900'psi Fes.= 290•psi Fn C= Fb'CD.CM'Ct'CF Fv. CD•CM•Cr.CH E' := 2000000.psi F'b = 2900 psi F'v = 290 psi := 1 =Ack :=1 gg,:= 1 g$,= 1 Shear Diagram 1 2 3 4 x(ft) RL=4.2k RR=2.9k Vmax = 4.2 k Moment Diagram 1 2 3 .,rw\ Mmax = 4.9 k• ft 4 BEAM SELECTION Ht f= 5.25•in := 9.25•in 240 (beam thickness) (beam depth) 5.weCq•L4 384•E'•I Beam Stresses fv=44.4% fb=27% OTL = 0.02 in USE t = 5.25 in x h = 9.25 in BEAM Sreq = 20.24 in3 < S = 75 in3 OK Afeq = 21.58 in2 < A = 49 in2 OK Ifeq=35.22in4 < I=346in4 OK Page B6 d:= 1 . ft NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 7 x 11-1/4 LVL Micro -lam Beam (LVL) - B6 Df = 15 psf Lf = 40 psf TLf = 55 psf w := TLr tw,f + TLrtwr w = 248 plf Minha Residence 10/9/2014 01513.1 Minha B.xmcd L .= 21•ft ,,= 7in h := 11.25in mil TLr = 40 psf tom:= 4.5ft (floor) ,w,�,r}4;= Df twf + Dr tw, wDL = 68 plf tom:= Oft (roof) 2 Mom:= w8 Mmax = 13643.44 ft lb = w.12 — h I Vim, = 2366.72 lb Rm = 2598.75 lb Allowable Stresses (adjusted) ` J ,;= 2600•psi = 285.psi XA:= 1900000•psi := 1.15 1‘,4= Fb•CD•CM•Ct•CF F'b = 2990psi = 1 = 1 := FvCD•CM•Ct•CH F'v = 328 psi Mmax Sreq := Fib Vmax• 1.5 Afeq Ifeq 384•E'•OTL 4x10 Sawn Beam - B8 F'v 5•w•L4 Sreq = 54.76 in3 < S = 148 in3 OK Areq = 10.83 in2 < A = 79 in2 OK Ireq = 542.87 in4 < I = 831 in4 OK Imo:= 3•ft Sreq — 37.08% S Areq A — 13.75% Ifeq = 65.36% I At .= 3.5in h:= 9.25in Df = 15 psf Lf = 40 psf TLf = 55 psf TLr = 40 psf tom:= 17ft (floor) w TLf•twf + TLrtwr w•L2 Atw := 8 w = 935 plf w= Df•tw,f + Dr twr wDL = 255 plf tom:= 0ft (roof) Mmax = 1051.88 ft lb Vim:= vv.I L — hJ Vmax = 681.77 lb Rmax = 1402.5 lb 2 Allowable Stresses (adjusted) DF#2 ;= 850•psi Fes;= 180•psi F:= 1600000•psi Fb•CD•CM•Ct•CF F'b = 1020psi := FV.CD•CM•Ct•CH F'v = 180psi Mmax Sfeq := F b Acow= 1 Cam:= 1.2 =1 £;=1 g44,;= 1 er•— L 240 Sreq = 12.38 in3 < S = 50 in3 OK Sreq — 24.79% S Areq Vmax 1 5 Areq = 5.68 in2 < A = 32 in2 OK Areq — 17.55 F'v A _ 5•w•L4 Ireq 384•E'•OTL Ireq=7.1in4 < I=231in4 OK Ireq —3.08% I Page B7 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 Minha Residence 10/9/2014 01513.1 Minha B.xmcd 5-1/4 x 11-7/8 LVL Beam - B7 1,;= 16.ft Df = 15 psf Lf = 40 psf TLf = 55 psf TLr = 40 psf tom:= 36in (floor) w:= TLf•twf + TLrtµr ,wy = Df•twf + Drtwr LVL Properties - tom:= Oft (roof) w = 165 p1f wDL = 45 p1f = 2600•psi Fv= 285•psi Fes':= 1900000.psi Fb•CD•CM•Ct•CF F'b = 2600psi FA:= FvCD. CM•Ct•CH F'v = 285 psi Shear Diagram Moment Diagram —4 0 5 10 15 20 RL=3.1k x(8) RR=2.1k Vmax=3.1k BEAM SELECTION = 5.25•in (beam thickness) 15 10 5 0 0 5 10 15 Mmax = 13.5 k• ft 20 , := 11.25•in (beam depth) USE t = 5.25 in 240 5 • weq• L4 384•E' I ATL = 0.52 in Beam Stresses fy = 27.7% fb = 56.2 % x h = 11.25 in BEAM Sreq = 62.19in3 < S = 111 in3 OK Afeq = 16.36 in2 < A = 59 in2 OK lreq = 408.51 in4 < I = 623 in4 OK w,;= 2.6k 4:= 5•ft Page B8 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 Minha Residence 10/9/2014 01513.1 Minha B.xmcd 5-1/4 x 11-7/8 LVL Micro -lam Beam (PSL) - B9 24= 12.ft ^t;= 5.25in := 11.875in Df = 15 psf Lf = 40 psf TLf = 55 psf TLr = 40 psf tom:= 16in (floor) N := TLftwf + TLr tN,r w = 433 plf nwlal+w:= Df•tµ f + Dr twr wDL = 155 plf t .= 9ft (roof) 2 v,:— w 8 Mmax = 7800 ft lb = w (_L Vm = 2171.181b Rm = 2600 Ib Allowable Stresses (adjusted) J = 2600.psi Fes;= 285•psi:= 1900000•psi;= 1.15 = 1 gM:Fb•CD•CM•Ct•CF F'b = 2990psi;= 1y= 1 gi= 1 _ L F'n FvCD. Cm. Ct•CH F'v = 328 psi 240 r�X Mmax Sreq Fib Sreq = 31.3 in3 < S = 123 in3 OK Sreq — 25.37% S Areq Vmax 1 5 Areq = 9.94 in2 < A = 62 in2 OK Areq — 15.94% Fv A 4 5 wL I 177.35in4 < I=733in4 OK Ireq req 384 E' OTL req = 24.21 % I 6x10 Sawn Beam - B10= 4.ft= 5.5in 9.25in Df = 15 psf Lf = 40 psf TLf = 55 psf TLr = 40 psf tom:= 8ft (floor) N := TLf•twf + TLrtwr w•L2 := 8 Allowable Stresses (adjusted) DF#2 ,= 875.psi 170•psi Fes:= 1600000•psi Z§A:= Fb•CD•CM•Ct•CF F'b = 1050psi ,A:= FvCD. CM•Cr' CH F'v = 170 psi w = 440 plf Sreq := Mmax Fib Vm 1.5 Areq F'v 5•w•L4 Ireq 384•E'•OTL Mmax = 880 ft lb ,w = Df.twf + Dr.twr wDL = 120 plf V .= w.(— — hJ Vmax = 540.83 lb Rmax = 8801b 2 AC,A;--- gm,:= = Sreq = 10.06 in3 < S = 78 in3 OK Areq = 4.77 in2 < A = 51 in2 OK Ireq = 7.92 in4 < I = 363 in4 OK = 1.2 i= 1 L mw.vA: 240 Sreq — 12.82% S Areq A —9.38% I req =2.18% I t w.= Oft (roof) Page B9 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 Minha Residence 10/9/2014 01513.1 Minha B.xmcd 3-1/2 x 9-1/4 LVL Micro -lam Beam (PSL) - B11 Imo;= 12•ft tM;= 3.5in 1A:= 9.25in Df = 15 psf Lf = 40 psf TLf = 55 psf TLr = 40 psf tom:= 3ft (floor) w := TLf•twf + TLr twr w = 245 plf wow= Df tw f + Dr•tK,r wDL = 75 plf M w L2 Mmax = 4410 ft 1b r'— 8 Allowable Stresses (adjusted) = 2600•psi F;= 285.psi EN= 1900000.psi E„:= Fb•CD•CM•Cr•CF F'b = 2990psi MF:= FvCD•CM•Ct•CH F', = 328 psi Ireq 384•E'•OTL Sreq = 17.7 in3 < S = 50 in3 OK Afeq = 5.86 in2 < A = 32 in2 OK I feq = 100.27 in4 < I = 231 in4 OK t .= 2ft (roof) Vmax = 1281.151b Rim( = 14701b Cam:= 1 Acy,;= 1 Areq Page B10 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 Minha Residence 10/9/2014 01513.1 Minha B.xmcd 3-1/2 x 9-1/4 LVL Beam - B11 & 12 6.5•ft Df = 15 psf L f = 40 psf TLf = 55 psf TLr = 40 psf 14,:= 16in (floor) tom:= Oft (roof) w:= TLftµ,f + TLrtµr w = 73 plf 6:= Df•tN,f + Dr tµr WDL = 20 plf LVL Properties - = 2600•psi Fx,:= 285•psi ,F' := 1900000•psi F§' := Fb•CD. CM•Cr. CF Fb = 2600psi Fes:= FV.CD. Cm. Cr. CH F', = 285 psi Shear Diagram Moment Diagram RL = 1.5 k x(ft) RR = 0.5 k Vmax= 1.5k BEAM SELECTION (beam -thickness) (beam depth) Mmax = 1.5 k• ft USE t=3.5in x h = 9.25 in BEAM Am '"• 240 Sreq = 6.79 in3 < S = 50 in3 OK Beam Stresses f‘,=24.5% fb=13.6% OTr = 0.03 in Areq = 7.93 in2 < A = 32 in2 OK Ireq =7.85% Ireq = 18.12 in4 < I = 231 in4 OK P ;= 1500•lb = 1•ft Page B11 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 Minha Residence 10/9/2014 01513.1 Minha B.xmcd ,w= 94•plf Au= 580•plf w3 := 580.plf w4:= 1051•plf Allowable Stresses (adiusted) ;= 2400•psi Fes= 265•psi , := 1800000•psi•Ct , := Fb•CD.CM•Ct.CL.CvCfu.Cc Fib = 2400psi ZycA:= FvCD. CM•Ct F'v = 265 psi 10 - 10 b 3 p 3 w4 Pam;= 4.5k ,F,,,20;= 1.6k K3v:= 4.4k gkv:= =1 =1 :=1.0 Cv := 1 ,:= 1 Cc := 1 Shear Diagram Moment Diagram 60 - 20 0 RL=8.4k RR=13.6k Vmax= 13.6k 5 10 15 20 40 20- - 20 0 5 10 15 20 x(ft) .,rw� Mmax = 53.5 k• ft BEAM SELECTION= 6.75•in (beam thickness) h := 18in 5 • weq• L4 Fn:= 384•E'•I Df ODL LL OTL f Cvact = 0.939 240 OTL = 0.65 in USE t = 6.75 in x h = 18 in GLB ADL = 0.18 in Camber := 1.5.ODL Camber = 0.267 in Sreq = 267.27 in3 < S = 365 in3 OK > Cv = 1 Assumed OK Beam Stresses fv=63.5% fb=73.3% Ireq =65.18% Areq = 77.21 in2 < A = 121 in2 OK Ireq = 2138.14 in4 < I = 3281 in4 OK a:= 5.ft d:= 14.ft Ac,�.= 16.5.ft d := 6•ft eeA:= 14.ft Page B12 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 Minha Residence 10/9/2014 01513.1 Minha B.xmcd GIu-Lam Beam - B15 ,:= 5•ft Df = 15 psf Lf = 40 psf TLf = 55 psf TLr = 40 psf tyc:= Oft (floor) tom:= Oft (roof) w := TLf•tw f + TLI twr w = 0 plf ,N= Df tH,f + Dr tK,r wDL = 0 Of Allowable Stresses (adiustedl 2400•psi = 265.psi 1800000.psi•Ct Fes' := Fb•CD•CM•Ct•CL•Cv• Cfu•Cc F'b = 2400psi F'v = 265 psi F Fv.CD•CM'Ct 5 0 —5 — 10 — 15 — 200 Shear Diagram 2 3 RL = 3.8 k x(ft) RR = 15.12k 1 Vmax= 15.1k 4 5 a:= 4.ft = 18.9k ,kr=1 =1 ,=1 k:=1.0 =1 nXdi4:=1 :=1 Moment Diagram 1 2 .ra\ Mmax = 15.1 k• ft 5 BEAM SELECTION 5•weq•L4 384•E'•I t .= 5.125•in (beam thickness) h := 19.5in OTL=0.01in ARTA 240 USE t = 5.125in h = 19.5 in GLB — wDL ATL ODL = 0 in Nw:= 1.5 ODL Camber = 0 in w Sreq = 75.6 in3 < S = 325 in3 OK Cvact = 1.1 Cv = 1 Beam Stresses fv=85.6% fb=23.3% Assumed OK Ireq = 4.77 % I Areq = 85.58 in2 < A = 100 in2 OK Ireq = 151.2 in4 < I=3167in4 OK Page B13 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 GIu-Lam Beam - B16 ^L .= 16• ft ow Df = 15 psf Lf = 40 psf TLf = 55 psf Minha Residence 10/9/2014 01513.1 Minha B.xmcd AcIA:= 150•plf = 150•p1f Mw,= 150•p1f wt:= 215.plf Allowable Stresses (adjusted) ,= 2400•psi = 265•psi ':= 1800000•psi•Ct Fes' := Fb•CD. CM•Ct•CL Cv•Cfu•Cc Fib = 2400psi Fes:= Fv. CD. CM•Ct F'v = 265 psi 10 Shear Diagram -5 0 5 10 15 20 RL = 7.1 k x(8) RR = 4.1 k Vm =7.1k b w3 P 3 w4 AP4v:= 7k Pam:= 1.5k AcAw= C =1 ai=1 :=1.0 Ac4A:= 1 ,,:= 1 ,C,:= 1 Moment Diagram '44\ Mm = 23.8 k• ft BEAM SELECTION= 5.125•in (beam thickness) niv h := 15in 5•weq•L4 384•E'•I Df TLf OTL Cvact = 1.005 OZ L = 0.42 in ODL = 0.12 in > Cv = 1 Assumed OK Beam Stresses fv=52.1% fb=62% _ 240 USE t = 5.125 in x h=15in GLB a be = 1.5.ODL Sreq = 119.24 in3 Areq = 40.05 in2 I feq = 763.14 in4 < Camber = 0.173 in S = 192 in3 OK A = 77 in2 OK I = 1441 in4 OK Ay= 3.5•ft c=12.ft d := 3.5•ft ne:= 12•ft Page B14 NN Engineering, P.S. PO Box 39681, Lakewood, WA 98496 Minha Residence 10/9/2014 01513.1 Minha B.xmcd 4x10 Sawn Beam - B17 i6= 5.5.ft mit .= 3.5in ih .= 9.25in vv: Df = 15 psf Lf = 40 psf TLf = 55 psf TLr = 40 psf tom:= 12.5ft (floor) w := TLftµf + TLrtwr • w•L2 nmecONV 8 w = 688 p1f Aul,e Df tµf + Dr tµr WDL = 188 plf Krim =2599.61ft1b =w•I 2 —hI Allowable Stresses (adjusted) DF#2 , = 850.psi = 180•psi w:= 1600000•psi := Fb•CD•CM•Ct•CF F'b = 1020psi ,v:= FvCD•CM•Ct•CH F'v = 180psi _ Mma,c Sreq F'b Vmax• 1.5 Areq F'v _ 5•w•L4 Ireq 384•E'•LTL t .= Oft (roof) max = 1360.68 lb Rmax = 1890.63 lb = n = , i= 1 Sreq = 30.58 in3 < S = 50 in3 OK Areq = 11.34in2 < A = 32 in2 OK Ireq = 32.17in4 < I = 231 in4 OK Acfv= 1.2 ncok;= 1 0 L "^ 240 Sreq S — 61.28% Areq — — 35.02% A Ireq = 13.94% I Page B15 FOUNDATION / MAIN FLOOR FRAMING PLAN UPPER FLOOR FRAMING 01 7' ROOF FRAMING PLAN ;•• ENGINEERING IN III ,r1CALCULATION 0 SKETCH 0 SITE VISIT 0 MEMO 0 TELEPHONE RECORD r 61 )1/41( -1<i&zie,4 iblAc DATE: CS - / NAME: V/94 PROJECT: JOB NO.: ei'i3 : : z : I 1 ; i • 1 i : Fr4 14 a ' i ".. 1.I i 44,c- Ils-I,If'---- 4 I.:1:1E:i 21. 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I ; T i z t 4 [ PO Box 39681 • Lakewood, WA 98496 (253) 250-6651 cell • Email:nnengineering@comcast.net City of Tukwila Department of Community Development November 07, 2014 SUKHJIT S MINHAS 22014 13 AVE S DES MOINES, WA 98198 RE: Correction Letter # 2 COMBOSFR Permit Application Number D14-0327 MINHAS RESIDENCE - 5160 S 170 ST Dear SUKHJIT S MINHAS, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. 1. The glazing schedule identifies three doors with glazing; however I could not see the other exterior door or slider patio doors indicated in the glazing calculation schedule. This may affect the calculations shown in the glazing schedule for accuracy. Provide a door schedule that shows all doors, especially all exterior doors. The door schedule shall specify safety glazing for glazed doors to include weather stripping with other related hardware specifications. Provide key references in the schedule and on the plans where doors can be easily identified. Update the glazing u-value calculations as necessary, with a completed 2012 "Glazing Schedule" form with "Prescriptive Worksheet" for window and doors. Schedules and forms including other helpful energy code resources can be found at: http://www.energy.wsu.eduBuildingEfficiency/EnergyCode.aspx#EnergyCodeWorksheets. This website is also helpful in providing other energy code compliance tools. (2012 WSEC R402.1.4) 2. In addition to the glazing schedule show the windows that are egress windows and the windows that are required to have safety glazing. Examples are doors within 24 inches of the window glazing and next to the tub. Provide key references similar to the door schedule mentioned above. 3. The notes for carbon monoxide alarms shall require revising the language to meet current Washington State Amendments (WSA) as follows: "Carbon monoxide alarms. For new construction, an approved carbon monoxide alarm shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms in dwelling units and on each level of the dwelling and in accordance with the manufacturer's recommendations." The code now specifies regardless of gas or electric, all new residential sleeping areas shall require C.O. alarms. Also show location on the plans as the code specifies. (IRC R315.1) 4. Provide an engineer's soils report for this site. 5. The site plan indicates a 6 inch pipe from roof and foundation drain leading to the trench. Footing drainage shall be separate from the roof drains. Also the notes for the trench refer to Fig: C2.2A which could not be located. On the site plan, provide a plan detail that shows a footing drain or a crawl space water -discharge system. A discharge system shall generally be separate from the roof drain system. The detail shall show size of discharge pit with pit specifications and dimensions or where the discharge pipe shall terminate to an approved culvert with screening. The geotechnical soils report may also provide the specifications for size required for this site. The intent is that groundwater will not accumulate in the crawl space. