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HomeMy WebLinkAboutPermit D08-338 - MATEVOSOV ADDITION - ADDITION AND REMODELMATEVOSOV RESIDENCE 12091 44 PL S D08 -338 Parcel No.: 3347401475 Address: 12091 44 PL S TUKW Suite No: Tenant: Name: MATEVOSOV ADDITION Address: 12091 44 PL S , TUKWILA WA Owner: Name: MATEVOSOV ARAM Address: 12091 44TH PL S , TUKWILA WA 98178 Phone: Contact Person: Name: ARAM MATEVOSOV Address: 12091 44 PL S , TUKWILA WA 98178 Phone: 206 755 -8363 Cityylif Tukwila 0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Contractor: Name: OWNER AFFIDAVIT - MATEVOS MATEVOSOV Address: Phone: Contractor License No: DEVELOPMENT PERMIT DESCRIPTION OF WORK: 728 SF ADDITION TO EXISTING RESIDENCE: ADD KITCHEN AND LIVING ROOM. INTERIOR TO BE REMODELED. PUBLIC WORKS ACTIVITIES INCLUDE STORM DRAINAGE AND EROSION CONTROL. REVISION #1: ADD 797 SF OF COVERED DECK TO SCOPE OF WORK Value of Construction: $98,569.99 Fees Collected: $2,462.70 Type of Fire Protection: AUTO FIRE ALARM International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 22 doc: IBC -10/06 * *continued on next page ** Permit Number: D08 -338 Issue Date: 01/16/2009 Permit Expires On: 08/03/2009 Expiration Date: D08 -338 Printed: 07 -08 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will - : complied with, whether specified herein or not. The granting of this p, • oes not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the p • • = Ice of work. I am authorized to sign and obtain this development permit. I v Signature: Print Name: doc: IBC -10/06 MiAA City df.Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Y JL ?—c - Date: TEN -50U Permit Number: D08 -338 Issue Date: 01/16/2009 Permit Expires On: 08/03/2009 Private: Public: Profit: N Non- Profit: N Private: Public: Date: (9q This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -338 Printed: 07-08 -2009 Parcel No.: 3347401475 Address: 12091 44 PL S TUKW Suite No: Tenant: Name: MATEVOSOV ADDITION Address: 12091 44 PL S , TUKWILA WA Owner: Name: MATEVOSOV ARAM Address: 12091 44TH PL S , TUKWILA WA 98178 Phone: Contact Person: Name: ARAM MATEVOSOV Address: 12091 44 PL S , TUKWILA WA 98178 Phone: 206 755 -8363 CitAf Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Contractor: Name: OWNER AFFIDAVIT - MATEVOS MATEVOSOV Address: Phone: Contractor License No: DEVELOPMENT PERMIT Permit Number: D08 -338 Issue Date: 01/16/2009 Permit Expires On: 07/15/2009 Expiration Date: DESCRIPTION OF WORK: 727.5 SF ADDITION TO EXISTING RESIDENCE. ADDITION WILL INCLUDE KITCHEN AND LIVING ROOM. INTERIOR TO BE REMODELED. PUBLIC WORKS ACTIVITIES INCLUDE STORM DRAINAGE. Value of Construction: $69,152.72 Fees Collected: $2,032.05 Type of Fire Protection: AUTO FIRE ALARM International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 22 doc: IBC-10/06 * * continued on next page ** D08 -338 Printed: 01 -16 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City dfiTukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D08 - 338 Issue Date: 01/16/2009 Permit Expires On: 07/15/2009 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Permit Center Authorized Signature: The granting of this construction or the Signature: Print Name: ,4 r 0 9 M V I I O T E V O V doc: IBC -10/06 Y Private: Profit: N Private: Public: Non - Profit: N Public: Date: b14�.1� I hereby certify that I have read and ex • d this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied wi ! ether specified herein or not. oes not presum to give authority to violate or cancel the provisions of any other state or local laws regulating of work. I am authorized to sign and obtain this development permit. Date: 0 / /4/0/ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -338 Printed: 01 -16 -2009 Parcel No.: 3347401475 Address: Suite No: Tenant: doc: Cond -10/06 12091 44 PL S TUKW • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us MATEVOSOV ADDITION 9: All wood to remain in placed concrete shall be treated wood. PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -338 ISSUED 06/20/2008 01/16/2009 1: 2: ** *BUILDING DEPARTMENT CONDITIONS * ** 3: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 4: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 5: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 6: 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. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 13: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 14: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 15: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. D08 -338 Printed: 01 -16 -2009 16: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 17: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Thkwila Permit Center. 18: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 19: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Thkwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 20: Existing kitchen must be removed, unless the applicant submits information that demonstrates conformance with the criteria in 18.10.030, Accessory dwelling unit. 21: Additions to the existing house must have exterior siding that is residential in appearance including, but not limited to, wood clapboards, shingles or shakes, brick, conventional vinyl siding, fiber- cement siding, wood - composite panels, aluminum siding or similar materials. Materials such as smooth, ribbed or corrugated metal or plastic panels are not acceptable. This requirement is from TMC 18.50.050 (4), Single Family Dwelling Design Standards. 22: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 23: Minimum 48 hours in advance contractor shall call 206 433 -0179 to schedule a Public Works pre - construction meeting. Contractor shall notify Public Works Project Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 24: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 25: Work affecting traffic flows shall be closely coordinated with the City Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 26: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 27: 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 City Inspector before 12:00 Noon on Friday preceding any weekend work. 28: Any material spilled onto any street shall be cleaned up immediately. 29: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 30: 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. 31: 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. doc: Cond-10/06 D08 -338 Printed: 01 -16 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 0 32: 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. 33: Contractor performing work inside the City Right of Way shall have a valid Tukwila Business Licence. 34: If an y work is to be done inside the City Right of Way contractor shall submit an insurance certificate naming City of Tukwila as additional insured together with a bond in the amount of 150% of construction cost in the Right of Way. 35: No storm drainage design was provided as part of the application submittal. Ground infiltration systems shall be used whenever soil types and site conditions permit. New filtration systems shall not negatively impact any existing properties in the area. A ground infiltration system design shall be submitted to the City for review and approval by the City Surface Water Engineer prior to construction unless roll downspouts can be connected to the existing storm drainage system on site. doc: Cond -10/06 * *continued on next page ** D08 -338 Printed: 01 -16 -2009 • Q City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the per rn ance of work. Signature: Print Name: 404 V141)- J ,. Vc9Q v doc: Cond -10/06 D08 -338 Date: O //VIP O� ordinances governing or local laws regulating Printed: 01 -16 -2009 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hap: "u i'w.ci.tuki'i /a.iia.us Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For of ice use onl 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 n / /// / King Co Assessor's Tax No.:3 1 740 Site Address:i _ '77 C pl• s0 -TTitle w IQ } 144) Q -rn Suite Number: Tenant Name: Y V ©S . l4,1TEV OS 0 V Q Property Owners Name:/ PTE V O$ I / as DV .�C e Dq New Tenant: / v DCOV q Floor: ❑ Yes ` No Mailing Address: City Name: A2A wi 1 v o.s o v Mailing Address: -10 1 / 1 / P1,S E -Mail Address: AR/4m, mATE VOSOV GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Contact Person: E -Mail Address: Contractor Registration Number: Company Name:f OyA/ Reg;den- q( Des;ff Pi1�C Mailing Address: t0 71 A✓t d ovev' OK, E Tug Contact Person: Pe - e V k s i y, k E -Mail Address: p K i S I y A k co a`� Vw a, (0 , . ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Contact Person: / V 0 V'Yl'1 N AVA ►"o Re%ised: 9 -2016 bh State City State ALA; A; e. COM Fax Number: ('goo) at 5 l 4 Fax Number: ( 3) 867 a7 4-.1 Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone:(2 b) W n X1 .3 1 q2.1 -TT Zip Company Name: Mailing Address: City State Zip Day Telephone: Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record wn qv SS City State Zip DayTelephone( 332 q bE- Company Name: N !Y Fin Q vi e v i v t Q P. S . Mailin Address: i i i i ,2 Grave /fy LA): E D N S. w *AV hqk fwooc wA 'q City State Zip c� Day Telephone:( .Sg1- 3 3 0 E- Mail Address:Y)Y) &V'iyt f.U 6O1M ! Fax oel Fax Number: ( 2 S 6 oy s g 0 \Applications \Forms - Applications On Lme 2006 - Permit Appbc ion.doc Page 1 of 6 • BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 25 J 0 0 nn nn Existing Building Valuation: $ 3 9 0 0 0 Scope o` Work (please provide detailed information) (/ �2 10- C.0 ?e add u P lc 1- �rr>!.�Q,v� t If✓ % wP -1 00 OvK P/ `tiz- - des; jtit i wP i ; 011-. Will there be new rack storage? ❑ Yes No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers X Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material Sae ata Sheets. 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. Q: \Applications \Forms - Applications On Line\3 -2006 - Permit Application.doc Res aed: 0 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per Type of Occupancy per IBC l' Floor 7 6 0 .7 2 4 5 4 L1 SI S 1 / IBC V le---S 2 Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport — Covered Deck — - . _ Uncovered Deck • BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 25 J 0 0 nn nn Existing Building Valuation: $ 3 9 0 0 0 Scope o` Work (please provide detailed information) (/ �2 10- C.0 ?e add u P lc 1- �rr>!.�Q,v� t If✓ % wP -1 00 OvK P/ `tiz- - des; jtit i wP i ; 011-. Will there be new rack storage? ❑ Yes No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers X Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material Sae ata Sheets. 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. Q: \Applications \Forms - Applications On Line\3 -2006 - Permit Application.doc Res aed: 0 -2006 bh Page 2 of 6 4 • PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Signature: Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AG V1/ - Date: OG /? Vo2t9D g Print Name: 5 1 T E V 050 V Day Telephone: 0206 TC - 0 3 6 3 t,14 Mailing Address: 1 a 091 Lj`I µ P 1 .. S D. 1 ; la City Date Application Accepted: oce(q-ok Q: \Applications \Forms - Applications On Line \3-2006 - Permit Application.doc Res tsed. 9 -2006 bh Date Application Expires: State Zip Staff Initials: Page 6 of 6 Parcel No.: 3347401475 Address: 12091 44 PL S TUICW Suite No: Applicant: MATEVOSOV ADDITION Receipt No.: Initials: User ID: doc: Receiot -06 R09 -01047 WER 1655 Payee: SEDA MATEVOSOVA TRANSACTION LIST: Type Method Payment Check Authorization No. • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Descriptio Amount 292 430.65 ACCOUNT ITEM LIST: Description Account Code BUILDING - RES 000/322.100 PLAN CHECK - RES 000/345.830 RECEIPT Permit Number: Status: Applied Date: Issue Date: Payment Amount: $430.65 Payment Date: 07/08/2009 09:34 AM Balance: $0.00 Current Pmts 261.00 169.65 Total: $430.65 D08 -338 ISSUED 06/20/2008 01/16/2009 PAYMENT RECEIVED Printed: 07 -08 -2009 Receipt No.: R09 -00094 Initials: JEM User ID: 1165 Payee: SEDA MATEVOSOVA ACCOUNT ITEM LIST: Description doc: Receiot -06 BUILDING - RES PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE • 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www. ci. tukwila. wa. us RECEIPT Parcel No.: 3347401475 Permit Number: D08 -338 Address: 12091 44 PL S TUKW Status: APPROVED Suite No: Applied Date: 06/20/2008 Applicant: MATEVOSOV ADDITION Issue Date: TRANSACTION LIST: Type Method Descriptio Amount Payment Check 251 1,377.50 Account Code Current Pmts 000/322.100 000/322.100 000/342.400 000/345.830 000/386.904 Payment Amount: $1,377.50 Payment Date: 01/16/2009 01:13 PM Balance: $0.00 1,007.00 250.00 58.00 58.00 4.50 Total: $1,377.50 1578 01/16 9707 TOTAL 1377.50 Printed: 01 -16 -2009 Parcel No.: 3347401475 Address: 12091 44 PL S TUKW Suite No: Applicant: MATEVOSOV ADDITION Receipt No.: R08 -02205 Initials: JEM User ID: 1165 Payee: MATEVOS MATEVOSOV ACCOUNT ITEM LIST: Description dor.: Rar.Pint -(1R PLAN CHECK - RES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www. ci. tukwila. wa. us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 166 654.55 RECEIPT Account Code Current Pmts 000/345.830 654.55 Total: $654.55 Permit Number: D08 -338 Status: PENDING Applied Date: 06/20/2008 Issue Date: Payment Amount: $654.55 Payment Date: 06/20/2008 12:36 PM Balance: $1,011.50 3866 06/20 9711 TOTAL 65455 Printed. 06- 2n -2(rnR Pro'e t: Type of Inspect'on: A A I S Date CaIIe k dr , Special Instructions: / Date Wanted: - ! 3 -4 t �.mr p.m. Requester: Phone (+ f , 3 INSPECTION RECORD Retain a copy with permit 0 - 3 38 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. 12 1 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Ins ecto r Date: 3 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project: /` rr �®uacr�u T pe of Inspection: ?a m )4' Address: Date Called: Special Instructions: Date Wanted: 1 0 C� Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit ,0,x PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. El $60.00 REINSPECT! . FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS:, 3 lr )M i 4,-h29-1 4) A. c4.6-‘,/ ,AwleAdreil ,t, Project: mo iCL//)f0u mss_ Type of I spection: goof c Address: , /tos 44 'IL Ls. Called: f - 4 Special Instructions: Date Wanted: .� r m, p.m. Requester: Phone 6 '- 7 7 SIC -F3‘ CITY OF TUKWILA BUILDING DIVISION " 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicaple-codes. COMMENTS: Inspe tor: -` Date: C d El $60.00 REINSPECTION FEE REQ IRED. Prior to inspection, fee must tie paid at 6300 Southcenter Blvd., S 100. Call to schedule reinspection. Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit El Corrections required prior to approval. 608 -33? PERMIT NO. Z Project: / // V � SO V /91 -)-) / /OA/ /1)/77 Type of Inspection: F/.24 Address: /'2c r / '/y ?Z S Date Called: Special Instructions: Date Wanted:: Requester: Phone No: a o — ?s5 - 6 5 r INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. bog -.36 PERMIT NO. i P'r• (206)431 -3670 COMMENTS: p A-1 I No 0( et" / -r r Inspec Date: ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Corrections required prior to approval. ' Project: it 1 i4i .vu5ou ADrrco Type of Inspection: W lac c1 L NiS .kf Address: Date�a�le„d: _ , (C J J r oe t (/ Special Instructions: / Date Wanted: '7 So -0c IQ jn: p.m. Requester: Phone No: 2vG 75- 936'' INSPECTIO NO. INSPECTION RECORD Retain a copy with permit Doe 338 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION to 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 kEi Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspecr: IDate*— 01 ID $60.00 REINSPECTION FEE REQUIRED. Prior'to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No.: 'Date: COMMENTS: / iT "Pkt Type of Inspection: rcad7/i.V G Address: /;? '/ y 5 c ) NJ ,R- -A — ')J , e r IA 4 f ,f\ 5T .tS hk e -- EDJT Al ` s - 5 � � : re 1 iL/ 0 r. e_D J ele4 AI Projet:: 777,41, 0 (/ / iT "Pkt Type of Inspection: rcad7/i.V G Address: /;? '/ y 5 Date Called: Special Instructions: Date Wanted: 7 - is- a ! G 4,m' p.m. Requester: Phone No: 9t 5-X r INSPECTION NO. INSPECTION RECORD Retain a copy with permit Od j -338 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0'06)431 -3 J Approved per applicable codes. Corrections required prior to approval. E1 $60.00 REINSPECTION FEE RpUIRED.4 or to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. inspecto7 Date: 7 -i3 - a9 Receipt No.: Date: _ .A.er+. LIMAS .eS COMMENTS: Type of Inspection:. 'Ja � A Address: yip i2dgI +I It. CDUV Date Called: Special Instructions: Date Wanted: _ _ V a.m. 0j._- ,V t, - s ( A - f . A ) t; 1 t e r L) / .01 L c_ ,),-- c3.A fi S J e .r , -13, J„ it 1 Project: , /v1 t1O. U 1 A T ��1 Type of Inspection:. 'Ja � A Address: yip i2dgI +I It. CDUV Date Called: Special Instructions: Date Wanted: _ _ V a.m. Requester: Ph No: -, r i.gc -• ?363 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1)10-33E PERMIT NO. :eft (206)431-3 7 Approved per applicable codes. El Corrections required prior to approval. I n s pecto( /Ut Date: / , 31 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: (Date: COMMENTS: Type of Inspection: r /.i/✓6 A dress: /2_ ac/ 4/1{ t'L- S Date Called: , Special Instructions: 7 ,te / _A A ' e:-.4( — Requester: 1 3 4 1 . A Project: /9/ 1 ?-"S Type of Inspection: r /.i/✓6 A dress: /2_ ac/ 4/1{ t'L- S Date Called: Special Instructions: Date Wanted: 1-/ --- / 5 - d S M. Requester: Phone No: 2e G- 755 -i36 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 EI Approved per applicable codes. rrections required prior to approval. Inspecjbr: Dat _ / -.„ El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1 to schedule reinspection. Receipt No.: COMMENTS: � e V ' A� t �� Address: -ft, 12-6 ( 41 dt-- Su Date Called: , .�- c -e . : • 3 Q �' `a,rp.- -2.0 'i 1 p.m. Requester: () AJ L ,, A-6,. A l c ei . q-4 -3532_ L s) ,Jfp. -l) t-kcc e- . ,L, .;. .., (if)(-. ( s Nb! ."--) '. _ p { r . ■ Pro'ec U `U � /" S � ' � e V ' A� t �� Address: -ft, 12-6 ( 41 dt-- Su Date Called: .�- Special Instructions: Date Wanted: 3 Q �' `a,rp.- -2.0 'i 1 p.m. Requester: Phone Nq: q-4 -3532_ El Approved per applicable codes. bog -33i INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION le- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 orrections required prior to approval. Inspect: Dater 2A.) d7 ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: Mr4TFU0 A NO1711 t Type of Inspe4tion: J IA) 4IIS ix. 01-0k' 41, Address: / 1Z�'t u 7.i...54 Date Called: 6? o J S� NI( P Special Instrons: 1 / Date Wanted: 2.- 2_ 6: O C p.m. Requester: Phone No: lb CASs' -- 836 7 INSPECTION RECORD Retain a copy with permit 051:y NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. EN drrections required prior to approval. COMMENTS: Inspect `r: 'Date: y $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: e. Date: � 4 �j COMMENTS: A - I ► 01 Ue —k- 0 ED , ^ ` O ` 4, ? 1) , e_ tr-)s f f 1 - i■lWrt - 1 � `�. � + r � C ��Q P t� Called: i (, kpecial Instructions: / / Date Wanted: ''a.rr -2d •C p.m. Requester: Phone C0 - "-If 4 _3332 . Proect: A - f J Type o�spec n t Ad ress� � 1 � `�. � + r � C ��Q P t� Called: i (, kpecial Instructions: / / Date Wanted: ''a.rr -2d •C p.m. Requester: Phone C0 - "-If 4 _3332 INSPECTION RECORD Retain a copy with permit INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 '33? PERMIT NO. (206)431 -3'670 ' Approved per applicable codes. EI Corrections required prior to approval. ❑ $60.00 REINSPECTION FEE REQUIR D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: Date: Receipt No.: IDate: Proje A vo i 19z) /)#V Type of Inspection: ,z/i✓ 'P r'/a40 1- Address: /2 a'/ z/y Pz 5 Date Called: Special Instructions: Date Wanted: -D- "/ S - Q c E. p.m. Requester: Phone No: -7,55 - 6 3 '. ° 3 - INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431- 0 D Corrections required prior to approval. - COMMENTS: Inspect: Date: Z • ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: Type ` of /nspe do P r > _.D Or; l■ 2e -N a 1;± r (33 1`t` In AP S — A.e _ _3 Sc. 3 r, ui A c(/' J S ( 1 5G .. (1 I '' 11 c c-� t ,�` r 0e �. ( c . /012 Requester: Phong,No: .2 Vre - 7s5 - g.36 Project: )9 a n ` _ �.N1 Type ` of /nspe do P r 04 ✓ / A „/ ill/ ‘02. S Date Called: Special Instructions: Date Wanted / 1 (-a.rr . /012 Requester: Phong,No: .2 Vre - 7s5 - g.36 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION f' ` 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. 