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 6. The elevations views shall identify sides as North, East, South and West. Finish grade shall be consistent with the topographical elevations shown on the site plan. Also the elevation dimensions shall show the average grade plane with dimensions from the average grade plane to the mid -point of the slope of the roof. Revise elevations as indicated with revised height dimensions and actual finish grades shown. 7. Show a ventilation fan for the laundry room. (IRC M1507.4 & Table M1507.4 WSA) 8. Outdoor combustion air shall be provided for gas appliances located in the garage. Show combustion air opening(s) with sizes specified in the garage. (IRC G2407.6 & IMC 304.6) 9. Revise plumbing notes and any related note references that may be out of date to refer to current 2012 UPC current 2012 UPC. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, 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 206-433-7165. Sincerely, File No. D14-032 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0327 DATE: 11/14/2014 PROJECT NAME: MINHAS RESIDENCE SITE ADDRESS: 5160 S 170 ST Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 1 I��l Building Division Public Works ❑ Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 11/18/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 12/16/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: 12/18/2013 ?ERNI COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0327 PROJECT NAME: MINHAS RESIDENCE DATE: 10/14/2014 SITE ADDRESS: 5160 S 170 ST X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: tOft Building Division DIN C Public Works /kg AIX) VO-1 11 Fire Prevention Structural n CPL Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 10/16/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 11/13/14 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 0 101 I Departments issued corrections: Bldg' Fire ❑ Ping ❑ PW ❑ Staff Initials: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: . — l 2 Plan Check/Permit Number: Response to Incomplete Letter # Response to Correction Letter # % Revision # after Permit is Issued 'D 14 - 03 z4- 111 Revision requested by a City Building Inspector or Plans Examiner Project Name: M KAg Project Address: 516o 110-`' c T— Contact Person: 4L Y E ( 4-1-4 (ME YE V Phone Number: ZB ^ g S g - &2v0 Summary of Revision: 5 P ,ss� To Comit,444 S po 4,10,1 Zo /-F CM OEIVED F Tutnitu NOV'14 2014 pErzw- rzko pY Sheet Number(s): "Cloud" or highlight all areas of revision including date 11ofrevision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on % / /0 7/V C:\Users\jennifer-m\AppData\Local\Microsoft\Windows\Temporary Internet Files \Content.Outlook\D8TRCME6\Revision Submittal Form.doc Revised: March 2014 El CITY OF TUKWI.., Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Cc.__.-rBuilding 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 by applicant Site Address: 5160 S 170th St (attach map and legal description showing hydrant location and size of rain):. Owner Information: 1 Agent/Contact Person:: Owner Name: Sukhjit S Minhas 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: 1 SFR 0 BUILDING PERMIT ❑ COMMERCIAL INDUSTRIAL ❑ PRELIMINARY PLAT ❑ SHORT SUBDIVISION ❑ REZONE Estimated number of service connection and water meter size(s): 1 ❑ OTHER Vehicular distance from nearest hydrant to the closest point of structure is +/- 130' to access drive.. See attached map for hydrant location. Area is served by (Water Utility District:) HIGHLINE WATER DISTRICT Owner/Agent Signature / o/iyiiY Date PART B: To Be completed by water utility district 1. The proposed project is within TUKWILA /King 2. j No improvements required. 3. (City/County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: 4. Based upon the improvements listed above, water can be provided will be available at the site with a flow of at 20 psi residual for a duration of 2 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. 1500 gpm 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 I hereby certify that the above information is true and corre t, ba -d on the best available information. RECEIVED ®1L�',mmtm13;45'CRICT / 206-824-0375 By Agency/ hone ��1l��ttttAA OCT 1 4 2014 PERMIT CENTER 19,_1-0 ,y Date 1)14-03Z'I Date: Monday, October 13, 2014, Time: 12:41:36, Page 1 0 W O) bl 0 0 0 O 0 co 73 m a c c.-0 cn m 0 O 0 0 Test Report for 51XX S. 170th St. @ hydrant #H2247 1 6"C TRAC-?T064-3 5/8 D!•! a/D75 100 ° 60 22 `' o 4 a w N-� j w w N— w u1100 ao co (AD w rn OckA 120 N NO aw �� I co .44 w o 0 V —I w Opp_ O v 4— ;EA—TAL { FT] _. W CS) 118 1 < V3879 5105 58837 58837812 (J-1 ❑ z� 588.38179 CO0 5122 w H269j008 51ST A 5102 58838182 5108 0 8"DI TrYNTTRATT r g§ 9 c.n Q) N V (l1 100 VEA S, w rn D � N 1 2-1 588.378/1(" (i) co • 5127 .q , ° .58837R1 3 LTI 5135 588.37800 E—� 5147 588.38.306 5145 co 0 58838299 5159 5883776' 5155 o 58837767 0 N % - -N ° o w LIMITS KSC 0� . 8820 90 8"DI 5163c—A 588.37768 0 0 W 100 co in :Z 1� 10,5.0— �•5162 -1 Nr1 co m-1 o 0 588.377.E 1—c,.j 5124 D 58837721 n 5134 588.3777/'0 5156 58837720 5158 588337719 01 58857718 0 .WO 3`dl—V3S U) 2 5144 n D 588.38.E 7 o O -Ia 45. I J..3.376* 588383 r U o 30 iVa3 V64481 INSTALL 79.07 / ZG'T �r0 a)o woo `° - % r W Q4N ki v N ki O _,cc W.� V VIU 247 55.50 E »�15.50 80 20 95.54 o c O N —I a oo CO w w C O 5155 L 88 L— V _p 0 CO o N GJ N 111.96 0 WATFTR.—DI.SITRICT itZMAY 98 � ® 93 o TUKWILA CITY LIMITS ORD. 247 J __ _ ,. I,V16/1'�`�1 I Co on IC. 1 ° ❑ SW09-1, 2010 3RD 4VE S. li`i"11tKINGr WA BETTER VOIR RENT"3460 S 148th Suite 100 ' " err Phone: Seattle, WA 98168 SEWER•►ISTRICT Phone: (206) 242-3236 TR Fax: (206) 242-1527 CERTIFICATE OF SEWER AVAILABILITY / NON AVAILABILITY Residential: $ 50.00 Commercial: $ 100.00 Certificate of Sewer Availability OR C: Certificate of Sewer Non -Availability Part A: (To Be Completed By Applicant ) Purpose of Certificate: 1 Building Permit ❑ Preliminary Plat or PUD ❑ Short Division ❑ Rezone ❑ Other Proposed p d Use: ❑ Commercial Residential Single Family ❑ Residential Multi -Family ❑ Other Applicant's Name pp M i ��,3KN�r (� S� �h�s Phone Number 20 6. 7q0' �i 3 9/ 7 Property Address 5 1‘o Sa /707 j'1 ru ILGitedlcv►ic j Tax Lot Number gj 5a,C)-(,)tjg Legal Description (Attach Map and legal Description if Necessary ); Vila e f VI L w DA/ / 10 1., .it 86 GJFC`i✓ 67 f,A✓� Cv c., S 3 /d✓ -o Part B: (To be Completed by Sewer Agency ) a. A Sewer Service will be provided by side sewer connection only to an existing 1 JI size sewer 1 O . feet from the site and the sewer system has the capacity to serve the proposecs�EIVED OR ❑ b. Sewer service will require an improvement to the sewer system of: CITY OF TUKWILA ❑ (1) feet of sewer trunk or lateral to reach the site; and/or OCT 1 4 2014 ❑ (2) The construction of a collection system on the site and/or ❑ (3) Other (describe) PERMIT CENTE 4 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' iv 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 $ a. District Connection Charges due to connection: �� d prior GFC: $ g5-o SFC: $ OW ` Unit: $ Total $ (Subject Either a King County/METRO Capacity Charge may be due upon connection b. Easements: ■ to Change on January 1st) Charge, SWSSD or Midway to sewers. Required Sewer ■ District Connection /,,,,2.1 D May be Required c. Other /1 vs' rc —coone J vwi s P''4.4 •l, sever• - 44 d 4190", I hereby certify that the above sewer agency information is true. This certification shall be valid or one year from the da f signature. By-d''ieL Title � , Date l 0/Gf f .20! / i 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 must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditionedupon 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. 1 acknowlddge 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 16Joq//y, Reset Form Print Form General Facility Charge and System Facility Charge to increase in 2015 After 17 years with no change in either the General Facility Charge (GFC) or the System Facility Charge (SFC) Valley View will be increasing both the GFC and SFC in 2015. The GFC which has-been set.at $850.00 since 1997 will go up to $1427.00. The SFC which has been set at $1900.00 since 1997 will -go up to $4000.00. This is intended to give you advance notice of this planned increase in connection charges. Please take this information into consideration when budgeting for future projects which will require connection to sewers. CITY OF TUKWILA Department of Community Development 630o Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 Permit Center/Building Division 206 431-367o Public Works Department 206 433-0179 Planning Division 206 431-367o AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) COUNTY OF KING ss. S. M I OH S [please print name] , states as follows: PERMIT NO: DI4-o32� 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 (3' , 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. r LAURIE A. WERLE NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES rhosisteamaltYmetaaammemteme Owner/Owner's Agent* Signed and sworn to before me this ISM daf C)I/ lb r , 20 / y. Y PUBLIC in and for the State of Washington Residing at King , County Name as commissioned: Laurie A Wef le My commission expires: 05/29/18 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 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 46.7o RCW who shall warranty service and repairs under chapter 46.7o 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; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. * Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. S89'21'31 "E 80.03' —4" FOOTING DRAIN i.0% MIN -TYPICAL 12" BELOW FOOTING 29 39 24.89 — 4" ROOF DRAIN TYPfiCAL EX CB RIM= 35.8' N I.E.=251.9 8"0 DI I (W) DRIVEWAY . (CONCRETE' REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 0 2014 City of Tukwila BUILDING DIVISION 10,89. SEWER DOWNSPOUT (TYPICAL) 7,74 6"DI FROM ROOF & FOUND DRAIN ® 2.0% (MIN) (TYPICAL) YARD DRAIN I.E.=522.0 10' TRENCH PER FIG C2.2A STORM DRAIN LOT NO. 3 SITE ADRESS 51XX S. 1•70th St Tukwila, WA PARCEL NUMBER 8125200482 These plans have been reviewed by the Public Works Department for conformance with current 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: 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 Sq Ft Patio 264 Sq Ft TOTAL 3,566 Sq Ft IMPERVIOUS COVERAGE: 4 8.7 % PLASTIC COVERING BURY SHEETING IN 4 IL X 6 IN. TRENCH A IANWUM. OF B Fr. SETBACK FROI TOP CF SHAPE BACO1LL MATH WASHED ROC(. PROVIDE ENERGY DISSIPATION AT TOE VAE N NEEDED. TOE IN SHEETING N 4 N. X B IN. TRENCH A YNNUY OF 3 FT. SETBACK FROM BOTTOM Of SLOPE BACOBI WTIH WASHED ROCK CONVEY RUNOFF 10 APPROVED LOCATION. STOCKPILES ANCHOR 'EIGHTS IWTH STAKES 10' MAX SOL BEM STRAW BALES CUT SLOPES E1.20 ANCHOR WEIGHTS N1TN STAKES TO PROVIDE IMMEDIATE TEMPORARY EROSION PROTECTION TO SLOPES AND DISTURBED AREAS THAT CANNOT BE COVERED BY MULCHING & MATTING CONVEY RUNOFF TO APPROVED LOCATION. 10' MAX 3 MN. PRESERVING VEGETATION TREE FENCING SHALL BE A MINNUM OF 4' HIGH ORANGE POLYETHYLENE LAMNAR SAFETY NLITNG POSTS GROUND METAL -r NO 2'N DURABLE EQUIVALENT 4'- N E1.25 CANOPY DRIP IDE PROTECTIVE FENCING DURING CONSTRUCTION ,. 3-1NMAY B DRIP RULCH OOT MAY BE OED FOR ROOT PROTE ATNIN FENCED AREA 2. OUTSIDE OF PROTECTIVE FENDING CAMPY DRIP UNE—ACNAL FEEDER AREA PROTECT ROOTS 2—HONES R0315 ExIFNO WELL BEYOND DRIP EN DIAMETER BY HAND EXCAVATION TE0NIWES. LINE 1 MINIMIZE CONSTRUCTION ZONE: PROTECT VEGETATION OUTSIDE CONSTRUCTION ZONE BY SEGREGATING R NTH HIGH VISIBILITY CONSTRUCTION FENCING TO REDUCE EROSION BY PRESERVING NATURAL VEGETATION WHEREVER PRACTICABLE A METAL FENCE POSTS NOTE: ANGLE SILT FENCE BACK UP THE SUPS AT TIE END OF RUN. E3.10 FILTER FABRIC MATERIAL I»' M,DE yr....„..--- BOLLS USE STAPLES CR WE RAM m ATTACH FABRICPRE—APPROVED 10 NNE NAAFI 700X OR I PRE —APPROVED EQUAL Y X Y X 14ga WIRE FABRIC OR EQUIV. (OPTIONAL —PER SITE CON1RCN) BURY BOTF011 OF FILTER MA AL N Nr x IY TRENCH FILTER FABRIC UATERIAL BAC FLL WTIF NATIVE SOIL MATERIAL OR ARAVEL BACfFLL1 N TRENCH AND Cl BOTH S CES OF FENCE FABRIC ON THE SURFACE A TO NTERCEPT & DETAIN SMALL AMOUNTS OF SEDIMENT UNDER SHEET FLOW CONDITIONS FROM DISTURBED AREAS DURING CONSTRUCTION. TO DECREASE VELOCITY OF SHEET CONSTRUCTION ACCESS E2.10 STABILIZED ACCESS SHALL BE USED N ALL AREAS OF 1HE SITE NTH VETI0E TRAFTTC MD PARKING INCLUDING PLANING STRIPS OTHER MEANS OF PROVIDING STABILIZED ACCESS MILL BE CONSIDERED. URBAN DESIGN GROUP URBAN DESIGN GROUP B79 RAINIER AVE N. SUITE A-200 • RENTON, WA 98057 PHONE: (206) B3e-825D EMAIL: ADMIN@URBANDESIGNS.US MINHAS RESIDENCE RECEIVED CITY OF TUKWILA OCT 1.. 4 '2014 PERMIT CENTER DRAWN BY: AVA DATE ISSUED: 5.07.12 REVISED: 10 SITE PLAN GRAPHIC SCALE a0 ( LN FEET ) 1 inch = 10 fl GENERAL NOTES INTERNATIONAL RESIDENTIAL CODE 2012 EDITION AND ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISTICTION TO BE FOLLOWED. 2012 INTERNATIONAL RESIDENTIAL CODE 2012 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 IN 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 IS PROVIDED, FOUNDATION DESIGN IS 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 DAY STRENGTH OF CONCRETE - BASEMENT WALLS 4 FOUNDATIONS 4 OTHER CONCRETE NOT EXPOSED TO WEATHER: 2,500 PSI - BASEMENT SLABS 4 INTERIOR SLABS 2,500 PSI 4 INTERIOR SLABS ON GRADE, EXCEPT GARAGE DOOR SLABS - BASEMENT WALLS 4 FOUNDATION WALLS, EXTERIOR WALLS 4 OTHER VERTICAL CONCRETE WORK EXPOSED 3,000 PSI TO THE WEATHER: - PORCHES, CARPORT SLABS 4 STEPS 3 000 PSI EXPOSED TO WEATHER, 4 GARAGE FLOOR SLABS: GARAGE FLOORS TO SLOPE 1/6'/FT. MN. 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 3/41 IN. TOOLED JOINTS AT 5' FT. (MIN.) O.C. CONCRETE COVER OF RE INFORCING 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 6-SHEETS FOR NAIL SIZES AND SPACING. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 6" MIN. CLEARANCE BETWEEN WOOD AND EARTH. 1S" 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 SHEET -Si 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 5/6" DIAMETER AT 6'-0" D.C. MINIMUM 1" EMBED. ALL METAL FRAMING ANCHORS AND HANGERS SHOWN ON DRAWINGS SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY SIMPSON COMPANY. PLYWOOD PLYWOOD WALL AND ROOF SHEATHING SHALL BE 3/4" COX, 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 SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS SO AS TO FROM AN INTEGRAL PART OF THE WHOLE BUILDING. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACEALL TRUSSES. SEE SHEET -Si FOR DESIGN CRITERIA INSULATION AND MOISTURE PROTECT ION 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. • R-10 RIGID FOAM INSULATION ON 4X EADERS AT EXTERIOR 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 SHALL EXTEND TO THE 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 SHEATHING 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. . AT BUILT-IN GUTTERS. - ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL 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 1.5-1 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/ AROUND 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 S 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 THE 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, HVAC, 4 ELECT. EQUiP. GLAZING MAXIMUM: ZONE 1: UNLIMITED, GROUP R3 OCCUPANCY GLAZING 'U' VALUE: VERTICAL (MAX): .30 (ZONE: MARINE 4) OVERHEAD (MAX): .50 (ZONE: MARINE 4) DOOR 'U' VALUE (MAX): .20 (ZONE: MARINE 4) (DOORS W/ MORE THAN 50 CONSIDERED A WINDOW) iiVAC PERFORMANCE: 'MED' OR AFUE = .95 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.'7 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 CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER AS 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 GFM INFILTRATION PER SQUTARE FOOT OF DOOR AREA. SAFETY GLAZING SHALL BE LOCATED WITHIN 1. INGRESS AND EGRESS DOORS 2. SLIDING GLASS DOORS, SWINGING GLASS DOORS 3. SHOWER AND BATHTUB ENCLOSURE'S 4.GLAZING IN/ THE EXPOSED EDGE WITHIN A 24" ARC. OF EITHER VERTICAL EDGE OF A DOOR IN THE GL:OSED PORTION4 BOTTOM EDGE IS LESS THAN 60" ABOVE THE WALKING SURFACE GLAZING GREATER THAN q S.P. 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 WORKMANSHIP 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 SE 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 SHALL 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. REVISIONS No changes shall bemade e to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. SEPARATE IRED FOR: 2:lt REQUIRED Mechanical Electrical D Plumbing [D Gas Piping City of Tukwila BUILDING DIVISION Prescriptive Energy Code Compliance for Climate Zones 6, 5 and Marine 4 'roject Information Contact Information VIINHAS RESIDENCE This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date Climate Zone 5'& Marine 4 -, 6 R-Valuea U-Factor° Fenestration U-Factor" Skylight U-Factor Glazed Fenestration SHGC"° Ceiling 'hood Frame Wall°'`' Vass Wall R-Value' Floor Below Grade Wall`k SlabdR-Value&Depth R-Valuea U-Factora n/a 0.30 , n/a 0.30 n/a 0.50 n/a 0.50 n/a n/a n/a n/a 49' 0.026 49 0.026 21 int 0.056 21+5ci 0.044 21/21" 0.056 21+5" 0.044 30g 0.029 309 0.029 10/15/21 int+TB 0.042 10/15/21 int+TB 0.042 10,2ft n/a 10,4ft n/a 'Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two-family dwellings and townhouses, as defined In Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: LJ1. Small Dwelling Unit: 0.5 points Dwelling units Tess than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to e>asting building that are less than 750 square feet of heated floor area. J2. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in #1 or #3, including additions over 750 square feet. D3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope la 0.5 1b Efficient Building Envelope 1b 1.0 lc Efficient Building Envelope lc 2.0 2a Air Leakage Control and Efficient Ventilation.2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 0.5 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 2.0 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 0.5 5b Efficient Water Heating 1.5 6 Renewable Electric Energy 0.5 Total Credits "P lease refer to Table R 406.2 for complete option des criptions • ENERGY STAR ELECTRIC WATER HEATER SPEC'S Energy Factor First -Hour Rating EF >= 2.0 FHR >= 50 gallons per hour •1200 wh Safety' UL 174 and UL1995 PLANNING APPROVED • No changes 'can be madeto these plans without approval from the Planning Division of DCD Approved By: Date: 'iV %\ 1.5 0.0 1.50 1 11 1;;;;JI :11111 MIM. SNL INS X SHEET # Al GENERAL NOTES 4 PLAN PREVIEW A2 MAIN FLOOR PLAN A3 UPPER FLOOR FLAN A4 ELEVATIONS (FRONT, RIGHT) AS ELEVATIONS (REAR, LEFT) A& 1-3UILDINC CROSS-SECTION Al DETAILS 4 VENTILATION SCHEDULES 51 GENERAL NOTES 52 FOUNDATION DETAILS 53 FRAMING DETAILS 54 FOUNDATION/MAIN FLOOR FRAMING PLAN S UPPER FLOOR FRAMING PLAN S6. ROOF FRAMING FLAN ENERGY REQUIREMENTS • SMOKE ALARMS: SHALL BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMA AND ON EACH ADDITIONAL STORY OF THE DWELLING. ALARM DEVICES SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WITH BATTERY BACK-UP AND SHALL BE INTERCONNECTED SUCH THAT WHEN ONE ALAR" I IS ACTIVATED, ALL OF THE ALARMS WILL BE ACTIVATED AND SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE tier! IRC AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 12 • NOTICE UNDER FLOOR FRAMING INSPECTION'S REQUIRED PRIOR TO FLOOR SHEATHING INSTALLATION. EXTERIOR 4 INTERIOR SHEAR -WALL NAILING INSPECTION IS REQUIRED PRIOR TO COVER. ROOF -SHEATHING NAILING INSPECTION IS REQUIRED PRIOR TO COVER • RAIN DRAIN LEADERS AND FOOTING DRAINS SHALL BE TIGHT LINED TO AN APPROVED POINT OF DISPOSAL 4 INSPECTED PRIOR TO COVER • APPROVED ADDRESSES SHALL BE PROVIDED FOR ALL NEW 4 EXISITING BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL BE A MINIMUM OF 4(FOUR) INCHES HIGH AND CONTRAST TO THE SURFACE ON WHICH THEY ARE BEING ATTACHED. LARGER NUMBERS MAY BE NECESSARY TO ASSURE VISIBILITY. • THE CONTRACTOR SHALL VERIFY THE PROPERTY LINES AND SETBACKS FOR THE PLACEMENT OF THE STRUCTURE AUTHORIZED BY THE PERMIT. ALL PROPERTY LINES SHALL BE IDENTIFIED AND STRING LINES PROVIDED AT TIME OF INSPECTION • GABLE ENDS: SHEATH ALL GABLES -END TRUSSES WITH 1/16' OSB OR 1/2' CDX SHEATHING (FULL HEIGHT) AND PROVIDE AN APPROVED METHOD OF ATTACHMENT FOR SHEAR -FLOW FROM BOTTOM CHORDS OF TRUSSES TO DOUBLE TOP PLATES • TRUSS ENGINEERING REQUIRED AT FRAMING INSPECTION • PROVIDE TWO SEISMIC BRACES/STRAPSAT WATER HEATER TO STRUCTURAL MEMBERS 4 AN APPROVED/LISTED THERMAL EXPANSION TANK • ALL BUILT UP STUDS SHALL BE STITCHED NAILED WITH 16cl NAILS PER EDGE NAILING SPACING OF SHEAR WALL. SCHEDULE UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD • ALL FOUNDATION REBAR SHALL BE HELD IN PLACE AT THE TIME OF FOUNDATION INSPECTION AND VERTICAL REBAR SHALL BE HOOKED AT 4' ON CENTER MINIMUM THE OWNER IS RESPONSIBLE FOR ALL ERRORS AND OMISSIONS LOCAL AUTHORITIES ASSUMES NO LIABILIT FOR ERRORS OR OMMISIONS (1620 SMC) '\ FILE COPY Permit No. 71 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowiodgod: By: ///54/ City of Tukwila BUILDING DIVISION Date: PLAN PR-VH-W SCALE: NOT TO SCALE RECEIVED CITY' OF TUKWILA NOV 1 4.2014 CORRECTION pIW- o,2i URBAN 1aESIC N CsROUP hereby reserves it's common law copyright anti other property rights In these plans, rdeas and dessiens. Theses ideas cleat ns and plane area not to bee reproolueel, changed or copTad In any form or mannesr whatsoevr, nor arcs theey to be assigned to any third party, without first obtarning the express written parmieston from URBAN DESInN CROUP. Written dimeeneIons on theses 3 shall have precedence over stela dimnsions. contractors shall verify and be responsible for all dimesnelons and conditions of the Job and URBAN ROUF must be notified Tn writting of any varratron from the dimensions, conditions and specifications eonstruetTon shown by thecae drawings. All shall ba in accordancd with the standard building coda. cselccIJ an state and local cods. COPYRIGHT ® 2010 URBAN DESIGN, INC. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 0 2014 City of BUILDIN kwila [VISION ucLu 16 , LJ 4 e a n e 51XX a. 1 Ot'i St 0 Z to N W 0 Z 819 RAINIER AVE. N. SUITE A200 RENTON, WA 98051 1=1N:(206) 838-8250 E: a dmineurbandesigns.us DRAWN BY: AVA DATE ISSUED: 03/22/13 MODIFIED BY: ENGINEER: NN REVISION A REVISION Project No.: 13113 41 c'F PERMIT CENTER r FLOOP? PLAIN NOTES: 9'-2' 1 3/8' SOLID CORE WOOD OR 20 MN. FIRE RATED MTL DR W/ SELF CLOSER 19'-6' X 22+ / 21-3" 1. WINDOWS 4 DOORS ARE SHOWN 4 NOTED AS NOMINAL SIZES. 2. EXTERIOR WALLS TO BE 2x6 STUDS 9 16' O.C. U.N.O. 3. LOWER FLOOR WINDOW HEADERS TO BE 6 6'-8' ABV. FINISHED FLOOR UN.O. 4. 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 IS A CEILING CHANGE GREATER THAN 24' NOTE: WRAP ALL WALLS, POSTS, BEAM , 4 CEILING W/ 5/S' TYPE ' ' GWB 26 GA. STRAP AROUND W.H. TO WALL 6 TOP 4 BOTTOM 18' H PLATFORM 4' CONCRETE W/ (2) LAYERS 3/4' PLYWOOD LINE OF FLR ABV. 1 PROVIDE MIN. 22'x30' ATTIC ACCESS INSULATE 4 WEATHER STRIP 1T-1011 441 41-4' LEST SUITE 121-0' X 12'-6' 16°8°0.H. GARAGE DOOR 6. ALL WINDOWS TO HAVE AIR INLETS 4'-0° 21'-8' 4'-0" INSTALL 36" WIDE GAS FIREPLACE PER MANUF. SPECS. C- RAT ROOM 20'-8' X 111-6' N. OF FLR. ABV. C.M. O110V S.D. O 110V S.D. PROVIDE MIN. 18'X30' CRAWL SPACE ACCESS INSULATE 4 WEATHER STRIP LiVING 14'-0' X I3'-8' INSTALL 36' WIDE GAS FIREPLACE PER MANUF. SPECS. 1 / . / L----_\ \\ // .--- \\ / •\ \._ _, /// • ARCH SEE ELE II 31-0' i SC/ 64'-0" WINDER TREADS SHALL HAVE A MN. TREAD DEPTH OF 10 NCI-4 MEASURED 12' FROM THE SIDE WHERE THE TREADS ARE NARROWER MAIN FLOOR PLAN SCALE: '1/4' = 11-0' 8. LIGHTING SYSTEMS, A MINIMUM OF 50% OF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE COMPACT FLORESCENT OR HIGH EFFICIENCY LAMPS. 9. PROVIDE STAIRWAY ILLUMINATION PER I.R.G. 10. SEE SHEET Al FOR ADDITIONAL NOTES. 11. SEE SHEET A6 FOR VENTILATION SCHEDULE 5. R315.1 AND R315.2 (WA ST. AM-D) CARBON MONOXIDE ALARMS AND DETECTION SYSTEMS REQUIRED IN ALL NEW CONSTRUCTION, STAND-ALONE INSTALLED IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITH FUEL -FIRED APPLIANCES OR THAT HAVE ATTACHED GARAGES OR HOUSEHOLD DETECTION SYSTEMS W/AUDIBLE NOTIFICATION 4'-4' O110V S.ID. 15'-4° SI-1/TTi II PREP. ISLAND KITCHEN 151-4' X 161-0' PREP ISLAND 5'-0" foam III '4 VI 5 SHLVS II 3'-0' 4.",;44 ! 2' - / " REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 0 2014 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 O 110V S.D. 4 Y.T.O. R. 4 S. TYP. U.N.O. I.R.0 I.B.0 WSEC LINE OF CROSS SECTION DETAIL REFERENCE "DETAIL "PAGE SMOKE DETECTOR FANS VENT TO OUTSIDE ROD 4 SHELF TYPICAL UNLESS NOTED OTHERWISE INTERNAT. RESIDENT. CODE INTERNAT. BUILDING. CODE WA STATE ENERGY CODE RECZIVIED CITY OF TUKWILA NOV 1 4 2014 PERMIT CENTER NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN REFERENCES AND/OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLAN LAN DESICsN CROUP hereby reserves it's common law copyright and other property rights In these plans, ideas and designs. These ideas, dentcgns and plans are not to be rproducd, changed or copied in any form or manner whateover, nor are thy to be diestgned to any third party, without first obtaining the express written permleslon from URBAN DESSICzN GsROUP. Written dimnslone. on these ehall have precedence over scale dlmnetone. Contractors sha II verify and be responsible for all dtmenslons and condtttons of the Job and URE3AN DESIGN CsROUP must be notified in writting of any variation from the 11mnslons, conditions and specifications construction shown by these drawings. All shall be in accordance with the standard bulldtng code. CSE CG1) an state and local codes. COPYRIGHT ® 2010 URBAN DESIGN, INC. 11 6-) 0 411 ik- a 0 z 0 W 0 Z re W4 9SID5-1 DRAWN BY: AVA DATE ISSUED: 03/22/13 MODIFIED BY: ENGINEER: NN REVISION A REVISION Fro eat No.: 13113 SI-4E_E=T 1 C WHOLE HOUSE FAN W/ AUTO TIMER 4 MANUAL OVERRIDE FLOOD: PLAN NOTES: 3'-S' LAUNDRY V.T.O. O10V S.D. WHOLE HOUSE FAN W/ AUTO TIMER 4 MANUAL OVERRIDE DEN/E3ONUS 11'-8' X 10'-6' 5°5° SL. G.D. GRESS SAL a ONY 36' RAILING WALL BELOW ROOF BELOW 91-0II • 1-1'-10" 36' RAILING SALONY E3E D RM. #2 121-2' X 121-6" C.M. O 110V SD. 26 &CASE ARC SEE ELEV 11-1' 11-11 OS 60s PIC. ARCH SEE ELE 211-5' eg PIC. ARCH SEE ELEV _I LCOFFERED CLGj L HOEN TOII HELOUJ JL JL 36' RAILING II 551-611 13RiPGk. WINDER TREADS SHALL HAVE A MIN. TREAD DEPTH 1 OF IC)INCH. MEASURED • I 12' FROM THE SIDE WHERE THE TREADS ARE NARROWER BELOW ii'-10" N 0 110Y S.D. C.M. O 110V S.D. 3'-0" -11-10" 36' RAILING — BALCONY 5°a 1N'. SUITE 151-0'+ x 151-61+ \ ' 6 \ 30' SEE THRU GAS FIREPLACE PER —MANUF. S_'FCS. J PROVIDE MIN. 22"x30' ATTIC ACCESS INSULATE 4 WEATHER STRIP a _ ARCH SEE ELEV EGRESS 51-0" 2 II 8' x 66' OAK'N TUB 3'-0" 21-/ ' 11-0' % / 1. WINDOWS 4 DOORS ARE SHOWN 4 NOTED AS NOMINAL SIZES. 2. EXTERIOR WALLS TO BE 2x6 STUDS 9 16' O.C. UN.O. 3. LOWER FLOOR WINDOW HEADERS TO BE g 61-5' ASV. FINISHED FLOOR, UN.O. 4. SMOKE DETECTORS: • SHALL BE 110 V INTERCONNECTED W/ BATTERY BACKUP i 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' 6. a 10. 11. 5. R315.1 AND R315.2 (WA ST. AM-D) CARBON MONOXIDE ALARMS AND DETECTION SYSTEMS REQUIRED IN ALL NEW CONSTRUCTION, STAND-ALONE INSTALLED IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITH FUEL -FIRED APPLIANCES OR THAT HAVE ATTACHED GARAGES OR HOUSEHOLD DETECTION SYSTEMS W/AUDIBLE NOTIFICATION UPPER FLOOR PLAN SCALE: 1/4' = 1'-0' ALL WINDOWS TO HAVE AIR INLETS LIGHTING SYSTEMS, A MINIMUM OF 50% OF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE COMPACT FLORESCENT OR HIGH EFFICIENCY LAMPS. PROVIDE STAIRWAY ILLUMINATION PER I.R.C. SEE SHEET Al FOR ADDITIONAL NOTES. SEE SHEET A6 FOR VENTILATION SCHEDULE NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN REFERENCES AND/OR INSTRUCTIONS PERTAINING TO EACH SHEAR 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 CODE COMPLIANCE APPROVED NOV 2 0 2014 City of Tukwila BUILDING DIVISION LEGEND O 110V S.D. • V.T.O. R. 4 S. TYP. U.N.O. I.R.0 I.B.0 WSEC LINE OF CROSS SECTION DETAIL REFERENCE "DETAIL "PAGE SMOKE DETECTOR FANS VENT TO OUTSIDE ROD 4 SHELF TYPICAL UNLESS NOTED OTHERWISE INTERNAT. RESIDENT. CODE INTERNAT. BUILDING. CODE WA STATE ENERGY CODE AREA SUMMARY MAIN FLOOR: UPPER FLOOR: TOTAL: GARAGE: RECEIVED CITY OF TUKV+lie A NOV 1 4.2014 PEff417 T CENTER 3,660 sf. URBAN DESIGN C•.ROUF' hereby reserves It's common law copyright and other property rights in these plans, ideas and designs. These ideas, cleat -ens and plane are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be aesTgned to any third party, without first obtaining the express written permission from URBAN DESIGst'l CiROUi=". Written dimensions on these shall have precedence over scale dimensions. Contractors shall verify and be responsible for all dimensions and conditions of the ,Job and URBAN DESIGN CsRC'UF must be notified in wrltting of any variation from the dimensions, conditions and specifications construction shown by these drawings. All shall be in accordance with the standard building code. (9E3CCI) an state and local codas. COPYRIGHT ® 2010 URBAN DESIGN, NC. 01 01 k....) 01 Q.) <I[ (2) 03 o (D ,— lY 0 W- .11 -IP � d Zco l,I 11— O U , 111 c- 41- 0 0 X V o 0 X U-y"--- J in ,_ n#; O. 3 0 It 0 2ENTON, UJA 9805- •bandesigns.us q fig ,, ,: --. URBAN DESIGN DRAWN BY: AVA DATE ISSUED: 03/22/13 MODIFIED BY: ENGINEER: NN • REVISION A REVISION Q Project No.: 13113 S i- 4 E_ E= T A3 ,F _ CONT. METAL GUTTER ON 5/4X8 FASCIA BOARD TYP. 36' H. GUARDRAIL CONT. METAL GUTTER ON 5/4X8 FASCIA BOARD TYP. lin CONT. METAL GUTTER ON 5/4X8 FASCIA BOARD TYP. • • • • • • • • • • • • • • • • • • 3' STUCCO BUILD OUT . 1G1-17 (EAST) ELEV4TION SCALE: I/4" = 1'-0" COVERED ENTRY PORCH FIELD VERIFY RADIUS WRAP -ROUND COLUMN 3 ° STUCCO BUILD OUT F'CNT (SdPUTk) ELEVATION SCALE: 1/4° = 1'-0" REVIEWED FOR CODE CAPPROVED AP NOV 2 0 2014 City of Tukwila BUILDING DIVISION ROOF MID. -PT. ELEV. 280.4 PL. 63 UPPER FLOOR DECORATIVE FOAM MOLDING (TYP.) UPPER FLOOR PL. g MAIN FLOOR EXCEPT ENTRY/STAIRCASE STUCCO FINISH, TYP. MAIN FLR. MAIN FLR. 6 LIVING FINISHED GRADE AVG. GRADE 255.8 7 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.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. 5. PROVIDE FLASHING AT ROOF PENETRATIONS 6. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR 4 GARAGE -INTERIOR DOORS. 1- PROVIDE CONTINUOUS GUTTERS 4 DOWNSPOUTS 6 ALL EAVES, TYP. a ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY VISIBLE FROM THE STREET FRONTAGE. MIN. 4' HEIGHT, I/2' STROKE WIDTH AND CONTRASTING BACKGROUND. PROVIDE STAIRWAY ILLUMINATION PER I.RC. 10. SEE SHEET Al FOR ADDITIONAL NOTES. 11. PROVIDE SURFACE DRAINAGE 6' : 10' MIN. AWAY FROM HOUSE FOOTPRINT RECEIVED ED 1;ITY OF TUKW@ .. '/. NOV 1 4 2014 PETIMl s 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 DESIGN r:ROUP hereby reserves it's common law copyright and other property rights In these plane, Ideas and designs. These ideas, designs 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 party, without first obtaining the express written permission from URBAN DESICzN GxROUi='. Written dimensions on these shall have precedence over sca le dimensions. contractors shall verify and be responsible for all 11menslone and conditions of the Job and URBAN DESICzN ROUF must be notified In writting of any variation from the dimensions, conditions and specifications construction shown by these drawings. All shall be in accordance with the standard building code. (SBCI) an state and local cods. COPYRIGHT © 2010 11RGAN DESIGN, INC. Q-.) 01 k.__.) ,..._ 1,i 01 CD <1[ 0 RU o .— D g.) CV (D ii Z c� -1- o 111 U . � cs) , o o x _ , ox IL I --I- .-- a D Z o W CI - in m3 Z Q) 1-0 Ili ZN q3 0 t W 5n di ' i& V/ Le) W m LUc13 W `4 � ll- DRAWN BY: AVA DATE ISSUED: 03/22/13 MODIFIED 5Y: ENGINEER: NN REVISION A REVISION Q , FrOJ eat No.: 13113 A4 S1-4E_ E= T ,F A COMP. SHINGLES TYP. 6:I2 N. / LEFT (WST) ELEVATION SCALE: 1/4' = i'-0' r COMP. SHINGLES TYP. 6:12 COMP. SHINGLES TYP. 6:12 A— (NO"T1-1) BVATION SCALE: 1/4° = 1'-0° ELEVATION NOTES: 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. 5. PROVIDE FLASHING AT ROOF PENETRATIONS 6• PROVIDE UJEATHER STRIPPING AT ALL EXTERIOR 4 GARAGE -INTERIOR DOORS. 1. PROVIDE CONTINUOUS GUTTERS 4 DOWNSPOUTS fa ALL EAVES, TYP. a ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY VISIBLE FROM THE STREET FRONTAGE. MIN. 4° HEIGHT, 1/2° STROKE WIDTH AND CONTRASTING BACKGROUND. e. PROVIDE STAIRWAY ILLUMINATION PER I.R.C. 10. SEE SHEET Al FOR ADDITIONAL NOTES. 11. PROVIDE SURFACE DRAINAGE 6' : 10' MIN. AWAY FROM HOUSE FOOTPRINT REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 0 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWI .I(l'. NOV 1 4 2014 PF:O1614T 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 CONT -,, CTOR. URBAN 1=)EICzN C=ROUi=' haraby raearvas it's common law copyright and other property right& in these plans, Tdaas and designs. The ideas, desiggns and plane era not to be rproducad, changed or copied in any form or manner whatsoever, nor area they to beef assigned to any third party, without first obtaining the express written parmiaaton from URBAN DESIGiN CROUP. UJrittan dimanatons on these shall have pracadanca over scales dlmansione. Gontractore shall verify and Om responsible for all dlmanaione and condltlons of the ,Job and URBAN [7ESIC=N ROUt'''' must Ica notified to writting of any varlatton from the dimensions, conditions and specifications construction shown by thaw drawtnge. All shall ba in accordancd with the standard building cod. CSBCCIJ an state and local codas. COPYRIGHT® MO IURBAN DESIGN, INC.. 01 01 0 01 CD <1[ 0 R� o- C V Q-) LY-- il -P CD ts Z c00 U „ ill c 41-- --) (r) i. 0 0 x w ,_ 0g_ x -)----- __I .,___ in n 0 0 It 1.9 ,_ 00 N m0, o 9 rn o-0 Z n3 ;4:1 Z la 0 N W 0 E. N. SUITE A200 5 -S250 E: admineur e§GrS 1�d't 't i t'�h �ti W !Jr o 0 DRA.UN 1E3Y: AVA DATE ISSUED: 03/22/13 MODIFIED BY: ENGINEER: NN REVISION A REVISION Q Project No.: 13113 Asc:,,F4 INSULATION BAFFLE VENTED BLOCKING CONTINUOUS GUTTER OVER 8' FASCIA FINISH PER ELEVATION ATT IC MANUFACTURED TRUSSES •® 2.4' O.C. TYPICAL ROOF CONSTRUCTION ARCH. LAM. COMP. ROOFING OVER 15* ROOFING FELT OVER 1/2' CDX OR 1/16' OSB SHT'G (CCX PLYWD AT EXPOSED EAVES) MFG. ROOF TRUSSES 6 24' O.C. ♦• : •i i ;—� 5/8" G.U.BTYP. 1/2' G.W.B. TYP. � R-49 INSUL. ''''----1/2' G.W.B. — TYP. typical interior wall -\N .. :. 2 .2 (2) 2x4 top plates 2x4 studs 6 ' 0.c. 2x4 bottom plate b in UPPER FLOOR y \ \ �// ,�\ `� �� D E I �l / 5 O I �t U S `� `� �' �' `. �� 1� . ,�I t�l 00 BRIDGE.: II 1 36' 1 H. RAi _ —3/4' T. 4 G. PLYWOOD OVER 11-1/8 TJI FLOOR JOISTSIIII iii 111 I !IL a `' W/ R-30 INSULATION l = -- - 64444444444444444446444664444444 OVER 1/2' CDX OR O.S.B. OVER 15Ib FELT OVER FINISH GRADE :_:AO: GENERAL NOTS: R303.6.1 LIGHT ACTIVATION AT STAIRWAYS. ONLY WHERE A STAIRWAY HAS SIX OR MORE RISERS, THERE MUST BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHTNING OUTLET. R305.1 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. fR311.1.5 LANDING FOR STAIRWAYS. THERE SHALL BE A FLOOR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. - EXCEPTION: A FLOOR OR LANDING 15 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 10 FT., SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. R612.1 WINDOW INSTALLATION. WINDOW MANUFACTURERS MUST PROVIDE INSTALLATION INSTRUCTIONS. INSTALLATION MUST COMPLY WITH THE WINDOW'S INSTALLATION INSTRUCTIONS. 12103.1 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 R103.8. 5/8' TYPE 'X' G.W.B. TYP. ' GARAGE CEILING W/ LIVING SPACE ABOVE 2 -CAI GARAGE NOTE: WRAP ALL WALLS, POSTS, BEAMS, 4 CEILING W/ 5/8' TYPE 'X' GWB 4' THICK CONC. SLAB OVER 4' COMPACT SAND AND GRAVEL BASE FOUJDER 3/4' T. 4 G. PL" JJOOP OVER 9 1/2 TJI F.J. W/ R-30 INSULATION R-30— INSULATION R-21 INSUL. •k vV�'V���V��1�1�����%1���?l�'7�%1����%�v;�'V<V�' �''`�,''*Tv<�'7 ��� < ,,Vy��y�A;o>;����,��;�ti��•�yN�iN�•�y�y�y�yo�N •oo�ti,,� �������,,��� ��\M,A� 'SIMPSON' L1550 A. SIDE 1/2' PLYWOOD RISERS (3) 2 X 12 STRINGERS 543' TYPE 'X' G.W.B. TYP. UNDER STAIR si,41 u.i WW* CRAWL SPACE EUEL 1N GROSS -SECTION SCALE: 1/4" = 1'-0" PARTITION RAILING HANDGRIP SECTION BTWN 11/2' 4 2' _ 1143' PART. BD. BULLNOSE HANDRAIL TREADS GLUED 4 SCREWED (INSTALL AFTER ROOF ON) BALLUSTER PARTITION (VERIFY STYLE) A SHOE RAIL FOR BALLUSTERS NOSING OF TREAD 2 X 12 STRINGER 2 X BLOCKING PROVIDE MIN. 36' CLEAR WIDTH AT STAIRWAYS t't 2 X 4 CONT. TOP RAIL (CLEAR CEDAR BEVEL TO SHED RAIN) L 1/2' TYP. 1 PANTRY II • • PL. 0 MAIN FLOOR 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 IX 3 CONTINUOUS CEDAR - TOP 4 BOTT. 4 X 4 CLEAR CEDAR BOTTOM RAIL 4 X 4 CLR CEDAR POSTS ' 6' O/C (MAX). BOLT BTWN DBL DECK JSTS W/ 1/2' 4) BOLTS. (2 EA. POST) DECK RAFLFNC SCALE : 1 1/2' = 1'-0' 2x6 STUDS 16' O.C. W/ R-21 INSULATION TYP. -•4 a) MAIN FLOOR FINISH GRADE ANCHOR BOLTS PER STRUCTURAL PLANS 4 DETAILS, TYP. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 20 2014 City of Tukwila BUILDING DIVISION CITY OF UK WI ..>. NOV 1 4.2014 PEA tR'irT 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 F OM UNAUTHORIZED WORK PERFORMED URBAN 1::ESIN GROUP hereby reserves it's common law copyright and other property rights 1n these plans, ideas and designs. These ideas, designs and plans are not to be reproduced, changed or copied In any form or manner whatsoever, nor are they to be assigned to any third party, without first obtaining the express written permission from URBAN 1 >ESICsN C=RpUP. Written dimensions on these shall have precedence over scale dimensions. Contractors shall verify and be responsible for all dimensions and conditions of the Job and URBAN DESIGN GROUT= must be notified In wrltting of any variation from the dimensions, conditions and specifications construction shown by these drawings. All shall be in accordance with the standard building code. (SBCCI) an state and local codes. COPYRIGHT® 2010 URSAN DESIGN, INC. Q_.) 01 01 0 CO 01 Q.) <1E 0 u o ,— D (1) V Q,) [V ili .1-3 ,, Z FT CU O 0 11I , vi f- 0 0 X V k, _____ 0 X 0- I —I .