9 ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection►, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project: 0 6 / i 1—y-q il Type of Inspection LA , l Address: 1 2.0 l I - f e -S6 / to Ca led: Special Instructions: Date Wanted: a.m Requester: Phone 1,49‘ nq4 INSPECTION RECORD Retain a copy with permit , 1)7 PERMIT NO. INSPECTION O. CITY OF tuKwILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: P Inspec (Date: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 7.paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Type of Inspection: ,y1��� 6 ' V J!J // Ad4- 74 :4{J ����J ` 9/ O 1 — l a c jj, f -bit.'" ( — A I t �' Al `r I {-i (, 2 '^ 0 `1 I , --/-- M-'1 Special Instructions: u--( ? L \ `' Ai c (i p.m. Requester: ' A-4 A 2_ M.a r P 5c, ; -s / I A k �T r0 14 R) s • 4 Project: /� /�� pi 5a v �4a 'T, Type of Inspection: ,y1��� 6 ' V J!J // Ad4- 74 :4{J ����J ` 9/ /2 D < -/ ,/yPL Date Called: Special Instructions: Date Wanted:._ ._. - 0 5 p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPEeTI NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. ,L�QU -v, Corrections required prior to approval. $60.00 REINSPECTION FEE REQ IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspect Date: 2 G Receipt No.: 'Date: Pro je t: AT� ✓l !/� h�/�/Xj,v Type of Ipection: \ 1 /— cad- >/:v v Address: /2/ I /4/ / .$ Date Called: Special Instructions: / Date W -"y ^ a. ii p.m. Requester: Phone No: 4.2.. - 7f - 3.532 INSPECTION RECORD Retain a copy with permit U - INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION { �J� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 36 0 Approved per applicable codes. 12 Corrections required prior to approval. COMMENTS: e 1J iMkke Inspect Date: 2, _ 4 1 ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: Type of Inspection: Poor 1 111 c '_) k9t r R Date Called: A T v NCI A - i ( Special Instructions: Date Wanted: .2 --(-7 g Requester: , eki Are Aal ( �_. i& e_ 1e re - A' per . (5 l 4r 12_e-:_s p ,'iN .\ I Project: rYlirrE UCSO AbbridO Type of Inspection: Poor 1 111 c Address: I2D ! 1-11/ PLC Date Called: Special Instructions: Date Wanted: .2 --(-7 g Requester: Phone N : 20 q —g53 I INSPECTION RECORD Retain a copy with permit D 8 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. ❑ $60.00 REINSPECTION FEE REQUI ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: Ite -07 Receipt No.: IDate: COMMENTS: �+ /I (D rrt ci l -o r Luc. c 1404- oki - !-,1%-1-e - n, ouer- sp k.e w r-tqr. I.1( Ale- el 00e. . Cori 54-rmcfro n has aIread./ becd.ton Date C$IledI 2. J DI Special Inst uctio'hs • Date Wanted: "2. -,-_ 1 O • 4/E• .:a!FL Re (di rI Project: i vt e� *- � C ./ �7a�1 Type of Inspection: bo - 1 re_ A � dr l ess U : f J . 11 - tom 4� Date C$IledI 2. J DI Special Inst uctio'hs • Date Wanted: "2. -,-_ 1 O m. Re (di rI hone N6' D Approved per applicable codes. INSPECTION RECORD Retain a copy with permit lU 3 4 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Inspector: t75 !Date: / 13 / 1 El $60.00 REINSPECTION FEE REQUIRED' Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: 7 .r> - _±z.r,, ' 4:. .._a ;i. h+. -h ,■••„fi:f• 06/20/09 Engineered by: George Gergis, P.E. Client: Royal Residential Design, PLLC Tukwila, WA Project : One story covered porch arklition To existing SFR Owner: iviatevosov Aram Plans and design by: Royal Residential Design Site address: 12091 44 Place South Tukwila, WA 98178 Code: IBC 2006 Roof DI .: l 5psf ; I J ,:25psf Floor: DL:12psf, LL:40psf Seismic; Zone 3 s3r:�a. Qc , aaiu. i1� 113P11, ...3Y L. Soils: Type D .lty U1 1 UIS vv l a GEORGE GERGIS, P. E. CIVIL- STRUCTURAL- GEOTECHNICAL 12701 111th Ave E Puyallup, Wa 98374 (253) 840 -3394$ hN • le t0 STRUCTURAL CALCULATIONS For MATEVOSOV COVERED PORCH Note: l - These calculations are limited to the gravity and lateral design of the one story Covered porch. Addition to existing F R. ' 2- They are not valid without an original wet stamp. 3- Ce., TA-1 rL.,,;,; -f for ;lo.-r;l CORREqTION LTR# REVISION NOW DOB-. 338 �� �E IEWED FOR COMPLIANCE AP ROVED JUL 0 6 2009 ,. °f Tukwila G ilt F. RECEIVED JUN 2 4 2009 . PERMIT CENTEF, I ►'b� cC� �-- (WA ro its \h"i 3'FR Mk\ -t.voSb4 A - ao \ 44\ E\` 33t431-101 t s n c o s 1- pf QN.X gt � VL \e v " o So A capon 1 L (q) D0C' 106 c_ c - F(p' (e015, M O voSoJ f),, 2 • - . 1 •- / 9k „a, l&oi(y1'r° A0--sonrY' '1 toe93 Z►�o _ c 1 o) xo ', , I� z O.N Kok ) . 0 V^ V- 6.61V UQ JQkV t "cr DA, 0 t' s) x k U Q S' Oco t D W \P -I r viV5 V 6 h .� ,8 )(ow J - al 9 ^8 x o fr z ‘ 4 , 67 a i7 c_9 1 -v °ao cc) ox 0 4d T 7 N'AL. ANA g To a\A cc Si \rcc\ A- c � o � � (sVCL IMP oAcV6SO\ � E fo uf4 ,. • Mp. \% Vo a AAA, H A v/ dixf7; (91 7_51 .as - 'x n , 4 1!' 0 .cqi /tom V d < a4� \ E a -r-v \ C6 i x l6 x 0 , 1 \ F Ro,yu� S6 G\,cv,, 1 L c`-1 4 ,v d s -ov A r c% Ovu kb (o RescL t- (---(eAQ_vos-ov (uk■,," td\ c i 3 '6 it cg� 0 • )/1 e ANA ax, IV t.aCh cc (3-tet, 3k k 6V 13o% 4;1CHF∎ d _ j3rae, 3 / 3" -09e- 1DIsl ∎e<- 14" —rte_ I , o � ^ "� 0.� ' , Afrn I V a- 1'1 cl. 1 ( ev oSav /n d,Ct{ bon uG 1‘01.0)( C Ern bZa 1a" l�Po� rto . (7 4 c V /1 Ao 101 6`0 cYl ask r. RECEIVED CITY OF TUKWILA NOV 12 2008 PERMIT CENTER ENGINEERING Mfg UM NM NW LATERAL & GRAVITY CALCULATIONS FOR: Matevosov Residence Additions 12091 44 PL. S Tukwila, WA 98178 PREPARED FOR: Royal Residential Designs, L.L.C. 1071 Andover Park East Tukwila, WA 98188 EXPIRES JANUARY 21, 2010 April 15, 2008 Job no. 03708 9124 Gravelly Lake Dr. SW, Suite 102, Lakewood, WA 98499 PO Box 39681, Lakewood, WA 98439 (253) 581 -3380 phone * (253) 582 -0459 fax * nnengineerinq aC ..comcast.net e-mail RECEIVED NOV 13 2008 PUBLIC WORKS CORRECTION LTR# po% 3g NN Engineering, P.S. 9124 Gravelly Lake Dr. SW, Suite. 102 Lakewood, WA 98499 I. SEISMIC Lateral Analysis shall be based on 2006 "International Building Code" (IBC), Section 1615 thru 1623 and SEI /ASC 7 -05 "Minimum Design Loads for Buildings and Other Structures ", Section 9.0. 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: S1 := 0.50 Site Coefficient (1615 -1, 1615 -2) SMS := F Ss SM1 := F -Si Spectral Response Parameters Design Coefficient (1617.6.2): &:= 6.5 no := 3 Earthquake Loads (1617) E:= P•QE +0.20•SDS•D E' := P — 0.2•SDS•D E := Sa o •QE + 0.2 -SDS•D E' o QE — 0.2•SDS•D Load Combination 16 - 18 0.9D + 1.4 Seismic Base Shear (1617.5.1) 1.2•SDS V:— W R SMS = 1.25 SMI = 0.75 (16 -50) (16 -51) (16 -52) (16 -53) (16 -56) Matevosov Residence F := 1.0 F, := 1.5 SDS := 3 SMS SDS = 0.83 SDI := 3 SM1 Sm = 0.5 Cd := 2 Page 1 4/15/2008 03708.mcd Sheet 1 of 12 NN Engineering, P.S. 9124 Gravelly Lake Dr. SW, Suite. 102 Lakewood, WA 98499 A. Determine Dead Loads (D): Uniform Dead Loads (psf): fr := 15psf Pte := Opsf Pti Opsf p := 7psf Framing Dead Load Concrete Topping (Floors) Roof Tile Wall Total Floor Dead Load (D): Df := fr + Pto Total Roof Dead Load (D): D := fr + Pti B. Determine Seismic Weight (W): Overall Building Dimensions : h1 := 811 w := 26.25ft I := 56ft Total Floor /Roof Areas (ft AR:= L1•L2 Height of First Floor Walls Average width of roof Average length of roof TOTAL WEIGHTS - ROOF DIAPH. + (1/2) WALLS : W := AR•D + [5•h1•(l + w W = 26.66k TOTAL WEIGHTS - ROOF + FLOOR + WALLS W := W W = 26.66k C. Determine Seismic Base Shear (1617.5.1): Matevosov Residence Df = 15 psf D = 15 psf AR = 1470 ft Roof 1.2. Sips Vmax := W V = 4.1 k (16 -56) R Page 2 Exterior Wall Dimensions (ft): L1 := 26.25ft L8 := 27ft L2:= 56ft L9:= 7ft L3 := 36ft L10 := 22ft L4:= 20.7ft L11 := 17ft L5 := 29ft L12 := 13ft L6:= 30.7ft L13 := 1711 L7:= 27ft L14:= 13ft 4/15/2008 03708. mcd Sheet 2 of 12 NN Engineering, P.S. 9124 Gravelly Lake Dr. SW, Suite. 102 Lakewood, WA 98499 D. Vertical Distribution of Lateral Forces (1617.5.2) Fx := 1.2 SDS NN • R WALL A Erlong w7 I Longitudinal Direction 1.2- Sim Frlong R Wr Fr long = 4.1 k Lateral Direction 1.2• SDS Frlat = R Wr w5' := Frlong Wr E. Determine Building Redundancy (1617.2.11 p La := 12ft Va :_ (L3•.5)•w7' SUMMARY r max : rmax.2 = 0.27 P2 := 2 F. Calculate Earthquake Forces (1617.1.1.1 and 1605.3.2, eq. 16 - 18) P2'QE Erlong 1.4 + Ok Erlat QE + Ok E 2.93 k Base Shear Lateral 1.4 rlat rlat = Vrlong Erlong Vrlong = 2.93 k Shear Longitudinal Vrlat Erlong Uniform Loads to Roof /Floor Diaphragm (seismic) (Adjusted to working stress level) Erlong w5 := w5 = 111.59 plf Wr w7 = 52.31 plf w5' = 156.23 plf we := Oplf 20ft rmax.2' NIATZ w6 := Oplf w8 := Oplf Matevosov Residence Va = 1318.15 lb r :– P2 = 0.053 Erlong = 2.93 k Vrlat = 2.93 k Page 3 Frlat = w7' Frlat := — I = w7' = 73.23 plf w8' := Oplf Va (— lOftl La J Frlong Shear Lateral r = 0.27 Base Shear Longitudnal 4/15/2008 03708. mcd Sheet 3 of 12 (16 -57) NN Engineering, P.S. 9124 Gravelly Lake Dr. SW, Suite. 102 Lakewood, WA 98499 II. Wind - Method 1 (6.4) Ps := X.K (6 -1) Lateral Analysis shall be based on 2006 "International Building Code" (IBC), Section 1609 and SEI /ASC 7 -05 "Minimum Design Loads for Buildings and Other Structures ", Section 6.0. A. Design Criteria: PS30.A 15.9psf PS30.B 4 • 2 Psf PS30.0 10.6psf PS30.D = 2.3psf PS30.E —13.8psf PS30.F —9.6psf PS30.G 9.6psf PS30.H 7.3psf PS30.Eoh —19.3psf PS30.Goh 15.1psf Height Above Ground (ft.) x 0' to 15' A15 := 1.00 15' to 20' 20' to 25' 25' to 30' 30' to 35' 35' to 40' '20 1.00 X25 1.00 X30 1.00 X35 := 1.05 X40 1.09 85 mph Exposure B Design Wind Pressures (Ref. ASCE 7 -02, Figure 6 -2) Horizontal Pressure Horizontal Pressure Horizontal Pressure Horizontal Pressure Vertical Pressure Vertical Pressure Vertical Pressure Vertical Pressure Vertical Pressure Vertical Pressure Matevosov Residence Occupancy Category: II I := 1.0 20 Roof Pitch (max.) End Zone of Wall End Zone of Roof Interior Zone of Wall Interior Zone of Roof End Zone Windward Roof End Zone Leeward Roof Interior Zone Windward Roof Interior Zone Leeward Roof Overhang © End Zone Windward Roof Overhang © Interior Zone Windward Roof Page 4 4/15/2008 03708. mcd Sheet 4 of 12 K := 1.67 NN Engineering, P.S. 9124 Gravelly Lake Dr. SW, Suite. 