-- a 0 0 - to 6i n. 9 � zto (I) o-0 zq3 Z 0 Rq N W 0 E. N. SUITE A200 F -S250 E: admineur Z 0• 5 9y of 03 G _ ° `l cc) co W .4 ty IIL01 1— CO DRAWN BY: AVA DATE ISSUED: 03/22/13 MODIFIED EX: ENGINEER: NN REVISION A REVISION L Fro ject No.: 13113 S i- E_ E= T 4e OF A SCALE : 3/4' = 1'-0" (HANDRAIL GRIP SIZE PER A IRC R311.5.6.3.) 1 1/4" NOTE: SPACING BETWEEN INTERMEDIATE GUARDRAIL MEMBERS TO BE SUCH THAT A SPHERE OF 4" DIA. SHALL NOT PASS HANDRAIL, FOR OF DIA. MIN. CONT. FULL LENGTH STAIR THROUGH ANY OPENING HANDRAILS PER IRC R311.5.6 BALUSTERS TO CONFORM E 0 Q E ry 0 0 �� TO IRC R312.2 ill IP SIMPSON SLOPED HUC2OR EQUAL II AA W Zz O} 36" MIN. PER IRC STAIRWAY WIDTH R311.5.1 {� E Q == (9 -� Q 10" MIN. Alift PER PLAN N / TREAD BELOW STAIR INSTALL 1/2" Nmd G.W.B. e CEILING 4 WALLS (3) 2X12 STRINGERS 1- L FIRE BLOCKING e MID -SPAN 16d 0 4' O.C. 2X4 BLOCK 1 THRUST NOTE: GREATEST AND LEAST TREAD 4 RISER SHALL NOT VARY MORE THAN 3/8° (PER IRC R311.5.3.1 4 R311.5.3.2) (3) Sd TOE TO THRUST NAIL STRINGER BLOCK NOT TO SCALE JOIST OR BLOCKING e FLOOR BELOW C1) iNTERIOR STAIIR m NOTE: GUARDS SHALL BE NOT LESS THEN ►O 36 INCHES IN HEIGHT. OPEN SIDES OF STAIRS -J EN,I III WITH SHALL HEIGHT NOSING A TOTAL RISE OF MORE THAN 30" A.F.F. HAVE GUARDS NOT LESS THAN 34° IN MEASURED VERTICALLY FROM THE OF THE TREADS. Q V. n li Q :z E cn 41 . 1/2" G.W.B. -. 2X4 OR 2X6 WOOD STUDS e JOIST OR BLOCKING FLOOR BELOW NOT TO SCALE C2) CIUARD (1/2 WALL) `0 INSULATION PER PLAN41111411 2X STUD WALL PER PLAN ���• 1/2" CDX PLYWOOD ��I ' SHEATHING VQ,' 2 LAYERS GRADED BLDG. PAPER WEATHER V`/ � �� : , ► :: RESISTANT BARRIER CORROSION RESISTANT (GALV.) METAL LATH r.. �� ` '� ,! ;' - �; ADHERED STONE VENEE "N"�4 , Pb TYPE MORTAR JOINT "N" TYPE MORTAR SEATING BED . ..� ' 40 26 GA GALV. CORROSION i►v♦ RESISTANT WEEP m SCREW -OVERLAP BLDG. Z •�♦4 PAPER -LATH TO COVER 4 TERMINATE ON FLANGE •sir . • a. FOUNDATION WALL 4' MIN. (SCREED TO GRADE) *Ail I1 ! 4 a 4 • ' • 2' MIN. (SCREED TO PAVEMENT) �,1 • • • OPT. BLW. GRADE ♦I � a VENEER �� / y� y/ v/ y .\\\\\\\\/\\ i\/\/\/\/\/\/\/\ \\%\\%\\%\\%\/\\/\\ �, � ♦ ♦ ��� �.4 , d. • d .• � • •a . CONDITION - P.T. PLYWD CONC. NAIL TO FDN. WALL NOT TO SCALE \3 ADHERED VFNEEIR 0/ SHEATHING AIR ZONE DISTRi3UTiON CALCULATION V z- BREATHING ZONE OUTDOOR AIRFLOW. lrbz = RpPz + RaAz Az - 2,089 - ZONE FLOOR AREA Pz - 6 - ZONE POPULATION Rp - 10 CFM - AVG PEOPLE OUTDOOR AIR RATE Ra - .06 - AREA OUTDOOR AIR RATE V z =10X6 + .06 X 2,089 = 185.34 (42.6 cfm/pp) • Voz - ZONE OUTDOOR AIRFLOW Voz = Vbz/Ez(ZONE DISTRIBUTION EFFECTIVENESS) Voz = 185.34 / 0.1 = 264.7.cfm FOR SINGLE ZONE SYSTEMS, AIR INTAKE FLOW (Vot.) IS EQUAL TO ZONE OUTDOOR AIR FLOW (Voz) WATER HEATER WATER NEATER 2 X 4 WOOD BLOCKING FLAN l cfl rfl GYPSUM WALLBOARD (DRYWALL) 1/4'? x 4" LAG SCREW WITH FLAT WASHER 3/4' X 22 GAUGE (MIN.) ETAL STRAPPING 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. ANCHOR WATER HEATER • TO BASE - BASE TO FLOOR RAISE PILOT LIGHT iS' ABOVE FIN. FLR: ELEVATION The Uniform Plumbing Code 2012 (UPC),: '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 (1/3) 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) 2012 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 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 1/4" x 4' lag screw and washers. Then attach anchor strap to cross brace with lag screw and washers. 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. 1) Provide solid blocking between wall and tank. SCALE: 1/2"= I'-0" 4� WATER NEATER SEISMIC STRAPPING 2012 UNIFORM FLUME3iNG CODE (UF=C) RATPROOFING: STRAINER PLATES ON DRAIN INLETS SHALL BE DESIGNED ` • - AND INSTALLED SO THAT NO OPENING 15 GREATER THEN 1/2-INCH IN THE LEAST DIMENSION. METER BOXES: SHALL BE CONSTRUCTED IN SUCH A MANNER THAT RATS CONNOT ENTER A BUILDING BY FOLLOWING THE SERVICE PIPES FROM THE 50X INTO THE BUILING. 313.12.3: IN OR ON BUILDINGS WHERE OPENINGS NAVE BEEN MADE IN WALLS, FLOORS OR CEILING FOR PASSAGE OF PIPES, SUCH OPENINGS SHALL BE CLOSED AND PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS SECURELY FASTENED TO THE ADJOINING STRUCTURE. TUB WASTE OPENINGS: IN FRAMED CONSTRUCTION TO CRAWL SPACE AT OR BELOW THE FIRST FLOOR SHALL BE PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS OR METAL SCREEN SECURELY FASTENED TO THE ADJOINING STRUCTURE WITH NO OPENING GREATER THAN 1/2-INCH IN LEAST DIMENSION. GLAZING SCHEDULE MINHAS RESIDENCE ROOM # OF WNDS. WND. W. WND. H MANUF. FRAME TYPE WDW. TYPE MODEL NO. AIR GAP GAS LO-E U-VAL. (1) AREA N.A MAIN FLOOR LIVING 1 4.00 6.00 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.3 24.00 7.20 LIVING 2 2.00 6.00 MILGARD VINYL CASE. 5521 1/2" AIR YES 0.3 24.00 7.20 DINING RM 1 4.00 6.00 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.3 24.00 7.20 DINING RM 2 2.00 6.00 MILGARD VINYL CASE. 5521 1/2" AIR YES 0.3 24.00 7.20 SPICE 1 3.00 4.00 MILGARD VINYL CASE. 5521 1/2" AIR YES 0.3 12.00 3.60 KITCHEN 1 4.00 4.50 MILGARD VINYL SLIDER 5120 1/2" AIR YES 0.3 18.00 5.40 GREAT RM 2 6.00 6.50 MILGARD VINYL SLIDER 5120 1/2" AIR YES 0.3 78.00 : 23.40 GREAT RM 3 6.00 650 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.3 117.00 • 35.10 GUEST SUITE 1 5.00 5.00 MILGARD VINYL SLIDER 5120 1/2" AIR YES 0.3 25.00 7.50 FOYER 1 6.00 5.50 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.3 33.00 9.90 0.00 0.00 UPPER DEN/BONUS 1 2.50 4.50 MILGARD VINYL CASE. 5521 1/2" AIR YES 0.3 11.25 - 3.38 DEN/BONUS 1 5.00 8.00 MILGARD VINYL S.G.D. 5621 1/2" AIR YES 0.3 40.00 12.00 LAUNDRY 1 3.00 4.00 MILGARD VINYL CASE. 5521 1/2" AIR YES 0.3 12.00 3.60 BEDRM 2 1 5.00 5.00 MILGARD VINYL SLIDER 5120 1/2" AIR YES 0.3 25.00 7.50 BEDRM.3 ' 2 2.00 6.00 MILGARD VINYL CASE. 5521 1/2" AIR YES 0.3 24.00 ' 7.20 BEDRM.3 1 4.00 6.00 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.3 24.00 7.20 M.SUITE . 1 5.00 8.00 MILGARD .VINYL S.G.D. 5621 1/2'.' AIR YES 0.3 40.00 ; 12.00 M.SUITE 1 5.00 5.50 MILGARD VINYL SLIDER 5120 1/2" AIR YES 0.3 27.50 8.25 M.BATH 1 5.00 5.50 MILGARD VINYL SLIDER 5120 1/2" AIR YES 0.3 27.50 8.25 W.I.C. 2 2.00 6.00 MILGARD VINYL CASE. 5521 1/2" AIR YES 0.3 24.00 7.20 W.I.C. 1 4.00 6.00 MILGARD VINYL PICTURE 5320 1/2" AIR YES 0.3 24.00 7.20 50% GLASS #REF! #REF! DOORS WITH MORE THAN KITCHEN 1 3.00 8.00 SIMPSON WOOD DOOR 6001 3/4" AIR YES 0.2 24.00 4.80 GUEST SUITE 1 3.00 8.00 SIMPSON WOOD DOOR 6001 3/4" AIR YES 0.2 24.00 4.80 BEDRM.2 1 3.00 8.00 SIMPSON WOOD DOOR 6001 3/4" AIR YES 0.2 24.00 4.80 DOORS WITH MORE THAN 50% GLASS -TOTAL: 72.00 14.40 AVG. U-VALUE (VERTICAL GLASS): 0.29 SKYLIGHTS AND SKYWALLS AVG. (1) U-VALUES GLAZING U-VALUE ARE NFRC % = = CERTIFIED -1 TOTAL 1 I AVG. = = WSEC TABLE I I U-VALUE 730.25 SKYLIGHT (OVERHEAD • I S.F. i I TOTAL: GLASS): = = OR E I 0.00 AREA 0.00 #DIV/0! UA 730.251 211.88 TOTAL 1 TOTAL 2 19.95% HEATED AREA UA TOTAL (TOT. 2) 3660.00 S.F. 211.88 - UA 0.29 U-VALUE AREA TOTAL (TOT. 1) OR OBTAINED FROM 730.25 A 10-6A, B, C, D VAPOR RETARDER FLOOR 4 MIL POLY X FACE STAPLED BACKED BATTS PLYWOOD W/ EXT. GLUE WALL 4 MIL POLY X FACE STAPLED BACKED BATTS PVA PAINT CEILING 4 MIL POLY FACE STAPLED BACKED BATTS PVA PAINT X NOT REQUIRED IF VENTILATION SPACE AVERAGE 12" ABOVE INSULATION Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling Toads. The glazing (window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimumprescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you If you do not see the selection you need in the drop -down options, please call the WSU Energy Extension Program at (360) 956-2042 for assistance. Project information MINHAS RESEDENCE City of Tukwila, WA Heating System Type: 0 All Other Systems Contact Information Urban Design Group 206.838.8250 Ci Hee Pump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions .Tukwila Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) Average Ceiling Height instructions Average Ceiling Height (ft) Glazing and Doors Instructions Skylights Instructions Insulation Attic Instructions Single Rafter or Joist Vaulted Ceilings Instructions R-38 Vented Above Grade Walls (gee Figural) Instructions R-21 Intermediate Floors Instructions Below Grade Walls (see Figure ti Instructions R-21 Interior Slab Below Grade (see Figure 1) Instructions 12 5 Thermal Break at slab edge Slab on Grade (see Figure 1) Instructions Location of Ducts Instructions R-IO Perimeter Conditioned Space Figure 1. Design Temperature Difference (AT) 46 AT .= Indoor (70 degrees). Outdoor Design temp 3,660 9.0 U-Factor •X 0.30 U-Factor •X 0.50 U-Factor 0.026 U-Factor 0.027 x Conditioned Volume 32,940 Area 730 Area • UA 219.08 • UA Area = UA 52.05 2,002 X Area UA U-Factor X Area UA 0.056 I 2,056 115.14 U-Factor X Area UA 0.029 1,658 48.08 U-Factor X Area UA 0.042 i. F-Factor ;X Len h UA 0.570 F-Factor X Len th UA 0.540 Sum of UA Duct Leakage Coefficient 1.00 Envelope Heat Load Sum of VAX AT Air Leakage Heat Load 16,365 Btu / Hour VolumeX 0.6XATX.018 Building Design Heat Load 36,344 Btu / Hour Air Leakage . Envelope Heat Loss Building and Duct Heat Load 36,344 Btu /Hour Ducts in unconditioned space: Sum of Budding Heat Loss X 1.10 Ducts in conditioned space: Sum of Budding Heat Loss X 1 Maximum Heat Equipment Output 45,431 Btu / Hour rill ding and Duct Heat Loss X 1.40 for Forced A6 Furnace 13uiffing and Duct Heat Loss X 1.25 for Heat Pump 434.35 19,980 Btu / Hour VENTILATION SCHEDULE 2009 WASHINGTON STATE ENERGY CODE I SYMBOL LOCATION MINIMUM FAN REQUIREMENTS •Bath, A Powder, Laundry Min. 50 cfrn @ 0.25" WG 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.) ..... B C Whole House Fan MIN. CFM = 90 MAX CFM = NO MA (IRC 1508.2) (based on 3,660 s.f. floor area & 4 bedrooms) *flow rating @ 0.25" WG *whole house fans located 4 ft. or less 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 FOUNDATION VENTILATION Crawlspace Area: 1658 s.f. Ventilation Required: 1658 s.f. / 150 = 795.84 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 = 795.84 s.i. / Vent Area = 10.83 s.i. Provide : 11 14" x 7" Vents, Area = 808.5 s.i. Ventilation Provided = 808.50 s.i. is Greater than 795.84 s.i. Req'd Use: 11 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 ROOF Roof Area : Ventilation Required: 2266 s.f. 2266 s.f. x 144 s.i. / s.f. / 300 = 1087.7 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 = 1087.68 s.i. / 2 I s.i. per I.f. = 154 I.f. birdblocking. Ventilation = 544.005 s.i. is greater than 3.53 s.i. / I.f. 153.95 I.f. 544.01 s.i. 543.84 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 = 1087.68 s.i. / 2 / s.i. of each vent = 15 -7"x7" roof jacks. Ventilation = 551.25 s.i. is greater than 36.75 s.i. each. 14.80 vents 551.25 s.i. 543.84 s.i. Req'd Use : (minimum) Use : (minimum) 154 I.f. birdblocking. Ventilation = 15 -7"x7" roof jacks. Ventilation = 544.01 s.i. 551.25 s.i. Total Min. Ventilation Provided = 1096.26 s.i. IS GREATER THAN : 1087.7 s.i. Req'd ROOF VENTILATION Standard Truss / Scissor Truss Roof Framing Assembly: LOWER ROOF Roof Area : Ventilation Required: 123 s.f. 123 s.f. x 144 s.i. / s.f. / 300 = 59.04 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 = 59.04 s.i. / 2 / s.i. per I.f. = 9 I.f. birdblocking. Ventilation = 31.7925 s.i. is greater than 3.53 s.i. / I.f. 8.36 I.f. 31.79 s.i. 29.52 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 = 59.04 s.i. / 2 / s.i. of each vent = 1 -7"x7" roof jacks. Ventilation = 36.75 s.i. is greater than 36.75 s.i. each. 0.80 vents 36.75 s.i. 29.52 s.i. Req'd Use : (minimum) Use : (minimum) 9 I.f. birdblocking. Ventilation = 1 -7"x7" roof jacks. Ventilation = 31.79 s.i. 36.75 s.i. Total Min. Ventilation Provided = 68.54 s.i. IS GREATER THAN : 59.04 s.i. Req'd REVIEWED FOR CODE COMPLIANCE APPROVED NOV 20 2014 (07/01/13) City of Tukwila BUILDING DIVISION 'tt i`'s'VED CITY OF TU KVtll.'.,J., NOV 1 4 ,2014 • PEFIMIT CENTER 2012 WHOLE HOUSE VENTILATION OPTION 1 - INTERMITTEN WHOLE HOUSE VENTILATION USING EXHAUST FANS • 15 CFM EXHAUST FAN FLOW RATING PER TABLE M15052 • 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 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 ULTIN ROM UNAUTHORIZED WORK PERFO ED TRACT hereby copyright rights deetgne. plans changed manner be aeeTened without written I:::.ESICiN on these over sha II all dlmensione the job must variation conditions construction drawlnee. with CSBCCI, URBAN DESIGN CsROUt= to reserves it's common law and other property in these plane, ideas and These Idea e, dealg ns and are not to be reproduced, or copied In any form or whatsoever, nor are they to any third party, first obta!nine the express po.rmtaaion from URBAN C-sROUP. WrTtit. en dimensions sha II have precedence scale dimensions. Contractors verify and be responsible for and condttIone of and URBAN DESIGN GROUP be not If Ted In wrlttine of any from the dimensione, and specifications shown by these AII sha 11 be to accordance the standard building code. an state and locaI codes. COPYRIGHT © 2010 URBAN DESIGN, INC. LL„ i-- U ill 0 1Y 0_ Q_.) 0 01 01 ._ 01 1 Q-...) 0 (-1:3 ,- A V (.0 Q..) W i II _41._) trs) c i, �d Z _fp �! CO 0 X X (::--- fK,i ,.1 0 0 7--- i ..___ II a CO rn w C3 Z IY � 1.0 z '0 O-0 1- W 15 e to f- W N N 0-3 } z ,ter �. (v�t�l .--t- 1 / LI- co ,qk t• 4 ' u�ts �,a J DRAWN 5Y: AVA DATE ISSUED: 03/22/13 MODIFIED 5Y: ENGINEER: NN REVISION A REVISION Project No.: 13113 S + 4 E= T 4 OF4 GENERAL NOTES THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE PRESCRIBED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR THIS RESPONSIBILITY INCLUDES BUT I5 NOT LIMITED TO JOBSITE SAFETY: ERECTION MEANS, AND SEQUENCES: TEMPORARY SHORING, FORMWORK, AND BRACING: USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE (IBC) AND SEI/ASCE 1-05 'MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES AS AMENDED BY LOCAL JURISDICTION PROJECT LOCATION: GPS LOCATION: 412153 LAT.,-I22.4864 LONGIT. SITE ADDRESS: TUKWILA, WA LATERAL FORCES: 1. WIND ( IBC 1609 4 ASCE 6.0 ): II. SEISMIC ( IBC 1613 4 ASCE 11.0-13.0 ): 85 MPH WIND SPEED EXPOSURE - B IMPORTANCE FACTOR Iw : 1.0 WIND SPEED UP: KzT=I.00 SEISMIC DESIGN CATEGORY - D2 RISK CATEGORY - II 2% PE IN 50 YR ( 2006 LAT-LON ) USGS-CD: 02 SEC. (Ss) 122e 1.0 SEC. (SI) 0.42e VERTICAL FORCES - GRAVITY ( IBC 1601 4 TABLE 1601.1 ) SOILS AND FOUNDATION DESIGN CRITERIA (IBC CH.18): SUBSURFACE INVESTIGATION SHALL SE REQUIRED PER 18032: FOUNDATION DESIGN SHALL SE BASED IN THE ABSENCE OF A SOILS REPORT, THE PRESUMPTIVE LOAD BEARING VALUES DETERMINED BY LOCAL JURISDICTION OR PER IBC TABLE 18062 SHALL BE USED: I. SOIL BEARING PRESSURE 2. ACTIVE PRESSURE - RESTRAINED 3. ACTIVE PRESSURE - UNRESTRAINED 4. PASSIVE RESISTANCE 5. COEFFICIENT OF FRICTION 6. LOCAL FROST DEPTH 1500 PSF 45 pa 35 PCP 250 PCF 035 12 INCH ALL FOOTINGS SHALL SEAR 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 (ISC CH.19 4 ACI 318-11) CONCRETE: SHALL SE MADE WITH PORTLAND CEMENT ASTM C-150 TYPE II OR TYPE I AND SHALL BE READY -MIXED PER ASTM C-94, MAXIMUM SLUMP 5'. MINIMUM CEMENT CONTENT 51/2 SACKS PER YARD PROVIDE 5%-1% AIR -ENTRAINED CONCRETE FOR CONCRETE (f'c = 3000 PSI) EXPOSED TO WEATHER TABLE 19042 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f'c AT 28 DAYS) ISC USE OR LOCATION OF CONCRETE CONSTRUCTION: f'c (PSI) SPECIAL INSPECTION 4 TESTING REQUIRED FOOTING PADS 4 FOUNDATIONS NOT EXPOSED TO WEATHER 2,500 NOT REQUIRED BASEMENT WALLS NOT EXPOSED TO WEATHER 2,500 NOT REQUIRED FOUNDATION STEM WALLS AND INTERIOR SLABS ON GRADE 2,500 NOT REQUIRED GARAGE SLAB AND EXTERIOR FLATWORK 3,000 NOT 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 51-IALL 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 IORIZONTAL BARS IN WALLS AND FOOTINGS AT INTERSECTIONS. MILL TICKET FOR REINFORCING BARS SHALL BE MADE AVAILABLE TO THE BUILDING INSPECTOR AND ENGNEER OF RECORD FOR VERIFICATION IF REQUESTED. WIRE FABRIC SHALL CONFORM TO ANSI/ASTM A-I85, STEEL WELDED WIRE FABRIC PLAIN FOR CONCRETE PLACEMENT, CONCRETE ACCESSORIES: ANCHOR BOLTS, BARS AND RODS 51-IALL CONFORM TO ASTM A-301' 'LOW CARBON STEEL EXTERNALLY AND INTERNALLY THREADED FASTENERS'. CA5T-IN-PLACE COLD -FORM STEEL CONNECTORS IN CONCRETE FOR LIGHT FRAME CONSTRUCTION SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE AS SPECIFIED IN THE CURRENT SIMPSON STRONG -TIE ICC ES OR IAPM0 ES REPORT. ALTERNATE PRODUCTS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND WRITTEN APPROVAL. REQUEST FOR SUBSTITUTION WILL ONLY BE APPROVED WITH CURRENT ICC ES OR IAPM0 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 'S8' AND 'SSTS' 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, 5U85TITUTIONS 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 RESAR DOWEL OR THREADED ROD SHALL BE CLEAN AND INSTALLED SLOWLY, AND SHALL SE 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 PETALS. GROUTING OPERATION SHALL BE INSPECTED BY AN AGENT AS RECOMMENDED BY THE OWNER INSPECTION: (IBC C14. 1 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 1103.1 THROUGH 1103.10. 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 DO NOT COMPLY SHALL BE CORRECTED BY THE CONTRACTOR AND SUCH PORTION(5) SHALL NOT 8E COVERED OR CONCEALED UNTIL AUTHORIZED OR SIGNED OFF BY THE BUILDING OFFICIAL. WOOD CONSTRUCTION (IBC CH. 23 4 NOS) GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER 2012 IBC TABLE 23049.1 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 WOOD. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS ALLOWED BY IBC SECTIONS 2308.10.42 . OR AS APPROVED PRIOR TO INSTALLATION. WOOD SHEATHING : SHALL BE STRUCTURAL *1 PLYWOOD OR ORIENTED STRAND BOARD. PLYWOOD SHALL BE GROUP 1 OR GROUP 2 SPECIES, C-D GRADE EXPOSURE 1 CONFORMING TO PS 1-83. EACH PANEL 51-IALL BEAR THE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ORIENTED STRAND BOARD (088) 51-IALL BE APA RATED STRUCT: 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 TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION (APA). FRAMING LUMBER STANDARDS: CONFORM TO WEST COAST LUMBER INSPECTION BUREAU (WCLIB), OR WESTERN WOOD PRODUCTS ASSOCIATION (WWPA). EACH PIECE SHALL BEAR THE SCLIB OR WWPA GRADE TRADE- MARK SPECIES AND GRADE - BASE DESIGN VALUES ( P51) per NOS SPECIES/GRADE Fbx fvx fcl fc Ft E STRUCTURAL ELEMENT 1. 6x SEAMS AND HEADERS DF NO. 2 815 110 625 600 425 1300000 2. 4x BEAMS AND HEADERS OF NO. 2 900 180 625 1350 525 1600000 3. 2x JOIST HF NO. 2 850 150 405 1300 525 1300000 4, 6x POST DF NO. 1 1200 110 625 1000 825 1600000 5. 4X POST DF NO. 2 850 180 625 1400 500 1600000 6. 514x6 GLU-L411 POST 241-V4, 24F-V8 2400 265 650 1650 1100 1100000 1. GLU-LAM BEAM 24F-V4, 24F-V8 2400 265 650 1650 1100 1800000 8. 31/2x OR 51/4x PSL BEAM PARALLAM PSL 2900 290 150 2900 - 2000000 9. 31/2x OR 51/4x LVL BEAM MICROLLAM LVL 2600 285 150 2510 - 1900000 10. 31/2x OR 51/4x LSL BEAM TIMBERSTRAND LSL 1100 400 680 1400 - 1300000 11. 2x WALL FRAMING HF NO. 2 850 150 405 1300 525 1300000 12. 2x WALL FRAMING > 15FT OF NO. 1 1000 180 625 1500 615 1100000 GLUE -LAMINATED MEMBERS: CONFORM TO ANSI/AITC A190.1. 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 IC130 REPORT AND APPROVED SHOP AND INSTALLATION DRAWINGS. WOOD TRUSSES (IBC 2303.4) SHALL BE: 1. DESIGNED PER IBC 23034.I.1 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 LOCATED IN AREAS NOTED ON THE FRAMING PLANS. 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 A LICENSED ENGINEER IN THE STATE OF WASHINGTON. APPROVED muss DOCUMENTS SHALL REMAIN ON THE JOB SITE FOR INSPECTION. 5. ALTERATIONS (2303.45) 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 EE 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 H-1 CLIPS AT EXTERIOR BEARING WALLS. AT GABLE END TRUSSES, PROVIDE SIMPSON A35 AT 24' 0.C. 9. PROVIDE STC CLIPS AT ALL TRUSSES OVER NON -BEARING WALLS. 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 IAPM0 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 AC13 AND/OR IAPM0 EVALUATION CRITERIA 002-2001 FOR JOIST HANGERS AND SIMILAR DEVICES AND ICC AC 155 FOR HOLDOUIHS 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 'SD5' 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 G185 HDG (HOT DIPPED GALVANIZED) OR 55T300 STAINLESS STEEL CONNECTORS OR EQUIVALENT. HOT DIPPED GALVANIZED FASTENERS SHALL BE USED WITH G185 Z-MAX AND HDG CONNECTORS AND STAINLESS STEEL FASTENERS SHALL BE USED WITH 55T300 CONNECTORS. DO NOT USE STAINLESS STEEL FASTENERS WITH GI85 Z-MAX OR HDG CONNECTORS. ALL ANCI-IOR BOLTS, WASHERS, AND NUTS SHALL BE HOT DIPPED GALVANIZED. HOT 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 WHEN FASTENING DECKING TO TREATED MEMBERS. ABBREVIATIONS, STRUCTURAL (THIS LIST APPLIES ONLY TO STRUCTURAL DRAWINGS) 4, t AB ALT. SLOG. BLKG BM BN 130F BOT ERG C CBR CANT CJ C.J. C.L. CONT DBL PET DIA. DF DO EA t�e AT DIAMETER POUNDMUMBER PLUS OR MNUS PER SQUARE ANCHOR BOLT ALTERNATE BUILDING BLOCKING BEAM BOUNDARY NAILING BOTTOM OF FOOTING BOTTOM BEARING CHANNEL CAMBER CANTILEVER CEILING JOIST CONSTRUCTION JOINT CENTERLINE CONTINUOUS DOUBLE DETAIL DIAMETER DOUGLAS FIR DITTO, THE SAME EACH =API I CAP= EN EQ ES EW Ft FDN FL F.J. FOM FOS FOW FTG ELEVATION EDGE NAILING EQUAL EACH SIDE EACH WAY FOOT OR FEET FOUNDATION FLUSH FLOOR JOIST FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FACE OF WALL FOOTING GA GAUGE GALV GALVANIZED GL GLU-LAM (BEAM) GT GIRDER TRUSS HF HEM -FIR HGR HANGER HDR HEADER HT HEIGHT I-1OR HORIZONTAL IN. INCH JST. JOIST L ANGLE LVL LAMINATED VENEER LUMBER MAX MAXIMUM MN MINIMUM NTS NOT TO SCALE OC ON CENTER 0513 ORIENTED STRAND BOARD PL PROPERTY LINE PSF POUND PER SQUARE FOOT P5I POUND PER SQUARE INCH PW PLYWOOD SHTG SHEATHING STRUCT STRUCTURAL SIM. SIMILAR SQ SQUARE STD STANDARD 5W SHEAR WALL S.V. T4G TOC TOF T05 TPL TYP. UNO VERT W/ W/O SCREEN VENT TOUNGUE AND GROOVE TOP OF CONCRETE TOP OF FOOTING TOP OF STEEL TRIPLE TYPICAL UNLESS NOTED OTHERWISE VERTICAL WIDE FLANGE STEEL BEAM WITH WITHOUT ROOF SHTG. PL ELEV. NOTE: AREAS NOT HATCHED REQUIRES MINIMUM SHEAR NAILING OR SOLE PLATE FLAILING OR ANCHOR BOLT SPACING. SEE 'SHEAR WALL SCHEDULE NOTES' 1 THRU 9 (THIS 514EET) SOLE PLATE PER SCHEDULE PL ELEV. FLOOR BEAM PER PLAN BLOCKING REQUIRED AT ALL HORIZONTAL UNSUPPORTED PW EDGES - SIZE PER SCHEDULE FIN. FLR BA. PW MAIN FLOOR JOISTS PER PLAN - (NOT REQD. AT SLAB ON GRADE CONDITION) • • • • • 3 �S3 5is' 4,A.B.'S - EMBED 1' MIN. -SPACE PER SHEAR WALL SCHEDULE S2 TRUSSES OR RAFTS • • • • • • ABUTTING VERTICAL PW EDGE FRAMING - SIZE PER SCHEDULE - HEADER PER , PLAN / ICI ►�n�..:.� I PW SHEATHING -SEE SCHEDULE FOR NAILING T 1 BLOCKING ABUTTING VERTICAL PW EDGE FRAMING - SIZE PER SCHEDULE 1- PL 1 PLC � BLOCKING STRAP HOLDOWN AT FOUNDATION DOUBLE TOP PLATE - MIN. LAP SPLICE SHALL BE 1'-0' - NAIL W/ I0c1 a 4' O:C. SPECIAL SHEAR WALL PANELS SEE SCHEDULE FOR NAILING AND HOLDOWN TYPES 0 0 • • Air • At, dof ir 04 1/0 i rfrp011 41ip a /P a TREATED SILL PL J ' LSTA24 SIMPSON M5TC6683 PRE -BENT STRAP ji HD BOLTED HOLDOWN PER PLAN i NOTE: THIS ELEVATION DOES NOT REPRESENT A SPECIFIC SHEAR WALL TYPE OR LOCATION. REFER TO THIS DETAIL FOR VARYING SHEAR WALL CONDITIONS, I.E. SHEAR WALL CONNECTION FROM SECOND FLOOR TO MAIN FLOOR. SEE TO SHEAR WALL SCHEDULE FOR SPECIFIC NAILING, HOLDOUN TYPES, AND FRAMING SIZES. 1 r, GIRDER TRUSS PER PLAN 2x BLOCKING (TYP.) SIMPSON 1-11 (TYP.) BOUNDARY EDGE FRAMING PER SHEAR WALL SCHEDULE ADDITIONAL STUDS BELOW GIRDER TRUSS PER PLAN 34' FLOOR SHTG. MST STRAPS PER PLAN FLOOR JOISTS PER PLAN EDGE FRAMING PER SCHEDULE 'HD' BOLTED HOLDOUIN AT FOUNDATION AS REQD. PER PLAN 3/4' FLOOR SHTG. SIMPSON 55T8 ANCHOR BOLT - ADDITIONAL EDGE FRAMING AND HOLDOWN REQUIRED BELOW EDGE OF UPPER FLOOR SHEAR WALL - SEE PLAN IF REQD. ELEVATION - TWO STORY FRAMING OR 5 E4R WALL (WATCHED) REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 0 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 1, 4 2014 PERMIT CENTER 6 w 8 uJ 0 ea. Project # 01513 •in••••••• Sheet 0 SI PLOT DATE: 10-10-2014 3/4' T4G PW SHEATHING- 2X JOISTS 0 16' OC. 0 34' T4G PW SHEATHING - NAIL W/ ad 6 6' O.C. EDGES AND 8d a 10' OC. FIELD SAWN JOISTS 0 16' O.C. MIN. (PER CODE) SLAB ON GRADE - REINF. PER PLAN *4 6 16' O.C. EACH WAY SOLE PLATE NAILING PER SHEAR WALL SCHEDULE EDGE NAILING - SEE GENERAL NOTES TREATED SILL PLATE W/ 5/8' • A$. 4 I/4'x3'x3' GALV. WASHERS. SEE SHEAR WALL SCHEDULE 4' TIGHT LINE 4' F'EI-*. DRAIN COVER W/ FILTER FABRIC (2) *4 CONT. W/ CORNER BARS SECTION 1' = I'-0' 8' 1'-4' SECTION ' = 1'-0' SOLE PLATE NAILING PER SHEAR WALL SCHEDULE EDGE NAILING - SEE GENERAL NOTES 2X RIM BOARD GARAGE SLAB ON GRADE FOR DETAILS AND CALLOUTS IN COMMON, SEE TREATED SILL PLATE W/ 5/8' • A.. 4 1/4'x3'x3' GALV. WASHERS. SEE SHEAR WALL SCHEDULE EDGE NAILING - SEE GENERAL NOTES *4 TOP ;o 1'-4' FOOTING SECTION 11..01 CORNER, OR EDGE OF SNEARWAL DOOR OR WINDOW SEE FLOOR PLANS PANEL EDGE 1 NAIL SPACING HOLDOWN REQ'D BOTH EDGES OF SHEARWALL NAILING TO STUDS: USE MAX. QUANTITY SPECIFIED PER STRAP 4' TIGHT LINE 4' FEW. DRAIN COVER W/ FILTER FABRIC (2) "4 CONT. W/ CORNER BARS (2) STUDS MIN. a SHEAR WALL EDGES. NAIL STUDS TO ADJACENT STUD W/ 10d a 12' O.G. PANEL EDGE NAILING. ALSO NAIL TO TOP PLATES SAME AS EDGE OF SHEARWALL NAILING SHEAR WALL SHEATHING. NAIL TO INTERMEDIATE FRAMING 9 12' OC. �L r- E PANEL EDGE NAIL SPACING HOLDOWN 5/8'. 