102 Lakewood, WA 98499 A. DETERMINE BASE FORCES Height Above Ground (ft.) 0' to 15' 15' to 20' 20' to 25' 25' to 30' 30' to 35' 35' to 40' Height Above Ground (ft.) 0' to 15' 15' to 20' 20' to 25' 25' to 30' 30' to 35' 35' to 40' Wind Pressure (Horiz.) (Wall End) PIA := X15'Kzt•I•pS30.A PIA = 26.55psf P2A := X20 . I . PS30.A P2A = 26.55 psf P3A:= A.25•Kzt•I•pS30.A P3A = 26.55 psf P4A:= 7630'Kzt'I'PS30.A P4A = 26.55 psf MA := X354(zt•I•PS30.A P5A = 27.88 psf P6A:= A.40-Kzt'I'PS30.A P6A = 28.94psf Wind Pressure (Vert.) PIE := A• 15 PIE = - 23.05psf P2E :_ X20 P2g = -23.05 psf ME :_ X25 P3E = -23.05 psf P4E := A• 30'Kzt'I'PS30.E P4E = -23.05 psf P5E:= 1354(zt•I•pS30.E P5E _ -24.2 psf P6E := ?40'Kzt NE = -25.12 psf Matevosov Residence Ps :_ X.Kzt'I'PS30 (6 -1) Wind Pressure (Horiz.) (Roof End) P1B :_ X15•Kzt'FPS30.B P1g= 7.01psf P2 :_ X20'KzrI'PS30.B P2g = 7.01 psf P3B = X25'Kzt P3g = 7.01 psf P4B := A.30'Kzt•I'PS30.B P49 = 7.01 psf MB := X35'Kzt'FPS30.B P5g = 7.36 psf P6B := A• 40'Kzt'I'PS30.B P6g = 7.65 psf Wind Pressure (Vert.) P 1 :_ X154(zt'I'PS30.F PIE = - 16.03psf P2F := X20 P2F = -16.03 psf P3F :_ 21, 25'Kzt'I'PS30.F P3F = -16.03 psf P4F := A.30'1Czt'I'PS30.F P4F = -16.03 psf P5F = X35 P5F = -16.83 psf P6F := A.40 . I'PS30.F P6F = - 17.47psf Page 5 Wind Pressure (Horiz.) (Wall Interior) Plc := X 15- Kzt- I.PS30.0 P1C = 17.7psf Pk := A.20 Kzt'I'PS30.0 Pk = 17.7 psf P3C := A• 25'Kzt'I'PS30.0 P3C = 17.7 psf P4C := X30'Kzt'I•PS30.0 P4C = 17.7 psf P5C := X354Czt'I'PS30.0 P5C = 18.59 psf Pk := X40 P6C = 19.3 psf P := X15 P10 = - 16.03psf P2G:= A,20- Kzt•I•pS30.G P2G = -16.03 psf MG :_ A•25•Kzt•I•PS30.G P3G = -16.03 psf P4G := X30•Kzt.I'PS30.G P4G = -16.03 psf P X35 P5G = -16.83 psf P6G := A,40•Kzt I•PS30.G P6G = - 17.47psf 4/15/2008 03708. mcd Sheet 5 of 12 Wind Pressure (Horiz.) (Roof Interior) P1D := A.15•KzrI•pS30.D P1D = 3.84psf P2D = X20'Kzt P2D = 3.84 psf P3D :_ X25'Kzt P3D = 3.84 psf P4D := A. 30•Kzt•I•PS30.D P4D = 3.84 psf P5D := X35'Kzt'I'PS30.D P5D = 4.03 psf ND := X40•Kzt•I•PS30.D P6D = 4.19 psf Wind Pressure (Vert..) Wind Pressure (Vert.) PIH = X15'Kzt'I'PS30.H P1H = - 12.19psf P2 := A• 20'Kzt'I'PS30.H P2 = - 12.19psf P3H :_ '25'Kzt'I'PS30.H P3H = - 12.19psf P4H := X30'Kzt'I'PS30.H P4H = - 12.19psf P5H := A, 35'Kzt'I'PS30.H P5H = -12.8 psf P6g := X40'Kzt'I'PS30.H NH = - 13.29psf NN Engineering, P.S. 9124 Gravelly Lake Dr. SW, Suite. 102 Lakewood, WA 98499 Height Above Wind Pressure (Vert.) Ground (ft.) (Overhangs) 0' to 15' 15' to 20' 20' to 25' 25' to 30' 30' to 35' 35' to 40' Components and Cladding (6.4.2.2) Wind Pressure (Vert.) Roof 27 - zone 1 -3 10sf Plnet1 X15-K Plnetl = 12.52psf P X20-K I.7.5psf P = 12.52psf P := ? 25 I P = 12.52psf P .30 •I.7.5psf = 12.52psf P PS net 1 X35- Kzt - I.7.5psf P = 13.15psf P := ?40 .I.7.5psf P = 13.65 psf P X15 PIEoh = -32.23 psf P = X20'KzvI'PS30.Eoh P = -32.23 psf P X25'Kzt'I'PS30.Eoh P = -32.23 psf P = X30'Kzt'I'PS30.Eoh P = -32.23 psf P X35'Kzt'I PS30.Eoh P5E = - 33.84psf P X40'Kzt'I'PS30.Eoh P = -35.13 psf Wind Pressure (Vert.) Roof 27° - zone 1 10sf Pi X15-K 11.9psf Plnetu = - 19.87psf P =_ ?•20'K71•I - 11.9psf P = -19.87psf P X25 •I•- 11.9psf P = - 19.87psf P X30-K 11.9psf P4netu = -19.87 psf PSnetu 35 •I•- 11.9psf PSnetu = -20.87 psf P ?40-K2•I•- 11.9psf P6netu = -21.66 psf Matevosov Residence Wind Pressure (Vert.) (Overhangs) P XI5 Kzt'I'PS30.Goh P = - 25.22psf P X20'Kzt'I1PS30.Goh P = -25.22 psf P = X25 P = -25.22 psf P X30'Kzt'I'PS30.Goh P = -25.22 psf P X35'Kzt'I'PS30.Goh P = - 26.48psf P = X40'KzrI'PS30.Goh P = -27.49 psf Pnet X'Kzt'I'Pnet30 (6 - Wind Pressure (Vert.) Wall 27 - zone 4 -5 10sf Plnet4 X15 •I.13psf Plnet4 = 21.71 psf P X•20'Kzt'L P = 21.71 psf P A•25 P = 21.71 psf P X30'K7•F P = 21.71 psf P X35-K2•I.13psf P = 22.8 psf P X40 •I.13psf P = 23.66 psf Page 6 Wind Pressure (Vert.) Wall 27 - zone 5 10sf P 15'K I - 17.4psf -29.06 psf P l netw = P X20-K 17.4psf P = -29.06 psf P3netw := X25-K •I•- 17.4psf P3netw = -29.06 psf P X30-K 17.4psf P4netw = -29.06 psf PSnetw = X35'Kzt•I• 17 . 4 psf PSnetw = -30.51 psf P A•40'K1•I-- 17.4psf P = -31.67 psf 4/15/2008 03708. mcd Sheet 6 of 12 NN Engineering, P.S. 9124 Gravelly Lake Dr. SW, Suite. 102 Lakewood, WA 98499 Determine Uniform Wind Loads: w1:= P1C•2ft + P2C•5ft + P3c.lft w2 := Plc -8.5ft w3 := P1C•2ft + P2C•5ft + P3c.5ft w4 := P1c• 10.5ft + P2C•5ft + P3C• 1ft Wla w3 Wlong == wl Vwlong Wlong'wr Vwlat := wlat'Ir C. STORY SHEAR -WIND LONGITUDINAL DIRECTION Vr.long.wind := WI •w r V2.1ong.wind Vr.long.wind LATERAL DIRECTION Vr.lat.wind w3 • I V2.lat.wind Vr.lat.wind Flat = 212.42 plf Wlong = 141.62 plf Vwlong = 3.72 k Vwlat = 11.9 k Matevosov Residence wl = 141.62 plf w2 = 150.47p1f w3 = 212.42 plf w4 = 292.08 plf Vr.long.wind = 3.72 k V2.1ong.wind = 3.72 k Vr.lat.wind = 11.9 k V2.lat.wind = 11.9 k Page 7 Uniform Load Wind (Roof Diaph. Longit.) Uniform Load Wind (Roof Diaph. Lat.) Uniform Load Wind (Roof Diaph. Lat.) TOTAL WIND LOAD PER LIN FT. OF BLDG. WIND BASE SHEAR - LATERAL DIRECTION 4/15/2008 03708. mcd Sheet 7 of 12 WIND BASE SHEAR - LONGITUDINAL DIRECTION NN Engineering, P.S. 9124 Gravelly Lake Dr. SW, Suite. 102 Lakewood, WA 98499 I11. SUMMARY OF STORY SHEARS Vx : ROOF V rlong = 2.93 k Vrlat = 2.93 k Vr.lo = 3.72 k Vr . la t.wind = 11.9 k (Controlling uniform Toad /shears) LONGITUDINAL LATERAL ROOF Vr.long = "wl wind" Vr.lat = "w3 wind" A. SUMMARY UNIFORM LOADS: wl = 141.62 plf w2 = 150.47 plf w3 = 212.42 plf w4 = 292.08 plf w5 = 111.59 plf w6 = 0 plf w7 = 52.31 plf w8 = 0 plf IV. SHEAR ON SHEAR WALLS 1ST FLOOR Wall A (SEISMIC): La = 12 ft w3.(L3..5) va La va = 319 plf SEISMIC WIND LONGITUDINAL LATERAL LONGITUDINAL LATERAL WIND (Roof Diaph. Longit.) WIND (2nd Flr. Diaph.Longit./Lat.) WIND (Roof Diaph. Lat.) WIND (Roof Diaph.) SEISMIC (Roof Diaph. Longit.) SEISMIC (2nd Fir. Diaph.Longit.) SEISMIC (Roof Diaph. Lat.) SEISMIC (2nd Flr. Diaph.Lat.) Matevosov Residence V. SHEAR WALL STRENGTH A. OVERTURNING MOMENT ON WALLS 1st Floor Walls HW := h1 Wall Length Overturning Moments A Lal := 5.5ft OTMa1 := va•Lal•HW OTMa1 = 14019.981bft Page 8 4/15/2008 03708. mcd Sheet 8 of 12 NN Engineering, P.S. 9124 Gravelly Lake Dr. SW, Suite. 102 Lakewood, WA 98499 Al B. SHEAR WALL DEAD LOAD RESISTING MOMENT 1st Floor Shear Walls = h Shear Wall Al Roof / Floor Weights l DLRFa1 := 3•ft•I 3 •Dfl•La1 DLRFa1 = 1651b Dead Load on Shear Wall C. HOLDOWN FORCES ON WALLS OTMa l - DLRMa1 HDFa1 Lal D. ALLOWABLE ANCHOR BOLT SPACING Table 8.2E (1997 NDS) 5/8 " DIA. Anchor Bolt w/ 1 1/2" Side Member (Hem - Fir) ZB := 8301b.1.33 ZB — = 275.98 plf 411 ZB = 1103.91b Allow Shear /ft for 4' max spacing E. SHEAR STRESS AROUND OPENINGS: WALL SHEAR STRESS A va• La vai La -0•ft VII. SHEAR WALL SUMMARY Mk Wall Shear Type Stress A 1 vai = 318.64 plf vai = 318.64p1f Matevosov Residence Wall Weights DLWLal := HW•p Lal DLWLal = 308 Ib Anchor bolt Holdown Spacing Force Dead Load Resisting Moment DLa1 := DLWLa1 + DLRFal DLa1 = 4731b DLRMa1 := DLa1•Lal•.5 DLRMa1 = 1300.75 lb ft HDFa1 = 2312.591b Allow. Load on 5/8" Dia. Bolt in shear 1ft spacing. A.B. SPACING ZB s := — vai Page 9 Pte:= (vai - va).0 -ft HORIZ. STRAP FORCE Pa = 0 lb Edge Holdown Nailing Type. s = 41.57 in HDFaI = 2.31 k 8d @ 4" o.c. STHD14RJ 4/15/2008 03708. mcd Sheet 9 of 12 NN Engineering, P.S. 9124 Gravelly Lake Dr. SW, Suite. 102 Lakewood, WA 98499 III. Gravity Analysis Gravity Analysis shall be based on 2006 "International Building Code" (IBC), Section 1604 thru 1608 and SEI /ASC 7 -05 "Minimum Design Loads for Buildings and Other Structures ", Section 3.0 -5.0. Design Criteria: A. Determine Dead Loads U (1606): Uniform Dead Loads (psf): fv := 15psf Pto = 0 psf = Opsf 44 7psf B. Determine Live Loads () (1607): Uniform Live Loads (psf) (Table 1607.1): llf := 40psf lld := 60psf Il := 100psf ll := 55psf ll := 30001b pf 0.7•C Fp Ps Cs'P'f Il = 25 psf Total Floor Live Load ( f): Total Roof Live Load (L ): Total Floor Load ( TLf): Total Roof Load ( TL ): Matevosov Residence Framing Dead Load (or actual) Concrete Topping (Floors) Roof Tile Wall Total Floor Dead Load (Df) ::= fr + pto Total Roof Dead Load ( D a fr + p Lf:= llf TLf:= Df+ Lf Page 10 thk = 0 in Df= 15psf D = 15 psf Floor Live Load Deck Live Load Assembly Areas Garage - Residential Garage Concentated Load Flat Roof Snow Load (ASCE Eqn. 7 -1) C := 1.2 C := 1.1 11= 1.0 p := 20psf P'f if(Pf < p 25psf , Pf) P'f = 25 psf min. Sloped Roof Snow Load (ASCE Eqn. 7 - 2) C := 1.0 p = 25 psf Roof Live Load (minimum ground snow Toad: pf = 20 psf @ 700 ft.) Lf = 40 psf L := lI L = 25 psf TLf = 55 psf TL := D + L TL = 40 psf 4/15/2008 03708. mcd Sheet 10 of 12 NN Engineering, P.S. 9124 Gravelly Lake Dr. SW, Suite. 102 Lakewood, WA 98499 6x8 Sawn Beam - B1 L := 4-ft D = 15 psf L = 25 psf TL = 40 psf t := 13ft w := TLr t w•L Mmax := 8 Allowable Stresses (adjusted) DF #2 N = TL•t w _ w- L A 8 w = 520 plf M max = 1040ftlb w = 500 plf Mmax = 1000 ft lb Matevosov Residence wDL = Dr'tw '_ `"'• — 2 t := 5.5in h := 7.25in Fb := 875-psi F4 := 95-psi E' := 1700000-psi CD := 1.15 CF := 1.2 CM: =1 n�n1J =1 wDL = 195 plf F'b := Fb•CD•CM•CrCF F'b = 1208 psi Cg := 1 _ L F' F •C C C •C F' 109 psi TL 240 v•= v D' M' t K v= P S req := F b S req = 10.34 in < S = 48 in OK Sreq — 21.45% S Areq := V F 1.5 Areq = 9.97 in < A = 40 in OK Areq — 24.99% v A 4 Ireq :— 5 w L Ireq = 8.81 in < I = 175 in OK Ireq = 5.04 384•E'•AT-L 4x10 Sawn Beam - B2 I 4.ft A t,;= 3.5in h:= 9.25in D 15psf L =25psf TL =40psf = 12.5ft w := Drt WDL = 188 plf V := w• C — h I Vmax = 614.581b Rmax = 10001b Allowable Stresses (adjusted) DF #2 F,:= 875-psi ,:= 95-psi Ems:= 1700000-psi = 1.15 = 1.2 ,:= F F'b = 1208 psi ,y, = 1 ;= 1 = 1 _ L ' :_ F F' = 109 psi n n 240 M max Ste= F b S req = 9.94 in < S = 50 in OK Sreq _ 19.91 S Arevci_ V F' 1.5 Areq = 8.44 in < A = 32 in OK Areq — 26.06 v A 4 I — 5 w L I 8.47 in < I = 231 in OK Ireq ' '' 384 E' A 1 L req = — T = 3.67% Page 11 4/15/2008 03708. mcd Sheet 11 of 12 Vmax = 725.83 lb Rmax = 10401b NN Engineering, P.S. 9124 Gravelly Lake Dr. SW, Suite. 102 Lakewood, WA 98499 4x10 Sawn Beam - B3 A Li= 6.3333.ft 1;= 3.5in k:= 9.25in Df = 15 psf Lf = 40 psf TLf = 55 psf TL = 40 psf t 13.5ft (floor) w ivw := TLf t + TLrt w-L NitI 8 Allowable Stresses (adjusted) DF#2 &:= 875-psi k0 95. psi z= 1700000-psi ,:= Fb. CD. CM*Ct' CF F CD• Cm• Cr CH Mmax atehlA • 'b Agoa;_. V F 5. w.L I - 444/1 384.E.Ait I req = 49.93 in w := TLf t w = 73 plf w-L 2 8 Allowable Stresses (adjusted) HF#2 w = 743 plf ATL:= Df t + D twr ( M max = 3722.77 ft lb V .= w. — - h V max = 1778.891b R max = 2351.24 lb 2 Mmax = 1796.67 11 lb F'b = 1050 psi F' = 95 psi S = 42.55 in < S = 50 in Df = 15 psf Lf = 40 psf TLf = 55 psf F Cm• Cr CH F' = 75 psi Matevosov Residence Areq = 28.09 in < A = 32 in OK < I = 231 in 4 OK OPTIONAL 2x10 Joists t 16" o.c. - HF#2 - J2 / 6= 1441 i t , ;= 1.5in 9.25in 850.psi := 75. psi S= 1300000.psi A c A pe 1 Fb-CD-Cm-CfCF-C F`b = 1075 psi ,MV 1 A) Mrmax S req = 20.05 in < S = 21 in OK • - Vmax 1.5 2 2 A req = 9.14 in < A = 14 in OK Fi 5 -w.L I re q = 69.66 in < I = 99 in OK 38 l 16in Do wDL = 20 plf L A y gto , v := w. (— - h V max = 456.81 lb R max = 513.33 lb 2 Page 12 wDL = 203 plf OK Sreq - 85.24% Areq - 86.76% A Ireq = 21.63% 1.1 L - 240 Sreq - 93.74% Areq - 65.85% A Ireq = 70.41% t := Oft (roof) C := 1.15 4/15/2008 03708. mcd Sheet 12 of 12 ( actual A ) i 0 DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS WIN ARCHITECTURAL DRAWINGS. FOUNDATION / MAIN FLOOR FRAMING PLAN REMOVE EXISTING OVER -NANG BALK TO WALL - EXISTING BLOCKING TO REMAN 2X4 OVER -FRAME MUSSES • 24' OL. 1116' PW SNEATNPIG - NAIL 1111 Bd • 6' OL. EDGES AND Sd • Q' OC. INTERMEDIATE FRAMING MEMBERS (TYP) GABLE END TRUSS I I L DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. ROOF FRAMING PLAN n EXISTING MOSES DO NOT REMOVE t �.. COPY ME LATERAL & GRAVITYbAt`C �TI'� �:NS ENG 1 NEERIAM INN - M ION FOR: Matevosov Residence Additions 12091 44 PL Tukwila, WA 98178 PREPARED FOR: Royal Residential Designs, L.L.C. 10.71 Andover Park East Tukwila WA 98188 EXPIRES JANUARY 21. 2010 April 15, 2008 Job no. 03708 ',9124 Gravelly Lake Dr SW, Suite 102 L-alkewood; WA 98499 iP0 Box 39681, Lakewood, WA 98439 . (253) 581 -3380 phone * (253) 58243459 fax `iinenclineerincAcomcast.net e-mail VVCV ot ECOMPLINCt APPRO 1 7 , i JAN 12 2609 CITY OF at A JUN 2 0 2008 PERMIT CENTER NN Engineering, P.S. 9124 Gravelly Lake Dr. SW, Suite. 102 Lakewood, WA 98499 L SEISMIC Lateral Analysis shall be based on 2006 "International Building Code" (IBC), Section 1615 thru 1623 and SEI /ASC 7 -05 "Minimum Design Loads for Buildings and Other Structures ", Section 9.0. Design Criteria: Occupancy Category II - Residential Importance Factor: IE := 1.00 Iw := 1.00 Site Class D Seismic Use Group 1 Seismic Design Category D - Residential Spectral Accelerations for short periods: SS := 1.25 Spectral Accelerations for a 1- second period: S1 := 0.50 Site Coefficient (1615 -1, 1615 -2) SMS := F SM1 := F•Si Spectral Response Parameters Design Coefficient (1617.6.2): A := 6.5 no := 3 Earthquake Loads (1617) E := p•QE + 0.20•SDS•D E' := p•QE — 0.2.SDS•D E := S2 QE + 0.2•SDS•D E'm := SZ O •QE — 0.2•SDS•D Load Combination 16 - 18 0.9D + E 1.4 Seismic Base Shear (1617.5.1) 1.2• SDS V := W R SMS = 1.25 SM 1 = 0.75 (16 -50) (16 -51) (16 -52) (16 -53) (16 -56) Matevosov Residence F := 1.0 F := 1.5 SDS 3 SMS SDS = 0.83 SD1 3 SMI SDI = 0.5 Cd := 2 Page 1 4/15/2008 03708. mcd Sheet 1 of 12 NN Engineering, P.S. 9124 Gravelly Lake Dr. SW, Suite. 102 Lakewood, WA 98499 A. Determine Dead Loads (D): Uniform Dead Loads (psf): fr := 15psf Pto Opsf pti := Opsf p := 7psf Framing Dead Load Concrete Topping (Floors) Roof Tile Wall Total Floor Dead Load (D): Df := fr + Pto Total Roof Dead Load (D): D := fr + p D = 15 psf B. Determine Seismic Weight (VD: Exterior Wall Dimensions (ft): Overall Building Dimensions : L1 := 26.2511 L8 := 27ft h1 := 8ft Height of First Floor Walls L2 := 56ft L9 := 7ft w := 26.25ft Average width of roof L3 := 36ft L10 22ft I := 56ft Average length of roof L4 := 20.7ft L11 := 17ft L5 := 2911 L12 := 1311 L6:= 30.7ft L13 := 17ft L7:= 27ft L14:= 13ft Total Floor /Roof Areas (ft AR:= L1•L2 TOTAL WEIGHTS - ROOF DIAPH. + (1/2) WALLS : W := AR•D + [.5•hl•(I + w W = 26.66k TOTAL WEIGHTS - ROOF + FLOOR + WALLS W := W W = 26.66k C. Determine Seismic Base Shear (1617.5.1): Matevosov Residence Df= 15psf AR = 1470 ft Roof 1.2•SDS Vmax := W Vmax = 4.1 k (16 -56) R Page 2 4/15/2008 03708.mcd Sheet 2 of 12 NN Engineering, P.S. 9124 Gravelly Lake Dr. SW, Suite. 102 Lakewood, WA 98499 D. Vertical Distribution of Lateral Forces,J1617.5.2) F WALL A Longitudinal Direction 1.2. SDS Frlong R Wr Frlong = 4.1 k Lateral Direction 1.2•SDS Frlat Wr w5' := Frlong w w5' = 156.23 plf E. Determine Building Redundancy (1617.2.1) p La := 12ft Va := (L3•.5)•w7 SUMMARY r max : rmax.2 = 0.27 P2 := 2 20ft • rmax.2'J F. Calculate Earthquake Forces (1617.1.1.1 and 1605.3.2, eq. 16 - 18) P2' QE Erlong 1.4 + Ok Erlong = 2.93 k P2'QE Erlat 1 4 + Ok Erlat = 2.93 k Vrlong Eriong Vrlong = 2.93 k Vrlat Eriong Uniform Loads to Roof /Floor Diaphragm (seismic) lAdjusted to working stress level) Erlong w5 Wr Erlong w7 :_ I w5 = 111.59 plf w6 := Oplf w7 = 52.31 plf w8 := Oplf Matevosov Residence w6' := Oplf w7' P2 = 0.053 Vrlat = 2.93 k Frlat = 4.1 k Page 3 1.2SDS w R Frlat I Va = 1318.151b r = w7' = 73.23 plf w8' := Oplf lOft Va (— l La /I Frlong Base Shear Lateral Shear Longitudinal Shear Lateral r = 0.27 Base Shear Longitudnal 4/15/2008 03708. mcd Sheet 3 of 12 (16 -57) NN Engineering, P.S. 9124 Gravelly Lake Dr. SW, Suite. 102 Lakewood, WA 98499 11. Wind - Method 1 (6.4) Ps := X•K (6 -1) Lateral Analysis shall be based on 2006 "International Building Code" (IBC), Section 1609 and SEI /ASC 7 -05 "Minimum Design Loads for Buildings and Other Structures ", Section 6.0. A. Design Criteria: Design Wind Pressures (Ref. ASCE 7 -02, Figure 6 -2) 20 Roof Pitch (max.) PS30.A 15.9psf Horizontal Pressure End Zone of Wall PS30.B 4.2psf Horizontal Pressure End Zone of Roof PS30.0 10.6psf Horizontal Pressure Interior Zone of Wall PS30.D 2.3psf Horizontal Pressure Interior Zone of Roof PS30.E - 13.8psf Vertical Pressure End Zone Windward Roof PS30.F 9.6psf Vertical Pressure End Zone Leeward Roof PS30.G - 9.6psf Vertical Pressure Interior Zone Windward Roof PS30.H =_ - 7.3psf Vertical Pressure Interior Zone Leeward Roof PS30.Eoh - 19.3psf Vertical Pressure Overhang @ End Zone Windward Roof PS30.Goh 15.1psf Vertical Pressure Overhang @ Interior Zone Windward Roof Height Above Ground (ft.) 0' to 15' 15' to 20' 20' to 25' 25' to 30' 30' to 35' 35' to 40' X15 := 1.00 X20 1.00 X25 := 1.00 X30 1.00 X35 1.05 X40 1.09 Matevosov Residence 4/15/2008 03708. mcd Sheet 4 of 12 85 mph Exposure B Occupancy Category: II I := 1.0 K := 1.67 Page 4 NN Engineering, P.S. 9124 Gravelly Lake Dr. SW, Suite. 102 Lakewood, WA 98499 A. DETERMINE BASE FORCES p := X.- K (6 -1) Height Above Ground (ft.) 0' to 15' 15' to 20' 20' to 25' 25' to 30' 30' to 35' 35' to 40' Height Above Ground (ft.) 0' to 15' 15' to 20' 20' to 25' 25' to 30' 30' to 35' 35' to 40' Wind Pressure (Horiz.) (Wall End) PIA := 2 ‘15'Kzt'I'PS30.A PIA = 26.55 psf P X20 P2A = 26.55 psf P3A :_ X25'Kzt'I'PS30.A P3A = 26.55 psf P4A := ?30'IKzt•I'PS30.A P4A = 26.55 psf P X35'Kzt'I'PS30.A P5A = 27.88psf P6A := 2 40'IKzt . I'PS30.A P6A = 28.94 psf Wind Pressure (Vert.) PIE :_ X15•I PIE = -23.05 psf P2E = X20'Kzt'I'PS30.E P2E = -23.05 psf P3E :_ X25'I P3E = -23.05 psf P4E := X30'I P4E = -23.05 psf P5E = 2 t35'Itzt'I'PS30.E P5E = -24.2 psf P6E :_ �40'Kzt'I'PS30.E P6E = -25.12 psf Matevosov Residence Wind Pressure (Horiz.) (Roof End) P1B :_ A-15'Itzt'I'PS30.B P1B= 7.01psf P2B :_ '20'I P2B = 7.01 psf P3B :_ X25'I P3B = 7.01 psf P4B :_ X.30'Kzt'I'PS30.B P4B = 7.01 psf P5B :_ X35'Kzt'I'PS30.B P5B = 7.36 psf P6B :_ X40'Kzt'I'PS30.B P6B = 7.65 psf Wind Pressure (Vert.) PIP := '15'I Pip = -16.03 psf P2 := X20'K .I.ps30.F P2 = -16.03 psf P3F :_ X25'Kzt'I'PS30.F P3F = -16.03 psf P4F := X.30'I P4F = -16.03 psf P5F :_ X35'Kzt P5F = -16.83 psf P6F := A.40 P6F = - 17.47psf Page 5 Wind Pressure ( Horiz.) (Wall Interior) P1C :_ X15•Kzt I'PS30.0 P1C = 17.7psf P2C :_ X20'Kzt'I P2C = 17.7 psf P3C :_ X25'Kzt'FPS30.0 P3C = 17.7 psf P4C :_ X30 P4C = 17.7 psf P5C = X35'Itzt'I'PS30.0 P5C = 18.59psf P6C = k40'Kzt'I'PS30.0 P6C = 19.3 psf P X15'K PIG = - 16.03psf P2G :_ X20'Kzt'I'PS30.G P2G = -16.03 psf PG := 2 L25'K { zt'I'PS30.G P3G = -16.03 psf P k30'Kzt'I'PS30.G P4G = -16.03 psf P5G := X35'Itzt P5G = -16.83 psf P6G := A.40 P6G = - 17.47psf 4/15/2008 03708. mcd Sheet 5 of 12 Wind Pressure ( Horiz.) (Roof Interior) P X15'Kzt'I'PS30.D P1D = 3.84psf P2D :_ X20 P2D = 3.84 psf P3D = X25'Kzt'I'PS30.D P3D = 3.84 psf P4D = X30 P4D = 3.84 psf P5D :_ X35'Kzt P5D = 4.03 psf P6D := X40'IKzt'I'PS30.D P6D = 4.19 psf Wind Pressure (Vert..) Wind Pressure (Vert.) P1H :_ '15'Kzt'I'PS30.H P1H = - 12.19psf P2H := ?20'Kzt'I'PS30.H P2H = - 12.19psf P3H :_ X25'K P3H = -12.19 psf P4H :_ X30'Kzt'I'PS30.H P4H = - 12.19psf P := it35'Kzt'I'PS30.H P5H = -12.8 psf P6H :_ X40' P6H = - 13.29psf NN Engineering, P.S. 9124 Gravelly Lake Dr. SW, Suite. 102 Lakewood, WA 98499 Height Above Wind Pressure (Vert.) Ground (ft.) (Overhangs) 0' to 15' 15' to 20' 20' to 25' 25' to 30' 30' to 35' 35' to 40' Components and Cladding (6.4.2.2) Wind Pressure (Vert.) Roof 27° - zone 1 -3 10sf Plnet1 X15'K•I.7.5psf Plnetl = 12.52psf P X20 •I•7.5psf P = 12.52psf P ?25'K •I.7.5psf P = 12.52psf P X30 •I.7.5psf P = 12.52psf P A.35.K P = 13.15psf P X40'K•I.7.5psf P = 13.65 psf PIEoh X.15 P = -32.23psf P A. 20' Kit' I P = -32.23 psf P A.25'Kzt'I'PS30.Eoh P = -32.23 psf P = X30*Kzt'I'PS30.Eoh P = -32.23 psf P = X35*KA'I'PS30.Eoh P = - 33.84psf P = X40'Kzt'I'PS30.Eoh P = -35.13 psf Wind Pressure (Vert.) Roof 27° - zone 1 10sf Plnetu X15-K 11.9psf Plnetu = - 19.87psf P X20 •I•- 11.9psf P2netu = - 19.87psf P ) 25 . K •I•- 11.9psf P = - 19.87psf P X30'K •I•- 11.9psf P4netu = - 19.87psf P X35 •I•- 11.9psf P5netu = - 20.87psf P ?40.Kz•I.- 11.9psf P6netu = -21.66 psf Matevosov Residence Wind Pressure (Vert.) (Overhangs) P X15 P = -25.22psf P X20* Kzt' I' PS30.Goh P = -25.22 psf P k25'Kzt'I'PS30.Goh P = - 25.22psf P = A.30'Kzt'I'PS30.Goh P = -25.22 psf P X35 P = -26.48 psf P = A P = -27.49 psf Pnet P net30 (6 - Wind Pressure (Vert,? Wall 27° - zone 4 -5 10sf Plnet4 = X15'K Plnet4 = 21.71 psf P X20'K•I P = 21.71 psf P X25-K .I.13psf P = 21.71 psf P ) 30'K•I .13 psf = 21.71 psf P P X35 •I.13psf P = 22.8 psf P6net4 X40.K2•I.13psf P = 23.66 psf Page 6 Wind Pressure (Vert.) Wall 27° - zone 5 10sf Plnetw .15-Kzt•I•- 17.4psf P 1 netw = -29.06 psf P2netw X20-Kzt•I•- 17.4psf P = -29.06 psf P X25.Kt•I•- 17.4psf P = -29.06 psf P X30.K 17.4psf P = -29.06 psf P5netw X35-Kzt•I.- 17.4psf P = -30.51 psf P X40.K 17.4psf P = -31.67 psf 4/15/2008 03708. mcd Sheet 6 of 12 NN Engineering, P.S. 9124 Gravelly Lake Dr. SW, Suite. 102 Lakewood, WA 98499 Determine Uniform Wind Loads: wl := P1C•2ft + P2C•5ft + P3C• 1 f w2:= PIc.8.5ft w3 := P1 .2ft + P2C•5ft + P3c.5ft w4 := Plc•10.5ft+ P2C•5ft+ P3C•lft Flat w3 Wlong wl Vwlong Wlong'Wr Vwlat w7at'lr C. STORY SHEAR -WIND LONGITUDINAL DIRECTION Vr.long.wind wl'wr V2.1ong.wind Vr.long.wind LATERAL DIRECTION Vr.lat.wind W V2.lat.wind Vr.lat.wind Flat = 212.42 p1f Wlong = 141.62 plf Vwlong = 3.72 k Vwlat = 11.9 k Matevosov Residence wl = 141.62p1f w2 = 150.47 plf w3 = 212.42 plf w4 = 292.08 plf Vr.long.wind = 3.72 k V2.1ong.wind = 3.72 k Vr.lat.wind = 11.9 k V2.1at.wind = 11.9k Page 7 Uniform Load Wind (Roof Diaph. Longit.) Uniform Load Wind (Roof Diaph. Lat.) Uniform Load Wind (Roof Diaph. Lat.) TOTAL WIND LOAD PER LIN FT. OF BLDG. WIND BASE SHEAR - LATERAL DIRECTION 4/15/2008 03708. mcd Sheet 7 of 12 WIND BASE SHEAR - LONGITUDINAL DIRECTION NN Engineering, P.S. 9124 Gravelly Lake Dr. SW, Suite. 