'J' BOLT W/ 14' x 3' x 3' WASHERS AT EACH ANCHOR BOLTS - DETAIL - STIR/4i 1-40LIDOLUN 1'=1'-0' SHEAR WALL SHEATHING (2) STUDS TREATED SILL PLATE 34' T4G PW SHEATHING- 2X JOISTS m 16' OC. --' MIN. 8 tf i 34' T4G PW SHEATHING - SAWN JOISTS 0 16' OC. (1) *4 TOP *4 0 16' OC. EACH WAY - PLACEHT. BARS (2) "4 17 SECTION I' = 1'-0' 1'-4' SECTION I'=1'-0' SOLE PLATE NAILING PER SHEAR WALL SCHEDULE - EDGE NAILING - SEE GENERAL NOTES 2X RIM BOARD 5/8' • A.B. 4 1/4'x3'x3' GALV. WASHERS. TREATED SILL PLATE W/ SEE SHEAR WALL SCHEDULE 4' TIGHT LINE 4' FEW. DRAIN COVER W/ FILTER FABRIC (2) *4 CONT. W/ CORNER BARS SOLE PLATE NAILING PER SHEAR WALL SCHEDULE EDGE NAILING - SEE GENERAL NOTES 2X RIM BOARD GARAGE SLAB ON GRADE FOR DETAILS AND CALLOUTS IN COMMON, SEE 40 DIA. (20' MIN) TYP ALL CORNER BARS. 40 BAR DIA. LAP TYP 20' MIN. 6N ' MAX 10' AND ABOVE. 1' CLR 1 TYPICAL REINFORCEMENT PLACING PLAN FOR CONCRETE WALLS 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 _ I J._ 5/8'• 'J' BOLT W/ 14' x 3' x 3' WASHERS AT EACH ANCHOR BOLTS (TYP.) EDGE OF SHEARUAL SEE FLOOR PLANS NOTES: 1. VERT. REINF SHOUI4 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 8' TO HAVE DOUBLE MAT. OF REINF. 4 8' AND SMALLER USE SINGLE MAT. (2) STUDS 6 SHEAR WALL EDGES. NAIL STUDS TO ADJACENT STUD W/ 10d a 12' O.G. 1) 1 PANEL EDGE NAILING. ALSO NAIL TO TOP PLATES SAME AS EDGE OF SHEARWALL NAILING SHEAR WALL SHEATHING. NAIL TO INTERMEDIATE FRAMING 13 12' O.G. PANEL EDGE NAILING TO SILL PLATE PANEL EDGE NAIL SPACING DETAIL - STRAP 1-40LIDOWN SHEAR WALL SHEATHING SOLE PLATE NAILING FLOOR SHEATHING 2X SOLID ELK BELOW HOLDOU.N 2X BEARING WALL PER PLAN 34' T4G PW SHEATHING- 2X JOISTS 9 16' 4XI0 TREATED 4X4 AT CONT. SPAN BM. 4X6 AT Eft SPLICE (2) *4 EA. WAY 2'-0' SECTION ▪ = I'-0' 3/4' t4G PW SHEATHING - SAWN JOISTS 0 16' O.C. BLOCKING ' MIN. (PER CODE) SOLE PLATE NAILING PER SHEAR WALL SCHEDULE EDGE NAILING - SEE GENERAL NOTES 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 SOLE PLATENAILING - SEE SHEAR WALL SCHEDULE - 51 TREATED SILL PLATE W/ 5/8' • A.B. 4 1/4' GALV. WASHERS SEE SHEAR WALL SCHEDULE THICKENED SLAB EDGE ---� i PEDGE NAILING - SEE SHEAR WALL SCHEDULE - 51 SIMPSON LTP4 (2) PER BLOCKING 4' SLAB ON GRADE (2) *4 CONT. BOTTOM OF FOOTING BEYOND. (3) I6d INTO BLKG PIPE PARALLEL TO WALL. 2X6 BLKG. - ATTACH TO JST. 1'4 TOP `° F WEB W/ 4-10d 4' TIGHT LINE 0 4' PEKE. DRAIN COVER W/ FILTER FABRIC (2)*4CONT. W/CORNER S SECTION 1' = 1'-0' 11 COMER, OR DOOR OR WINDOW PANEL EDGE NAIL SPACING 5/8'• 'J' BOLT W/ 14' x 3' x 3' WASHERS AT EACH ANCHOR BOLTS - (TYP.) POST PER PLAN SIMPSON CB POST BASE PER PLAN • 'L' EACH WAY SEE SCHEDULE SECTION • 1'-0' CONT. DOUBLE STUDS 6 SHEARWALL EDGES. NAIL STUDS TOGETHER 10d 6 12' OC. M SEE FTG. SCHEDULE SHEARWALL SHEATHING CONT. FROM TOP PLATE OF WALL TO SILL PLATE HOLDOUN 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 HOLDOWN SSTB ANCHOR TYPE TYPE HDQB 55T528 of 5 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 0 2014 City of Tukwila BUILDING DIVISION (2) *4 CONT.' C4-) I'-0' zo I'-0' SECTION MIN 11/2 PIPE SLEEVE NO PIPE THROUGH FOOTINGS PER'1ITTED 6' CONCRETE ALL SIDES OF PIPE. NO EXCAVATION PERMITTED BELOW THIS LINE. STEP FOOTING AS REQUIRED. 1. THIS DETAIL SNOWS PERMISSIBLE LOCATION OF PIPES OR EXCAVATION. 2. FOR PIPES GREATER THAN 3'-0' BELOW FOOTING, BACKFILL TRENCH WITH STRUCTURAL BACKFILL. TYPICAL DETAIL OF PIPE AT CONCRETE FOOTINGS SHEAR WALL PER PLAN 34' T4G PW SHEATHING - JOISTS a16'OC. (2) 2X6 MIN. BELOW SHEAR WALL EDGES (BELOW HOLDOWNS) "4 0 16' O.C. EACH WAY EXTEND STEM WALL 6' PAST END OF SHEAR WALL SECT I ON ' = 1'-0' STND STRAP HOLDOWN PER PLAN SOLE PLATE NAILING W/ I6d 6 6' O.C. EDGE NAILING - SEE GENERAL NOTES EXTEND FOOTING 1'-0' PAST END OF SHEAR WALL COINER, OR DOOR OR WINDOW SHEAR WALL SHEATHING DOUBLE STUDS FLOOR SHEATHING RIM JOIST 2X SOLID ELK BELOW HOLDOWN SIMPSON CNUJ TREATED SILL PLATES DETAIL - SIMPSON "1-IIDQS" e SILL FLATS � S PANEL EDGE NAIL SPACING ,tiMMI WIN; PANE NAIL 5/e'• 'J' BOLT W/ 14' x 3' x 3' WASHERS AT EACH ANCHOR BOLTS - (TYP.) EDGE OF SHEAR WALL SOLID BLOCKING NAIL BLKG 4 MUDSILL W/ SIMPSON LTP4 SPACE ® 16' OC. TREATED SILL PLATE W/ --\............... 5/8' • A8. 4 l/4'X3'X3' GALV. WASHERS. SEE SHEAR WALL SCHEDULE *4 TOP 8' 1'-4' SECTION CONT. DOUBLE STUDS SHEARUJALL EDGES. NAL STUDS TOGETHER PROM TOP PLATE OF WALL TO SILL PLATE EDGES OF SHEARUJALL SOLE PLATE NAILING PANEL EDGE NAILING. ALSO NAIL TO TOP PLATES SAME AS EDGE OF SI4EARWALL NAILING SIMPSON SST5 ANCHOR BOLT - TYPE TYPE SHEAR WALL SHEATHING DOUBLE STUDS SLAB ON GRADE TREATED SILL PLATES RECEIVED CITY OF TUKWILA PERMIT CENTER ffi PLOT DATE: 10-10-2014 2x6 STUDWALL T4G PW SHEATHING - NAIL (V/ ad * 6' OC. EDGES AND ad a 10' OC. FIELD TJI JOISTS 16' O.C. 1 HEADER PER PLAN 2x6 STUDWALL ad 6 6' O.C. SECTION '=1'-0' SOLE PLATE NAILING PER SHEAR WALL SCHEDULE EDGE NAILING - SEE GENERAL NOTES P41 xlcPILL DEPTH k�°"tION) �° LSI. f'�M OR BLIGG. HORIZ ABUTTING PANEL JOINT AT CENTER LINE BLOCKING W/ 1i8' GAP EDGE NAILING AS SPECIFIED PER SHEAR WALL SCHEDULE PW - SEE SHEAR WALL SCHEDULE ON SHEET FRAMING PLANS FOR SPECIFIC NAILING ROOF SHEATHING 2x SOLID BLOCKING OR RAFTERS OR TRUSS - RIDGE BEAM AS REQUIRED TYPICAL 1-I1F) DETAIL ROOF SHEATHING RAFTERS OR TRUSS 2x CONTINUOUS VALLEY DETAIL 8d66'OC. 11 SECTION = 1'-0' WALL STEPS BACK BEYOND SEE PLAN N. BEAM PER PLAN --ROOF SHEATHINGt EXTEND TO COVER FRAMING BELOW OVERFRAMING. RS OR TRUSS ONNECT CONTINUOUS 2X THRU ROOF SHEATHING TO TRUSS/ RAFTER BELOW WITH (2) 16d NAILS SLOPE DECK TO DRAIN JOISTS 6 16' OC. BEAM PER PLAN BEAM PER PLAN SECTION ' = 1'-0' SECTION 2x6 STUDWALL SOLE PLATE NAILING PER SHEAR WALL SCHEDULE DGE NAILING - SEE GENERAL NOTES l bxRLL DEPTH ipcCp�'t'lc7W I�1 LSL 1�N OR 81.KC�. HORIZ ABUTTING PANEL JOINT AT CENTER LINE BLOCKING W/ 1i8' GAP EDGE NAILING AS SPECIFIED PER SHEAR WALL SCHEDULE PW - SEE SHEAR WALL SCHEDULE ON SHEET FRAMING PLANS FOR SPECIFIC NAILING '=1'-01 34' T4G PW SHEATHING- NAILW/8d66'OC. EDGES AND ad a 10' O.C. FIELD — 1 11T'8' TJI JOISTS HEADER PER PLAN 2x6 STUDWALL- 2 MFRD.TRUSSES • • SIMPSON HI EACH TRUSS 2X6 STUDWALL TRUSSES BEYOND SIMPSON CC66 (SIMPSON ECC66 a SIM.) 16d 12' OC. ad 6 6' O.C. LVL RIM PER PLAN HANGER PER TRUSS MFR MFRD. MONO -TRUSSES HGUS HANGER 44, ad ® 6' OC. PL HEIGHT SIMPSON 141 EACH TRUSS HEADER PER PLAN 6X6 LVL JOISTS 16' O.C. M. PER PLAN 2x6 STUDWALL 344' T4G PW SHEATHING - NAIL W/ ad 6 6' OC. EDGES AND ad • 10' O.C. FIELD -----) 2x6 STUDWALL MFRD.TRUSSEs SIMPSON HI EACH TRUSS HEADER PER PLAN 2x6 STUDWALL — SOLE PLATE NAILING PER SHEAR WALL SCHEDULE 344' T4G PW SHEATHING- 1 1114' TJI JOISTS e16'OC. A35 6 16' OC: HEADER PER PLAN 2x6 STUDWALL 12 SECTION 1'=I'-0' HEADER PER PLAN (UPSET) SECTION ' = 1'-0' SOLE PLATE NAILING PER SHEAR WALL SCHEDULE EDGE NAILING - SEE GENERAL NOTES 5HEATHING PER PLAN- NAIL W/ ad a 6' OC. EDGES 4 ad 9 12' OC. INTERMEDIATE FRAMING MEMBERS SIMPSON RBC - SPACED AT 6'-0' OC. NOTE: DO NOT ATTACH TO BIRDS MOUTH BLOCKING 8d g 6' O.C. PROVIDE 2x SOLID BLOCKING AT 'RBC' LOCATIONS ONLY. EDGE NAILING - SEE GENERAL NOTES PW - SEE SHEAR WALL SCHEDULE ON SHEET 51 FOR SPECIFIC NAILING 2X4 GABLE END WALL BRACE - LOCATE AT RIDGE 4 SPACE BAL. AT 8'-0' 0.C. NOTE: BRACE MAY BE OMITTED IF INTERIOR PERPENDICULAR WALL OCCURS WHERE BRACE IS REQUIRED PW - SEE SHEAR WALL SCHEDULE ON SPECIFIC NAILING 8d6'0C. 2x LEDGER - NAIL TO PL AND BEAM W/16d64'O.C. TAPER TOP OF CANTILEVERED JOIST - BLOCKING SECTION EDGE NAILING AS SPECIFIED PER SHEAR WALL SCHEDULE SEE SHEAR WALL SCHEDULE ON SHEET FRAMING PLANS FOR SPECIFIC NAILING '=1'-0' PANEL EDGE NAILING. ALSO NAIL TO TOP PLATES SAME AS EDGE OF SHEARWALL NAILING MST STRAP .11 i II '11 1111 HI 11 111 11I 111 I11 .111 .111 SHEAR WALL SHEATHING (2) STUDS SOLE PLATE NAILING FLOOR SHEATHING 2X SOLID BLK BELOW I-IOLDOWN RIM JOIST (2) STUDS SHEAR WALL DETAIL UJ/ SIMPSON MST STRAP 1-IOLDOUJN (PER PLAN) 1/16' PUJ SHEATHING - NAIL W/ 8d e 6' O.C. EDGES 4 ad 6 12' OC. INTERMEDIATE FRAMING MEMBERS - MFfD. TRUSSES VARIES 40°60° (MAX.) SIMPSON A34 2X4 HORIZ. 2'-0' 2x6 STUDW ' : 1'-0' REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 0 2014 City of Tukwila BUILDING DIVISION • 2X STUDWALL 3/4'T4G PW ad a 6' OC. 2X FLAT OUTRIGGER 6 24' o.c. GABLE END TRUSS SIMPSON A35 6 24' OC. �-- EDGE NAILING - SEE GENERAL NOTES HEADER PER PLAN PW - SEE SHEAR WALL SCHEDULE ON SHEET SI FOR SPECIFIC NAILING TJI JOIST PER PLAN SIMPSON HL53 CORNER, 0 DOOR, OR WINDOW DOUBLE STUD SHEAR WALL EDGES PANEL EDGE NAIL SPACING MSTC66153 REQ'D BOTH EDGES OF SHEARUJALL- '41 I' = 1'-0' EDGE OF SHEARWALL SEE PLANS SHEATHING PANEL EDGE NAIL SPACING SHEATHING PANEL EDGE NAILING HEADER BELOW WALL 51i8XI9v2 GL DETAIL - MSTC AT E3EAM 6344X18 GL SOLE PLATE NAILING - SEE SCHEDULE FLOOR SHEATHING HEADER BELOW WALL RECEIVED CITY OF TUKWILA OCT 142014 PERMIT CENTER el Project # 0 1513 Sheet S3 PLOT DATE: 10-10-2014 11'-10' 21'-8' 15'-4' FOUNDATION 4 MAIN FLOOR FRAMING NOTES: I. ALL FLOOR BEAMS SHALL BE 4XI0 DF *2 UNLESS NOTED OTHERWISE ON PLAN. NOTE LOCATE BEAMS UNDER BEARING WALL WHERE NOTED ON PLAN. 711 r_J L_1 IDENTIFY LOT LINES Lot lines shall be established on site and made visible to verify distance of building setbacks the from lot lines, at time of footing/foundation inspection, prior to pouring concrete. A survey may be required to verify lot lines. PLEASE NOTE: Setback(s) shall be calculated and measured from the buildings finish face or corner of the building nearest the property line and not necessarily measured from the exterior foundation. NEC 250.52 Grounding Electrodes. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of 1/z" or larger reinforcement bar or Bare copper conductor not smaller than 4 AWG, and shall be located horizontally within that portion of a concrete foundation or footing that is in direct contact with the earth & encased by at least 2" of concrete. (NOTE: 20 foot rebar shall be one continuous piece tied alongside any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near tion of power panel.) 2 181X24'li S2 CRAW SPAC ACCE S. INSUL • 4 !DEATH R STRIP 52 F3.0 -J L F3.0 2'-12' ////////////y///i 4' THICK CONC. SLAB OVER 4' COMPACT SAND AND GRAVEL BASE SLOPE FLOOR DOU1N 16'-3' 20'-0' 2X6 a 12' O.G. BALLOON FRAME 0 El NI 11-4' • 4'-6' L -I F3.0 5'-6' 4x10 ' R/ 1 L 1 1 L 2X6 * 12' O.C. BALLOON FRAME 1 L co 0 / ////f/// 5'-6' 5'-6' `\ 4x10 /'--`‘ 1` i_ _% \\ �R / \ \s, R / 0 dl x 4'-9' 2'-4' 4'-3' 5'-4' 4'-1' • 4 / / • CRAWL SPACE / / / / / / / / / / / / / / /0 / / / / / / / �� / /// / / /�' ////�///`/�/////// //, ////// / / /�1� 'h It //// /' // \/4x)0 /,//// // �. / lL .4 { 9, p� 1 1 ,1 / / l/ ✓ T l / / / / / / / / /N/ / / / / / / / / / / 2 �/�� (/ // ///////// / //i/,/,/ 4 // /21/./6/�3• / / / /// ' / //// ///, //// / // // ///' / / / /., / / /, • / //// / // /// // / // , / // Y / / / / / /� / / / / // / / /�`� // / / 7. / / /_/ // ///// / //// A : I:: „/ // ///// // / /y�//�/\i/ _/ _ / / > F3/2 1 4x10 I 0 W I4x10 « //, ,/\'v / li-'`/'` /��Y, / Y/ � 1�/// //// /L / / / /i//// / / / / / / F3/2 / R/ 5'-6' 5'-6' CRAWL SPACE 18' MIN. CLEARANCE 6 MIL (BLACK) VISA. VAPOR BARRIER W/ MIN. 12' LAP / 5'-9' 4x10 _®\ �- _R/ / / / / / 1 STEP 5'-8' / `� 4x10 --i--o--1- \ / • / ` \ IR/ 4x10 3'-1' 3'-1' 1 1'-41 R� 1'-41' / L T�� �"_C \ R/ ` /' 1 `, R, L---y / / ,/ i L j� / ////!`,2L�/ / / / r--1 / / /,/// // / / ////////// / / / / / / // / / ,/, ////////, // // //,/ // ,/ / STEP / / / / / / // / / /. / / / / / / / / / / / / / / / / /0/ / / / / _/ / 18' MIN. CLEARANCE 6 MIL (BLACK) VISA VAPOR BARRIER W/ MIN. 12' LAP X 5'-0' 5'-6' / / / / / / 62 4x10 / / / / / / / / / / / / / / / / OVER FRAME ABOVE FLOOR FRAMING /// /// ////////////-. /,/,' /' / ///////J IN ENTRY LEVEL. SEE ARCH, PLANS / / / / / / / / /�/ / / / / / / / / / / / / / / / / / / / / / / / / / 11/4:011 r 4x10 /� i //�'6`i/ ,II / / / 7, / / / / / / / / ,1/ /1-'\I4x10 f \I 4x10 1\ RI I 1 1 1 R% 1\.• R/ . -1J 0 I 2'-0' I1 /////// 3'-0' r 1 J I F3.0- 4' CONCRETE SLAB ON i F3.0 t--_J 4' GRAVEL FILL OVER L--r COMPACTED EARTH - SLOPE SLAB 1/4' PER FOOT PROVIDE *4 BENT BAR (6'XI8') AT STEM WALL - 1 J F3.0 /////// L SPACE RENF. AT 12' 0.C.1-AX. - I II'-6' F3.0 J tid 3'-0' 5'-6' 5'-6' 2'-0' X N 5'-0' r- N / / 1'-41'/ I,r 7 rim_ / / 2'-0' 3'-0' S� 2'-6' 64'-0' FOUNDATION / MAIN FLOOR FRAMING PLAN FOUNDATION VENTILATION: PROVIDE CRAWL SPACE VENTILATION AS PER IBC SEC. 12033.1 'CRAWLSPACE AREA' x 1/150 = TOTAL VENT AREA REQUIRED (SF) QTY. OF 1'X14' VENTS REQUIRED: (1 0520) - 20 S4-4E> RUJALL SCHEDULE (1) (2)(4) WALL TYPE (5) SHTG. (3) EDGE NAILING LENGTH x GAGE) (6)A.B. SPACING SOLE PLATE NAILING (GA.) ABUTTING VERT. PW EDGES ABUTTING HORIZ FLU EDGES (9) SOLE PL MUD SILL EDGE FRAMING (VERT.) HOLDOILN TYPES REMARKS / DETAILS SHEAR (FLF) UPLIFT FORCE e1) 1i16' 055 Sd a 4' D.G. (249 X 0.131') %' A.B. a 48' O.G. 16d 6 12' O.C. (3) ' X 0.135') 2x6 2x6 2x6 2x6 2-2x6 STHD14RJ CO' 214 plf 2.6 k e8) 1/16' OSB 8d e 3' D.C. (2 y' X 0.131') %' A$. e 30' O.C. 1. 6d 12' OC (3)i X 0.135) 3x6 3x6 2x6 3x6 2-2x6 STHD1O STHDIORJ 4 B 431 Of 2.1 k ®® DF © 1/16' O5B 8d a 3' O.C. (2 �{' X 0.131') /' A.B. 0 30' O.G. 16d a 12' O.C. (3 )�' X 0.135') 3x6 2x6 3x6 3x6 2-2x6 HDQ8 416 If p 43 k ® DF Aad 1/16' OSB la 6' D.G. (2 ' X 0.131') %' A.B. a 48' O.C. I6d a 12' 0:C. (3)i' X 0.135') 2x6 2x6 2x6 2x6 2-2x6 STHDI4RJ 138 plf 1.6 k 5 01 1/16' OSB 8d a 6' 0.C. (2 y' X 0.131') %8' A.B. 6 48' O.C. 16d • 12' O.C. (3)9X0.135') 2x6 2x6 2x6 2x6 2-2x6 NONE NOTE: FOR ALL OTHER EXTERIOR WALLS NOT SPECIFIED IN SCHEDULE ABOVE, SEE NOTE 2. IN 'SHEAR WALL SCHEDULE NOTES' . REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 0 2014 City of Tukwila BUILDING DIVISION DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 2. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED GLACIAL TILL OR STRUCTURAL FILL. SEE GENERAL NOTES FOR ASSUMED ALLOWABLE SOIL LATERAL OR VERTICAL BEARING PRESSURES. 3. THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, CLEAN, AND FREE OF LOOSE MATERIAL OR WATER WHEN CONCRETE IS 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 WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WIN AN APPROVED PRESERVATIVE. ANY FIELD CUTS, NOTCHES, AND DRILLED HOLES SHALL BE RE -TREATED PER AWPAM4. 1. ALL FASTENERS 4 HARDWARE IN PRESSURE TREATED OR FIRE TREATED WOOD SHALL BE SIMPSON 'ZMAX' (G185 HDG PER ASTM A653). 8. PROVIDE DOUBLE JOISTS OR BEAM (PER PLAN) BELOW SHEAR WALL PARALLEL TO TO JOISTS. NAIL WALL SOLE PLATE TO JOISTS OR BEAM PER SHEAR WALL SCHEDULE OR NOTE 8. OF SHEAR WALL SCHEDULE NOTES. 9. PROVIDE 5/e' DIA. GALV. ANCHOR BOLTS EMBED 1' MIN. IN CONCRETE. PROVIDE 1/41X3'X3' GALVANIZED WASHERS AT EACH ANCHOR BOLT. 10. PROVIDE APPROPRIATE BLOCKOUT IN STEM WALLS OR FOOTINGS FOR PLUMBING 4 ELECTRICAL STUB -OUTS PER ARCH. PLANS. COORDINATE WITH GENERAL CONTRACTOR 11. PROVIDE CRAWL SPACE ACCESS PER IBC AND ARCHITECTURAL PLANS. COORDINATE LOCATION IN SITE WITH CONTRACTOR 12. PROVIDE CRAWL SPACE VENTILATION PER IBC AND FOUNDATION PLANS. DO NOT LOCATE VENTS WITHIN 8' OF HOLDOIIN STRAPS OR HOLDOWN BOLTS. MAINTAIN 3'-0' CLEAR FROM EACH CORNER 13. FOR TYPICAL PLACEMENT OF HORIZONTAL REINF. IN CONCRETE, SEE I0/52. 14. FOR TYPICAL DETAIL FOR INSTALLATION OF PIPES NEAR FOOTINGS, SEE 8/52. 15. CONTRACTOR SHALL HAVE AVAILABLE ON SITE A CONCRETE BATCH TICKET OR RECEIPT OF DELIVERY FOR MIX OF 3000 P5I OR GREATER FOR BUILDING INSPECTOR VERIFICATION. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 1 PERCENT PER IRC TABLE 4022. SEE GENERAL NOTES IN SHEET S1 FOR ADDITIONAL REQUIREMENTS. 16. PROVIDE SQUASH BLOCKING BELOW ALL SOLID SAWN OR BUILT-UP 2X POSTS ALONG EXTERIOR OR INTERIOR STEM WALLS PER DETAIL 4/51. LEGEND INDICATES SPREAD FOOTING PER PLAN AND REINF. PER SCHDULE. INDICATES 6X6, 4X4, OR (X) 2X B.U. POSTS ORIGINATING AT THIS LEVEL AND SUPPORTING POINT LOADS FROM ABOVE. INDICATES SHEAR WALLS WITH HOLDOWNS ////7//////� f OR FOUNDATION STRAPS PER PLAN. SEE �Q(� S�y4 SHEAR WALL SCHEDULE AND ELEVATION. RECEIVED CITY OF TUKWILA OCT 1.4.2014 PERMIT CEN SHEAR WALL SCHEDULE 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' O.C. SHEAR NAILING APPLIES TO ALL VERTICAL AND HORIZONTAL ABUTTING 51-ITG. 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' O.C. FIELD NAIL SPACING SHALL BE 12' O.C. 3. SHEATHING SHALL BE 1/16' OSB UNLESS SPECIFIED 15/32' STRUCTURAL 'I IN SCHEDULE. 4, EXTERIOR SHEAR WALL FRAMING SHALL BE 2X6 HEM FIR *2 UNLESS NOTED 'DF' (DOUG FIR) IN SCHEDULE. FRAMING 514ALL BE SPACED AT 16' O.C. 5. INTERIOR SHEAR WALL FRAMING SHALL BE 2X4 (OR 2X6 PER SCHEDULE) HEM FIR *2 SPACED AT 16' D.C. 6. EDGE FRAMING OR END OF SHEAR WALLS SHALL 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 BE 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 I6d SPACED 12' 0.0 (MAX. OR LESS A5 SPECIFIED IN SCHEDULE) 9. MUD SILLS SHALL BE 2X6 1-IF *2 P.T. CONTINUOUS AROUND PERIMETER OF FOUNDATION WALL. 10. FOUNDATION ANCHOR SHALL BE %' DIA. X 10' A.B. FOR 2X6 MUDSILL OR %' DIA. X 12' A.B. FOR 3X6 MUDSILLS. IF NOT SPECIFIED BY THE SHEAR WALL SCHEDULE, ANCHOR BOLTS SHALL BE SPACED NO MORE THAN 48' O.C. ALL ANCHOR BOLTS SHALL BE EMBEDDED IN CONCRETE 1' MIN. PROVIDE (2) MINIMUM A.B.'S FOR EACH MUDSILL SECTION. 11. PROVIDE 3'X3'XY4' GALV. WASHERS FOR EACH ANCHOR BOLT. THE CONTRACTOR MAY USE 3'X3'XY' GALV. WASHERS WITH DIAGONAL SLOTTED HOLES IF STANDARD CUT WASHERS ARE USED AND PLACED ABOVE NE SLOTTED PLATE WASHERS. F3.0 INDICATES BEAM MARK NUMBERS PER PLAN AND STRUCTURAL CALCULATIONS. INDICATES 4X4 POST BELOW CONT. FLOOR BEAMS OR 4X6 POSTS AT FLOOR BEAM SPLICE. (TYP.) INDICATES ROUND OR SQUARE SPREAD FOOTING PER PLAN AND SCHEDULE. INDICATES 3/' T4G PLYWOOD - NAIL WITH Sd 6' O.C. EDGES AND 8d 9 10' O.C. AT INTERMEDIATE FRAMING MEMBERS FOOTING SCHEDULE (I500 PSF I5RG.) f'c = 2500 psi TYPE DIMENSION (INCHES) REINF. ALLOWABLE LOAD (KIPS) 'L' 'W' THK LONGIT. TRANSV. r----1 1 1 11 1 L_ F2.0I 24' 24' 10' (3) *4 (3) *4 55 K 0R ) 24' DIA. 10' (2) *4 (2) *4 43 K r 1 NI F3.0 L J 36' 36' 10' (3) *4 (3) *4 12.4 K r 1 r ' L F35_, 42' 42' 12' (3) *4 (3) 04 165 K r 1 F4.0 L ., 48' 48' 12' (3) *5 (3).5 21.6 K r 1 el i L F3/2 I 36' 24' 10' (3) *4 (3) *4 83 K PLOT DATE: 10-10-2014 FLOOR SHEATHING ONLY: 34' T4G PW SEATHING - NAIL W/ 841 6 6' O.C. EDGES 4 8d 6 10' O.C. INTERMEDIATE FRAMING MEMBERS CONTRACTOR NOTE: SLOPE TOP OF JOISTS AT EXPOSED DECK SEE ARCH. PLAN LOW ROOF SHEATHING ONLY: 1/16' OSB SHEATHING - NAIL W/ 8d 6 6' O.C. EDGES AND Sd a 12' O.C. INTERMEDIATE FRAMING MEMBERS (TYP.) CONTRACTOR NOTE: SLOPE TOP OF JOISTS AT EXPOSED DECK SEE ARCH. PLAN 9'-0' LVL I344XII1/8 (12'-6') TJI/' 30 9 16' 0 C 1 LVL 1344X111t JOISTS B 16' 0.C. lilt' TJI/230 e 16' O.C. BEI4RING WAL 5'-6' I 5'-0' 0 6X10 5'-0' 59'-6' OPEN BELOW C514X30'-0' - ''P NAIL TOT•-OFLVLBEAMAND 2X4 B • KING BETWEEN JOISTS 5'-0' II1 ' TJI/230 a 16' O.C. 53 !Y 6X8 IT a )� 1 /"/fi55V///2//// r. TOP OF BEAM AT PLATE DBL. JOIST BELOW SHEAR WALL OPEN BELOW TRUSSES a 24 •.C. I1'-6' 3'-0' UPPER FLOC F4MIN& PLAN TJI/230 g 16' O.C. 2'-0' DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. Lr' n 4XI0 I BEA t- L. Ilv' TJI/230 6 16' O.C. 6XI0 5'-0' LVL P4X11y RING 5'-0' T 1 1 t T 1 2'-0 2'-6' SNE4RUJ4LL SCHEDULE (IE3C T,4E3LE 2306.3) (1)(2)(4) WALL TYPE (5) SHTG. (3) EDGE NAILING (LENGTH x GAGE) (6) SOLE PL NAILING ABUTTING VERT. PW EDGES ABUTTING HORIZ PW EDGES (8) SOLE FL EDGE FRAMING (VERT.) HOLDOWN TYPES REMARKS / DETAILS SHEAR (PLF) UPLIFT FORCE ©8d 1/16' 05B Q 6' O.C. (2 y' X 0.131') 16d a 6' O.C. (3 y' X 0.135') 2x6 2x6 2x6 2-2x6 MST31 OR MSTC66133 �� 145 plf 10 k ®® �) 6 1/16' 058 ad 6 4' 0.0 (2 y X 0.131) I6d 6 6' O.G (3 Y X 0.135) 2x6 2x6 2x6 2-2x6 MST31 OR MSTC66B3 ©� 236 pif 32 k ®® A1/16' OSB 6' OC. ad 6(2 y' X 0.131') I6d 6' O.G. (3) X 0.135') 2x6 2x6 2x6 2-2x6 NONE NOTE: FOR ALL OTHER EXTERIOR WALLS NOT SPECIFIED IN SCHEDULE ABOVE, SEE NOTE 2. IN 'SHEAR WALL SCHEDULE NOTES' . CONTRACTOR NOTE: SLOPE TOP OF JOISTS AT EXPOSED DECK SEE ARCH. PLAN tr 9 1'-0' REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 0 2014 City of Tukwila BUILDING DIVISION FLOOR FRAMING NOTES: 1. ALL EXTERIOR HEADERS SHALL BE 6X10 DF'2 UNLESS NOTED OTHERWISE ON PLAN. ALL INTERIOR HEADERS SHALL BE 4X10 DF'2 UNLESS NOTED OTHERWISE. 2. ALL EXTERIOR WALL 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'2 SPACED AT 16' O.C. UNLESS NOTED OTHERWISE. 3. FOR TYPICAL WALL FRAMING OR SHEAR WALL FRAMING SEE ELEVATION ON SHEET 51. 4. 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 8. OR SHEAR WALL SCHEDULE NOTES. 5. PROVIDE DOUBLE JOISTS OR BEAM (PER PLAN) BELOW SHEAR WALL 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. 1. PROVIDE SOLID 2X OR LVL RIM JOIST AT EXTERIOR WALL PER DETAIL AND PLAN. NAIL WALL SOLE PLATE TO RIM WITH PER SHEAR WALL SCHEDULE OR NOTE 10. OF SHEAR WALL SCHEDULE NOTES. 8. FOR JOIST CONNECTION TO FLUSH OR UPSET BEAM ON ONE OR TWO SIDES, SEE DETAIL 1/S1 9. FOR SOLID POST OR BUILT UP 2X POST BEARING ON EXTERIOR OR INTERIOR WALL, SEE DETAIL 3/51. 10. II. NAIL JOISTS TO BEARING WALL TOP PLATES OR TOP OF BEAM WITH (2) I0d TOE NAIL. EACH SIDE. 12. PROVIDE WEB STIFFENERS AT 'I' 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 WIN AN APPROVED PRESERVATIVE. ANY FIELD CUTS, NOTCHES, OR DRILLED HOLES SHALL BE RE -TREATED WITH AWPA114. 15. ALL FASTENERS # HARDWARE IN PRESSURE TREATED WOOD OR FIRE -RETARDANT WOOD SHALL BE 'ZMAX'(GI85 HDG PER 45T1'1 A653). LEGrFND FLUSH BEAM �r it 1 r 1 r INDICATES 6X6, 4X4, OR (X) 2X B.U. POSTS ORIGINATING AT THIS LEVEL AND SUPPORTING POINT LOADS FROM ABOVE. INDICATES 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 TOP OF BEAM AND JOIST FLUSH. INDICATES MANUFACTURED '1' JOISTS OR SAWN JOIST SUPPORTED BY FACE MOUNTED SIMPSON HANGER INDICATES SHEAR WALLS THI5 LEVEL. SEE SHEAR WALL SCHEDULE AND ELEVATION. INDICATES WALL STRAPS PER SHEAR WALL SCHEDULE AND PLAN. INDICATES SPECIAL BEAM MARK NUMBER 6X10 PER PLAN AND STRUCTURAL CALCULATIONS. SEE WALL ELEVATION ON SI FOR FRAMING REQUIREMENTS. INDICATES WALL BELOW (DASHED) INDICATES WALL AT THIS LEVEL. RECEIVED CITY OF TUKWIL OCT 1.. 4 2014 PERMIT CENTER SHEAR WALL SCHEDULE NOTES (UPPER FLOOR): 1. 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 NE EDGE FRAMING SPECIFIED AND BE SPACED AT 12' 0.C. SHEAR NAILING APPLIES TO ALL VERTICAL AND HORIZONTAL ABUTTING SWIG. EDGES, DOUBLE TOP PLATES, AND SOLE PLATES. 2. ALL EXTERIOR WALLS NOT SPECIFIED IN 5I-1EAR WALL SCHEDULE, SHALL BE DESIGNATED AS MINIMUM SHEAR PANELS WITH EDGE NAIL SIZE MATCHING SPECIFIED NAILS IN SCHEDULE AND SPACED AT 6' O.C. FIELD NAIL SPACING SHALL BE 12' O.C. 3. SHEATHING SHALL BE 1/16' OSB 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 BE SPACED AT 16' O.C. 5. INTERIOR SHEAR WALL FRAMING SHALL BE 2X4 (OR 2X6 PER SCHEDULE) HEM FIR *2 SPACED AT 16' O.C. 6. EDGE FRAMING OR END OF SHEAR WALLS SHALL 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 BE 2X6 FOR EXTERIOR WALLS OR 2X4 FOR INTERIOR WALLS OR A5 NOTED IN SCHEDULE. 8. SOLE PLATE SHALL BE 2X6 FOR EXTERIOR WALLS . 5• PLATE AL E OR 2X6 FOB INTERIOR WALLS. SOLE PLATE NAILING SHALL BE Ibd SPACED 12' O.0 (MAX. OR LESS - CIF IN , H LE) i L1 0 GIRDER TRUSS GIRDER TRUSS ROOF FR4MIN PLAN GIRDER TRUSS NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 41- S3 ROOF FRAMING NOTES: I. ALL EXTERIOR HEADERS SHALL BE 6X8 DP2 UNLESS NOTED OTHERWISE ON PLAN. ALL INTERIOR HEADERS SHALL BE 4XI0 DF'2 UNLESS NOTED OTHERWISE ON PLAN. 2. SEE GENERAL NOTES AND TRUSS NOTES BELOW FOR TRUSS DESIGN SPECIFICATIONS. 3. ALL SAUN ROOF JOISTS SHALL BE HF02 OR BETTER AND SPACED AT 24' O.C. UNLESS NOTED OTHERWISE. 4. PRE-MFRD. TJI JOISTS SHALL BE OF THE SIZE AND SERIES SPECIFIED ON THE PLAN. VERIFY MFRD, PLACEMENT PLAN WITH STRUCTURAL. NOTIFY THIS OFFICE OF ANY CONFLICTS IN LAYOUT BEFORE INSTALLATION. 5. PROVIDE ROOF VENTILATION PER CURRENT IRC OR IBC. SEE ARCHITECTURAL PLANS FOR SPECIFIC REQUIREMENTS. 6. PROVIDE ATTIC ACCESS PANEL PER CURRENT IRC, IBC, AND ARCHITECTURAL PLANS FOR SPECIFIC REQUIREMENTS. WOOD TRUSSES (IBC 2303.4) SHALL BE: 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 FLANS. 2. NON -ATTIC STORAGE TRUSSES SHALL BE DESIGNED WITH A LIVE LOAD OF 20 P5F 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 LOCATED IN AREAS NOTED ON THE FRAMING PLANS. 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 A LICENSED ENGINEER IN THE STATE OF WASHINGTON. APPROVED TRUSS DOCUMENTS SHALL REMAIN ON THE JOB SITE FOR INSPECTION. 5. ALTERATION5 (2303.45): 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 (Ea. IHVAC EQUIPMENT, PIPING, ETC.) SHALL NOT BE PERMITTED WITHOUT APPROVAL OF TRUSS DESIGNER 6. TPI 1 SPECIFICATIONS: THE DESIGN, MANUFACTURE, FABRICATION, AND QUALITY ASSURANCE OF METAL -PLATE -CONNECTED WOOD TRUSSES SHALL BE IN ACCORDANCE WITH TPI 1. 1. TRUSSES SHALL BE BRACED TO MANUFACTURE'S SPECIFICATIONS. a UNLESS NOTED OTHERWISE ON PLANS, ALL TRUSSES SHALL HAVE SIMPSON H-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. CONTRACTOR NOTE: REFER TO TRUSS MANUFACTURER DWG. . FOR TRUSS LAYOUT AND TYPES. USE THIS 'DRAWING FOR LOCATION OF SPECIAL 13EAM SIZES, GIRDER TRUSS AND QUILT -UP POST LOCATIONS. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 20 2014 City of Tukwila BUILDING DIVISION LFEND 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. 1 fNDICATES WALL BELOW FLUSH BEAM-e--------NDICATES TOP OF BEAM AND JOIST FLUSH. r it it -ir DILATES MANUFACTURED TRUSSES OR SAWN JOIST SUPPORTED BY FACE MOUNTED SIMPSON HANGER INDICATES 316 OSB SHEATHING - NAIL WITH ad 9 6' O.G. EDGES AND ad fil I2' O.C. AT INTERMEDIATE FRAMING MEMBERS (TYP.) COOK NAT1ON OF CONSTRUCTION, INCLUDNG vERFtCATION OF MEMNON& t FIELD CONDmcNS, 16 NE IBILI'rr OP THE CONTRACTOR ANY DISCREPANCIES WALL BE BROUGHT TO TIC ATTENTION OP TI4E DESIGN TEAM PRIOR TO CONSTRUCTION. RECEIVED CITY OF TUKWILA OCT 1. 41014 MIT CENTER z CODE REVISION <et 40 PLOT DATE: 10-10-2014