102 Lakewood, WA 98499 III. SUMMARY OF STORY SHEARS Vx : ROOF Vrlong = 2.93 k (Controlling uniform Toad /shears) LONGITUDINAL LATERAL ROOF Vr. = "wl wind" Vr.lat = "w3 wind" A. SUMMARY UNIFORM LOADS: wl = 141.62p1f w2 = 150.47 plf w3 = 212.42 plf w4 = 292.08 plf w5 = 111.59 plf w6 = 0 plf w7 = 52.31 plf w8 = 0 plf IV. SHEAR ON SHEAR WALLS 1ST FLOOR Wall A (SEISMIC): La =12ft w3•(L3•.5) va La va = 319 plf SEISMIC WIND LONGITUDINAL LATERAL LONGITUDINAL LATERAL Vrlat = 2.93 k WIND (Roof Diaph. Longit.) WIND (2nd Flr. Diaph.Longit. /Lat.) WIND (Roof Diaph. Lat.) WIND (Roof Diaph.) SEISMIC (Roof Diaph. Longit.) SEISMIC (2nd Flr. Diaph.Longit.) SEISMIC (Roof Diaph. Lat.) SEISMIC (2nd Flr. Diaph.Lat.) Matevosov Residence V. SHEAR WALL STRENGTH A Lal := 5.5ft OTMa1 := va•Lal•HW OTMa1 = 14019.981bft Vr.long.wind = 3.72 k A. OVERTURNING MOMENT ON WALLS 1st Floor Walls HW := hl Wall Length Overturning Moments Page 8 Vr.lat.wind = 11.9 k 4/15/2008 03708.mcd Sheet.8 of 12 NN Engineering, P.S. 9124 Gravelly Lake Dr. SW, Suite. 102 Lakewood, WA 98499 B. SHEAR WALL DEAD LOAD RESISTING MOMENT 1st Floor Shear Walls HW = h1 Shear Wall Al Roof / Floor Weights DLRFa1 := 3 -ft. ( .Df) -La1 3 DLRFal = 1651b Dead Load on Shear Wall C. HOLDOWN FORCES ON WALLS Al OTMa 1 – DLRMa1 HDFa 1 Lal D. ALLOWABLE ANCHOR BOLT SPACING Table 8.2E (1997 NDS) 5/8 " DIA. Anchor Bolt w/ 1 1/2" Side Member (Hem -Fir) ZB := 8301b -1.33 ZB — = 275.98 plf 4ft AIIow Shear /ft for 4' max spacing E. SHEAR STRESS AROUND OPENINGS: WALL SHEAR STRESS A val va La val = 318.64p1f La – 0•ft VII. SHEAR WALL SUMMARY Matevosov Residence Wall Weights DLWLal := HW -p La1 DLWLa1 = 308 lb A.B. SPACING ZB sal := — val Page 9 Dead Load Resisting Moment DLa1 := DLWLa1 + DLRFal DLa1 = 4731b DLRMa1 := DLal•Lal•.5 DLRMa1 = 1300.75Ibft HDFa1 = 2312.591b ZB = 1103.9 Ib AIIow. Load on 5/8" Dia. Bolt in shear 1ft spacing. 4/15/2008 03708. mcd Sheet 9 of 12 HORIZ. STRAP FORCE T:_ (vai - va)•0•ft Pa = O lb Mk Wall Shear Anchor bolt Holdown Edge Holdown Type Stress Spacing Force Nailing Type. A 1 val = 318.64p)f s = 41.57in HDFal = 2.31 k 8d @ 4" o.c. STHD14RJ NN Engineering, P.S. 9124 Gravelly Lake Dr. SW, Suite. 102 Lakewood, WA 98499 1I1. Gravity Analysis Gravity Analysis shall be based on 2006 "International Building Code" (IBC), Section 1604 thru 1608 and SEI /ASC 7 -05 "Minimum Design Loads for Buildings and Other Structures ", Section 3.0 -5.0. Design Criteria: A. Determine Dead Loads (D, (1606): Uniform Dead Loads (psf): fr 15psf Framing Dead Load (or actual) Pto = 0 psf A= Opsf , := 7psf Ilf := 40psf lid := 60psf ll := 100psf li := 55psf ll := 30001b pf:= 0.7•C Ps Cs'P'f li = 25 psf Total Floor Live Load (L f): Total Roof Live Load (L ): Total Floor Load ( TLf): Total Roof Load ( TL Matevosov Residence Concrete Topping (Floors) Roof Tile Wall Total Floor Dead Load (Df): := fr + pto Total Roof Dead Load ( D := fr + pti B. Determine Live Loads U (1607): Uniform Live Loads (psf) (Table 1607.1): thk = 0 in Df= 15psf D = 15 psf Floor Live Load Deck Live Load Assembly Areas Garage - Residential Garage Concentated Load Flat Roof Snow Load (ASCE Eqn. 7 -1) C := 1.2 C := 1.1 1= 1.0 p := 20psf p'f := if (pf < p 25psf , pf) p'f = 25 psf min. Sloped Roof Snow Load (ASCE Eqn. 7 -2) C := 1.0 p = 25 psf Roof Live Load (minimum ground snow Toad: p = 20 psf © 700 ft.) Lf llf Lf = 40 psf L := li L = 25 psf TLf:= Df+ Lf TL := Dr + L TL = 40 psf Page 10 TLf = 55 psf 4/15/2008 03708. mcd Sheet 10 of 12 NN Engineering, P.S. 9124 Gravelly Lake Dr. SW, Suite. 102 Lakewood, WA 98499 6x8 Sawn Beam - B1 L := 4•ft D = 15 psf L = 25 psf TL = 40 psf t := 13ft w := TLr t w = 520 plf w•L Mmax := 8 Allowable Stresses (adiusted) DF #2 Fb:= 875•psi g 95-psi E':= 1700000-psi F'b Fb F' := Fv.CD•CM•Ct•CH Mmax S feq _ Fb A req I req H w y := TLr•tw w•L 8 V 1.5 F'v 5-w- L 384•E'•i-FL &Min = M b V • 61n F'v 1 5•w-L 384•E'•�TT Mmax = 1040 ft lb w = 500 plf Mmax = 1000 ft lb F'b = 1208 psi F' = 109 psi S req = 10.34 in < S = 48 i OK Sreq o - 21.45 /o S A req = 9.97 in < A = 40 in OK Areq - 24.99% A I feq = 8.81 in < I = 175 in OK Ireq - _ u — 5.04 /0 I 4x10 Sawn Beam - B2 1.= 441 D = 15 psf L = 25 psf TL = 40 psf Allowable Stresses (adiusted) DF #2 y := 875•psi U:= 95-psi E := 1700000.psi Fes' := Fb•CD•CM•Ct•CF F'b = 1208 psi F CD•CM•Ct•CH F' = 109 psi Matevosov Residence t := 5.5in h := 7.25in w'DL Dr WDL = 195 plf V := w I L - h I V max = 725.831b 2 R max = 10401b J Page 11 CD := 1.15 CM := 1 CH := 1 t.= 3.5in = 12.5ft CF := 1.2 i= 1 L ATL 240 h := 9.25in Arpkv:= Drtw WDL = 188 plf V w I L - h V max = 614.58 lb R max = 10001b 2 = 1.2 ncnti _ L " ": 240 S req = 9.94 in < S = 50 in OK Sreq o - 19.91/0 S A req = 8.44 in < A = 32in 2 OK Areq u - 26.06/0 A I req = 8.47in < I = 231 in OK Ireq = - u 3.67 /0 I 4/15/2008 03708. mcd Sheet 11 of 12 NN Engineering, P.S. 9124 Gravelly Lake Dr. SW, Suite. 102 Lakewood, WA 98499 4x10 Sawn Beam - B3 Df = 15 psf L f = 40 psf NW := TLft + TLr t w•L ' _ 8 Allowable Stresses (adiusted) DF #2 f kb,:= 875•psi := 95•psi Fb•C ,x,:= Fv-CD•CM•Ct•CH G__` — Mmax n7W�n Fib Vmax A rea — Fy 5•w -L 384.E'•A Df = 15 psf w = TL f t w w•L N _ 8 — M max • Fb V 1.5 'QJ;�iI^ F' v 5• w• L ' �' 384•E'•ATL TLf = 55 psf TL = 40 psf w = 743 plf Mmax = 3722.77 ftlb V w•I — h I Vmax = 1778.891b Rmax = 2351.241b ` 2 J S req = 42.55 in < S = 50 in OK A req = 28.09 in I req = 49.93 in OPTIONAL 2x10 Joists t 16" o.c. - HF #2 - J2 Lf = 40psf TLf =55psf w = 73 plf Mmax = 1796.67 ft lb Allowable Stresses (adiusted) HF #2 := 850.psi ,,:= 75.psi � F' := 1300000.psi := Fb•CD•CM•Ct•CF•C F'b= 1075 psi K F CD•CM•Ct•CH F' = 75 psi A req = 9.14 in I re q = 69.66 in F 1700000-psi F'b = 1050 psi F' = 95 psi Matevosov Residence = 6.3333•ft w := Df twf + Dr twr < A = 32 in OK < I = 231 in OK w:= Df tw := w I I' - h 2 V max = 456.81 lb Sr = 20.05 in < S = 21 in OK < A = 14 in OK OK < I= 99 in Page 12 foktA:= 1 i = = 1 = i = = = 3.5in L:= 9.25in t := 13.5ft (floor) = I6in "DL = 203 plf = 1.2 Ls,; = _ 240 Sreq — 85.24% S Areq - 86.76% A If = 21.63% I / 6= 14-ft ,= 1.5in := 9.25in S A Ireq I wDL = 20 plf = 1.1 = 1 _ L "^• 240 Sreq — 93.74 % Areq — 65.85% = 70.41 % C := 1.15 4/15/2008 03708.mcd Sheet 12 of 12 t := Oft (roof) Rmax = 513.33 lb ( actual e ) DO NOT SCALE DR4WINOS. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAW 45. e FOUNDATION / MAIN FLOOR FRAMING PLAN REMOVE EXISTING OVER -HANG BACK TO WALL - EXISTING BLOCKING TO REMAIN 2X4 OVER -FRAME TRUSSES • 24' OL. GABLE END MSS - Lk INF —fT 1/16' FW SHEATHING - NAIL W/ Sd • 6' Of. EWES AND Sd • 4 OC. INTERIEDIATE FRAMING MEMBERS (TIT) l Ipr 4 v 4 DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. ROOF FRAMING PLAN r i EXISTING TRUSSES DO NOT FEMME ARAM MATEVOSOV 12091 44 PL S TUKWILA WA 98178 RE: Permit No. D08 -338 12091 44 PL S TUKW Dear Permit Holder: Sincerely, C Bill Rambo Permit Technician File: Permit File No. D08 -338 City of Tukwila Department of Community Development Thank you for your cooperation in this matter. Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 03/08/2010. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 03/08/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665 ovember 19, 2009 Aram Matevosov 12091 44 Place S Tukwila, WA 98178 RE: Request for Extensions Matevosov Addition —12091 44 PI S Dear Mr. Matevosov, This letter is in response to your written request for an extension to Permit Numbers D08 -338, EL09 -0168, M09 -028, and PG09 -026. The Building Official has reviewed your letter and considered your request to extend the above referenced permits. The determinations have been made as follows: D_08`338: The City of Tukwila Building Division will not be extending this permit due to the fact that an inspection occurred on September 9, 2009, which automatically pushed the expiration date out to March 8, 2010. EL09 -0168: The City of Tukwila Building Division will be extending this permit an additional 180 days, through June 17, 2010, per the Building Official. M09 -028: The City of Tukwila Building Division will be extending this permit an additional 180 days, through May 29, 2010, per the Building Official. PG09 -026: The City of Tukwila Building Division will be extending this permit an additional 180 days, through May 31, 2010, per the Building Official. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, ennlfer Marshall rn{it Technician Sze W:\Permit Center\Extension Letters\Permits\2008\D08 -382 Permit Extension.doc Department of Community Development File: Permit No. D08 -338, EL09 -0168, M09 -028, PG09 -026 Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 . Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 FCE!VED NOV 16 2009 4,, c iEE jll Rambo, I would like to request permit extension as I am afraid we may not complete all the work by December, though I hope we will. Please extend deadlines for the following permits: Thank you for your assistance! Respectfully, Aram Matevosov 12091 44 Place South Tukwila, WA 98178 206 - 768 -8569 POI -DO EL09 -0168 PG09 -026 D08 -338 p,K. dv fria et . I t'6 11 -18 - O1 KO-11k ��hlXt(11 ARAM MATEVOSOV 12091 44 PL S TUKWILA WA 98178 RE: Permit No. D08 - 338 12091 44 PL S TUKW Dear Permit Holder: City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 08/03/2009. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 08/03/2009, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, --CAAP--- Bill Rambo Permit Technician File: Permit File No D08 -338 6300 Southcenter Boulevard. Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 June 12, 2009 Aram Matevosov 12091 44 PI S Tukwila WA 98178 RE: CORRECTION LETTER #1 — Revision #1 Development Application Number D08 -338 Matevosov Addition — 12091 44 PI S Dear Mr. Matevosov, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. The Fire and Planning Departments have no comments at this time. Building Department: Public Works Department: • City of Tu °la Department of Community Development Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D08 -338 W:\Pennit Center\Correction Letters\2008\D08 -338 Corr Ltr #1 - Rev #1.DOC wer Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Jim Haggerton, Mayor Joanna Spencer at 206.431 -2440 if you have questions regarding the attached comments. Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 e Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 Building Division Review Memo Date: May 14, 2009 Project Name: Matevosov Addition Permit #: D08 -338 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide details to show the roof of the deck connecting to the existing roof framing. The new deck roof shall be braced with positive connections with the new roof supported by the exterior walls of the building. In addition, where the new roof is to be supported by the existing roof, show how the concentrated loads of the new roof shall be disbursed evenly over the existing roof. New roof framing shall have positive attachment to the existing roof framing where old roofing shall be removed. Provide complete details identifying all connections, hardware and specifying all structural members. Specify roof sheathing and nail fasteners schedule. 2. In addition to item 1) where the new roof is located over the old roof provide a detail to show how the space above the old roof shall be enclosed and provided with attic access. Provide details to show how the exterior finishes shall be completed to enclose the lower roof or attic area. Indicate the removal of the overhangs of the old roof under the new deck roof. 3. Show details providing lateral seismic bracing for the roof structure. Details shall identify mechanical fasteners for post, beam and roof rafters to resist uplift or wind. 4. Decks or structures supporting a roof, connected to the existing building, shall have post supported by a footing. Pier blocks shown shall not be allowed. Provide a detail to show footings for the new post. Footings shall be a minimum of 12 inches below finish grade with the pad size sufficient to support all structural loads. 5. Identify where stairs from the deck shall be located with dimensioned details of the stairs. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DATE: June 1, 2009 PROJECT: PERMIT NO: D08 - 338 P: joanna/comments 2 D08 -338 PUBLIC WORKS DEPARTMENT COMMENTS Matevosov Addition (Rev #1 After Permit Issued) 12091 44 Place S PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Please revise and clarify your site plan issues per attached mark -up. Infiltration trench needs to be minimum 5 ft away from the edge of the structure. 11 -03 -2008 ARAM MATEVOSOV 12091 44 PL S TUKWILA WA 98178 RE: Permit Application No. D08 -338 1209144 PL S TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 06/20/2008 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 12/17/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 12/17/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, AA56. xc: Ter Marshall it Technician Permit File No. D08 -338 • Cizy of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 e Fax: 206- 431 -3665 August 18, 2008 Aram Matevosov 12091 44 PI S Tukwila WA 98178 RE: CORRECTION LETTER #1 Development Application Number D08 -338 Matevosov Addition — 12091 44 PI S Dear Mr. Matevosov: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning and Public Works Departments. The Building and Fire Departments have no comments at this time. Jaimie Reavis at 206 431 -3659 if you have questions regarding the attached comments. Joanna Spencer at 206 431 -2440 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. Planning Department: Public Works Department: 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, please contact me at (206) 431 -3670. Sincerely, encl fifer Marshall it Technician File No. D08 -338 • City of Tukwila Department of Community Development Jack Pace, Director P:\Pennit Center\Correction Letters V008008-338 Correction Ltr #1.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: APPLICANT: RE: ADDRESS: July 31, 2008 Aram Matevosov D08 -338 6410 S 153' Street PLANNING DIVISION COMMENTS Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Jaimie Reavis is the planner assigned to the file and can be reached at 206 - 431 -3659. 1. You have received preliminary approval to subdivide this property into two Tots according to Tukwila land use file number L07 -073. Please revise the site plan (Sheet 1 of 1) to show the location of the new property line to the west, so that we can verify the proposed addition will meet the required setbacks from the new property line. 2. Please revise the elevations (Sheet A2) to indicate which side of the house each elevation corresponds to (east, west, north, south). 3. The minimum roof pitch for single - family homes is 5:12. The roof pitch for the addition is shown as being 4:12. Please revise the design of the roof as shown in the plans to include a minimum roof pitch of 5:12. 4. Please indicate on plans where parking for at least two cars will be provided. Parking for Single Family Residential Property must be of an "Approved Durable Uniform Surface ", consisting of one of the following types of pavement: 1. Two inches of 5/8 minus compacted rock, provided mud or other fine material do not work their way to the surface of the rock. Alternate sized minus compacted rock may be used upon approval by the City; or 2. Concrete (4" Portland cement concrete) over gravel section as described in Section 8.25.010; or 3. Blacktop (2" asphalt concrete pavement) over gravel section as described in Section 8.25.010; or 4. Any other configuration of materials, approved by the City, that maintains a durable uniform surface. 1 DATE: August 14, 2008 PUBLIC WORKS DEPARTMENT COMMENTS PROJECT: Matevosov Addition 12091 44 Place S PERMIT NO: D08 - 338 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Please revise your site plan per attached mark -up. 2) Please clarify Plumbing Note 2. D. on Sheet Gl. Footing drains usually tie into a storm drainage and not to sanitary sewer system. Please contact the Building Department at (206) 431 -3675 to discuss this issue. P: joanna/comments 1 DO8 -338 ACTIVITY NUMBER: D08 -338 DATE: 06 -24 -09 PROJECT NAME: MATEVOSOV ADDITION SITE ADDRESS: 12091 44 PL S Original Plan Submittal X Response to Correction Letter # 1 X Revision # 1 After Permit Issued Response to Incomplete Letter # DEPARTMENTS: BuWding'Di sion Public Works Complete Comments: Documents/routing slip.doc 2 -28 -02 • PER T GOON C PLAN REVIEW/ROUTING SLIP ot\ Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06-25 -09 Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: n U DATE: Planning Division Permit Coordinator Not Applicable No further Review Required DUE DATE: 07 -23 -09 Not Approved (attach comments) DATE: 1Al n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -338 DATE: 05 -12 -09 PROJECT NAME: MATEVOSOV ADDITION SITE ADDRESS: 12091 44 PL S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: kentA DC' Building Division u Ic Works h, PLAN REVIEW /ROUTING SLIP - Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: • PERMIT COORD COPY • Incomplete DATE: a- A? Planning Division Permit Coordinator DUE DATE: 05-14-09 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required U DUE DATE: 06-11-09 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: - \)-p q Bldg IN Fire ❑ Ping ❑ PW Staff Initials: Documents/routing slip.doc 2 -28 -02 DATE: ACTIVITY NUMBER: D08 - 338 DATE: 11 -12 -08 PROJECT NAME: MATEVOSOV ADDITION SITE ADDRESS: 12091 44 PL S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building Division ❑ Public Work r PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DTTERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 Incomplete El DATE: DATE: Planning Division LAN Permit Coordinator ❑ DUE DATE: 11-13-08 Not Applicable ❑ Permit Center :Use OnIy'.. INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DUE DATE: 12-09-08 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -338 PROJECT NAME: MATEVOSOV ADDITION SITE ADDRESS: 12091 44 PL S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # DATE: 07 -08 -08 Revision # After Permit Issued DEPARTMENTS: U 1 Build' g Ivlslo ,O Public Works Complete Comments: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete El n n DATE: DATE: Permit Center Use Only ,yq 414 CORRECTION LETTER MAILED: v U Departments issued corrections: Bldg ❑ Fire ❑ Ping PW Staff Initials: dj e( 1-142Pla fining ivislon Permit Coordinator DUE DATE: 07 -10 -08 Not Applicable TUES/THURS RO TING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: n DUE DATE: 08 -07 -08 Not Approved (attach comments) Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -338 DATE: 06 -20 -08 PROJECT NAME: MATEVOSOV ADDITION SITE ADDRESS: 12091 44 PL S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: f -. t Bui Public Works Complete n Comments: PLAN REVIEW /ROUTING SLIP PERMIT COORD COPY lb 1 nlot Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Planning Division Permit Coordinator DUE DATE: 06-24-08 Not Applicable C Permit Center Use Only INCOMPLETE LETTER MAILED: (p -24/04 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg [k Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 n No further Review Required DATE: DATE: n DUE DATE: 07-22-08 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS I DS.a - Cr) Summary of Revision: Received by: Summary of Revision: frp p 1nA7 tJ p+" - c d Co U - p Cc Received by: A P.A 14i1 A4TF- V a So REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: RIEVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: 11A Vca oki�1 SITE ADDRESS: \1 -o 1- iN P [ S PERMIT NO: REVISION LOG ORIGINAL ISSUE DATE: DI tV on (please print) (please print) (please print) (please print) (please print) Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Project Name: ❑ Response to Incomplete Letter # Response to Correction Letter # / R Revision # r after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner • City of Tukwila Project Address: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us Plan ChecWPermit Number: Mo A„Idi4;d0 f a PL Contact Person: l''O n (( f 04-51 ( �"1 1 Phone Number: S _ 3 ^ - 7>“ Summary of Revision: C.a r re-�`f 1 s ���1 C o lvvey P/ At f � ti t CIS i �y� C4 A i k AI - TO k hll�ssiiA'1 R4 Ways- 12e. ?or J 1 kti vt lti S'p-e ►� r�•- Sheet Number(s): C - C 44 (a ( op €5 "Cloud" or highlight all areas of revision including to of r Received at the City of Tukwila Permit Center by: ES--- ES--- (0 Entered in Permits Plus on \applications\forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: • Do8 -33�' RECEWal PITY OF TUKWIL/► IJUN 2 4 2009 PERaitr C .N ra ,4 d , sf qh d S e? c41/s6& • 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL 1 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: o/ f a/c2 t3 ❑ Response to Incomplete Letter # ❑ Response to C . rrection Letter # Revision # Project Name: after Permit is Issued Plan Check/Permit Number: Revision requested by a City Building Inspector or Plans Examiner A -f�VOsOV1 fe d I ;/'v Project Address: 7 ©? ( 1/L p 1. Contact Person: /1 (gm PRA --le. V Di Summary of Revision: VI e - 9 'C, i f71 c/t( �' ) Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: EK Entered in Permits Plus on \applications \forms- applications on line \revision submittal Created: 8 -13 -2004 Revised: 1 -2009 6v., 33 Phone Number: ' g �- 30? Roll a- r.Dv -e Led 1 2 1009 PEAMIt cENTCA Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: // /Io? /o�,Q- El Response to Incomulete Letter Response to Correction Letter # on • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Plan Check/Permit Number: p 0 U 3 3 O sued Revision requested by a City Building Inspector or Plans Examiner Project Name: g it vosoy P ideQc 0 Project Address: (209Y / „ `7 I � n / v. � f'1,tK&4 -, , 144 4' (.7' Contact Person: Ref) Wi 11"1 N4€ Vc9$ 0 V Phone Number: 0206 • .76/4' 3g 3 a S mary of Revision: 1 i ' s,e -IL_ -/e p 104.1 avigi S Gt.O 4-- ed -f lvc /o astA D74 ./-tv fn.o P - 1; he. ++ T gt v J. s eJ Lk- e(ev ) Ppv pvt i c e a �ooj r;� I- CBS Pe�,k: ► ' (s f is 74,1F` Gael � e re,,`'ew.•�.I 5 PI /(/o e- . D �.. S � g w �-. ;40 �. 54 Sheet Number(s): "Cloud” or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 11I( 216 \applications\fonns- applications on Iinekevision submittal Created: 8 -13 -2004 Revised: Steven M Mullet, Mayor Steve Lancaster, Director cnv NOV1 ?000 Peimticanu • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0 ?/C 9 Plan Check/Permit Number: D08-33 8 • Response to Incomplete Letter # 1 ❑ Response to Correction Letter # El Revision # _ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: MATEVOSOV ADDITION Project Address: 12091 — 44 Place S Contact Person: Aram Matevosov Phoge Number: Summary of Revision: 54x--6N47 441 9 d14—e- \applications\forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio c- Received at the City of Tukwila Permit Center by: fir Entered in Permits Plus on -00 fiFCEIVED en of TUKW,LA JUL 0 8 2008 '")14:QMIT CENTER • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -367o FAX (206) 431-3665 E -mail: tukplanPci.tukwila.wa.us AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING ) 1411 1 E V O s 1 4 44 - TE V9 S D V , states as follows: [please print name] Owner /Ow er's Agent* Permit Center /Building Division 206 431 -3670 Public Works Department 206 433 -0179 Planning Division 206 431 -3670 PERMIT NO: 901q - 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 It., 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 othey'A se have under state law in any decision to engage an unregistered contractor to perform construction w Signed apd sworn to before me this /GI day of J £/l/(, i , 204. A 9.41 1 NOTARY PUBLIC in and for the State of Washington Residing at q , County Name as commissioned: m G(1``nn l y r ( F: 7 CDC/k- g l My commission expires: l 0 ✓1 ° t( 18.27,090 Exemptions. The registration provisions of this 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.7o 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 divisipn 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 chapter do not apply to: 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 performplumbing work that is incidentally,idirectly, 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 the purpose of these exemptions. SANITARY SEWER MANHOLE SANITARY SEWER STUB STORM DRAIN CATCH BASIN STORM DRAIN EX. CULVERT YARD DRAIN GAS METER POWER METER UTILITY POLE ANCHOR UTILITY POLE EXISTING SIGN MAIL BOX FIRE HYDRANT WATER METER WATER > VALVE . CHAIN ..LINK. FENCE (CLF WOOD FENCE (WDF) WIRE. FENCE ( S F R SINGLE FAMILY RESIDENTIAL EXISTING PAVEMENT EXISTING GRAVEL EXISTING CONCRETE :a • •� ..- .. PROPOSED GRAVEL X� EXISTING STRUCTURE No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal r and may include' additional plan review fees i EXISTING OF 5/8 MINUS COMP TED ROCK TO REMAIN PER CITY F TUKWILA REQUIREMENT 25 LEGAL DESCRIPTIONS: 30 -31 6 HILLMANS MEADOW GARDENS DIV #I PARCEL# 3347401475 LOT COVERAGE 22,900 S.F. (0.53 ACRES) 1,489 EXISTING HOUSE 797 PROPOSED DECK 2,286 TOTAL OWNER: MATEVOSOV ARAM ET & MATEVOSOV MATEVOS FILE COPY Permit No. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Rene p 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 adequac: 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 b y the Public Works utilities inspector. Date: By: k - u 62/01 5 ROYAL RESIDENTIAL DESIGN, PLLC 253- 332 -9765 FAX: 253867 -2771 • royaldesign3almay.cam 1071 ANDOVER PARK E TUKWILA, WA 98188-7615 EVERY EFFORT.HAS BEEN TAKEN TO ENSURE THE ACCURACY OF THESE DRAWINGS, HOWEVER THE CONTRACTOR SHALL CHECK AND VERIFY ALL INFORMATION CONTAINED IN THE DRAWINGS` AND THE SITE CONDITIONS PRIOR TO COMMENCING CONSTRUCTION.THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLEY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT BY THE PERSONS NAMED HEREON. NO OTHER USE , OF THE DRAWING SHALL BE PERMITTED WITHOUT 111E WRITTEN CONSENT OF. ROYAL RESIDENTIAL DESIGN. THIS OFFICE MUSE BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND /OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL FOR COST TO RECTIFY SAME. PROJECT REVISIONS SHEET NO. ...,. #••1111MNa•!wl 110• srgw• 1111•M11MMMMM11 . rMSMMi1rM/ NrtAM/A M i M NMentie •IMMwsRMMAMAMMM1swM4MINOMI•k ..riwrr.ssrsaa.asMSra. sSSsuaa .aartl *aIaass$MMuaaSaaIMM. �•aa ssanaaauseassamsalrsssawas••••e serarmassaisaa ...isaiMa••ss•srsass•••ona masams• a••• sssuissasaasem •••ae11MSS•e•••s•sN i w�rraa��aawariw�s+ �s�arra�a�sa�ra�taa�s�lawsaaaaaw��Mal waaaaaMawsNww� I 1 . - ... _......... -.. ! aiMPPPI!r RI~l MMI IL i I /1 1 AR r1 max ROO,' .01tC4 2 .5 LL i SCALE: 1/4":1 • EXISTING ROOF PROPOSED FRONT ELEVATION (SouT . H EAST) P ! LO YERsPY ALL 0147:11SIONS TO tIATCH eASSTRI4G • i ROOF Prros 1 2 2x$ P.T. aO•ST BUILDING SECTION SCALE I /4' =1 -0' 11# estes#SmQwras*e wax som0s eseeADI**1tNn111rssemossessam Mitesies 1essursl seessammeaas le osomeassomemesseasaaWSas;a elsow. 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W/ SUPSCH /0846 OOLUVN BASE 8. 2( CEOONG SPACED 1/4' APART 9.2 i8 P.T. STS 10. .101ST HANGER 14U$210 11. Zx8 P.T. LEDGER GALVANIZED NM, 16 O.C.' A4 6 GALVANIZED )1' DIA . BOLT 20" 0.C. TO DUSTING RV ,,GIST IN R.00R SYSTEM 12. RAIL 1X4 CEDAR ON TCP OF 1X4 PLATE 13. IX1 ON TOP 2X6 14. 2x2 CEDAR BALLUS'TERS 15. 1X4 eorrom PLATE 16. CEDAR DEO 4G 17. FETAL FLASHING VIM ORIP EDGE 18. SANG NOTE: PLAN 8AU.USTERS TO PREVENT PASSAGE OFA4 REVISION N01 REVIEWED FOR CODE COMPLIANCE APPROVE JUL 0 6 2009 City of Tukwila BUILDING DIVISION , 339 1o'M. stgoonvi. oc9 0r, RLC t ornio(t 2005 C RECEIVE') JUN 2 4 2009 PERMIT CENTEF, 1 ROYAL RESIDENTIAL DESIGN, PLLC 253.332 -9765 CAX:2 31n 477 • 02 0S• 11 2 13 09rdizr tC?1 MOM PM! 1 OW t'f : .T 41*s !A 11 V4C01 TO Vale ¶t aaxaCY OF s sC c 1t4E COO MR SOIL NECK R40 *WY ALL RIFCRUCCII CR1TMC 11 DIE 014 cs, NO TAE SITE 0,0106 r to cow G oo 6T :0ot1.*s CO1r1c 6 CCAltaTED RIO IS TO EIE USED SONY F 0,457841C11044 Cr soma Paf ct or THE PERM 1o1Ea1. NO O MR USE of DE CRAM WO. SE PERIM NOVO TIC TRIM CONSENT CF OWL RESCOr lat. OM& ?4 gax twST 8t; *MO or *r F l OE ESC/ISMS WC* oo1aM1tS SNon ON OC E ,,MACS. itv S.04 Wee= SAL OE RESOLVED 67 tkS On= PooR TO PDXCEOING WM De ccauctot P DIC lKBY FON COST TO ttt:CJY s t PROJECT LO co Q co 0 4 CC J . a.. Q 4 � // 4 4= -J CY• „ < 0 : REVISIONS 1 DATE ISSUED .308 NO. ISSUED FOR PERMIT DECK ADDITION 1 SHEET NO. A2 05106o9 0916 1 PQt\ t Founaal� "Pads To:.:lae. .24X 01.4 L)/ aAi q Eac11 o j a- To 64. Ic\Oo. FTnisk .:._ Graz 3- eoryine:c.\' To pds1 r AB ....___. or O '15 FOUNDATION NOTES 1. All foundation to bear on 1S00psf soils bearing capacity, To be verified by others. 2. See floor plans for precise holdown locations. 3. Concrete 2500psi for structural purposes, U.N.O. Use 3000psi for exposed concrete. 4. Use anchor bolts as per schedule with 2 "x2 "xl /8 "washers. 5. _.S t..H D1.4 • • . Rig 01:0PMGHT Zee 2 4 LEDGER, ?Y1P. 4x8 P.T. SEAM btcd<v)� _ a/ 6 .. d To - lo x eirot AAA biro 1,1t F, 46 d Is cuc , TruSS L r add r . 23e 6 To 6t j.. To Pont Wa tIS GFIJE 4 NO _ 'jS \vrn to r - 3. rttele__. s..re_ct va .'QS . C O - -(9) Up qq rcu c . -45 •.-_r? e-r___ oSt - _ 0k5 O AA J J s j as 3cr I c6c1 n � - (b� A dc\ __.brads:_(..Posl•: / �._ 1 170 t Ain 09 Trt4 -c4 P3b truss ToJ' c'o 2X8 h1ry <2 511 )25 - 77),..gc,, ) eiNth 41111111111111101111101•11000 OUP ONIP MOO ileliwailMOWerawl• •11111111 ONO 41,4 POST. tYli. ROOF NOTES 1. Trusses are pre- manufactured, designed by•others. 2. Connect all trusses to walls or beams with "Simpson" H1 ties, both ends U.N.O. 3. Connect all rafters with H1 to the walls or the beams. 4. All beams connected to posts with PC, CC or as noted. 5. Roof diaphram: 7/16" OSB with 8d at 6 "o.c edges and 12 "o.c field, unblocked, U.N.O. 6. Glue Lam beams are 24F -V4, Fb =2400psi Parallam Beams are 2.0E, PSL, Fb= 2900psi. All others are DF #2 U.N.O. 7. Headers 4 "x10" DF #2, U.N.O. ROYAL RESIDENTIAL DESIGN, PLLC 253-332-9765 FAX 253867 -2771 • royaldesign3@gmaitcom 1071 ANDOVER PARK E TUKWILA, WA 98188 -7615 ENGINEER ALPHA ENGINEERING CIVIL STRUCTURAL GEOTECHNICAL 12701 IIITH AVE E PUYALLUP, WA 98374 253- 840 -3398 1 STAMP SITE ADDRESS 1111. 'Q�.0 a cr• 4 LL' LL < 4 > t7 C' = 0 4 > 4 ...! Lii REVISIONS DATE ISSUED JOB NO. ISSUED FOR PERMIT APPARTMENT CHANGE OF USE SHEET NO. si 06/22/09 0909 ' MARK SHTH'G. / NAILS • TOP/ PLATES / NAILS BOLT/ TOP 7/16" PLYW. W/ Bd 164 @ B" Q.C. W @ 48" Q.C. @ 6" O.C. EDGES A-35 @ 48" O.0 • � j 7/16 PLYW: W/ 8d @40.0 . EDGES 2 -16d @ 8" O.G. A-S5@ 24 O.C. T /2" © 24" 0.0 7 /16 "PLYW. W/ Bd 2 -16d @6 "O.C. ' 2 ° @24 "O.C. @ 3" OC.. EDGES A-35 @ 16" O.C. 2- 7 /16PLYW :W /8D 2- 16d @4 "O.C. . 5 /8 " @2d "0.C. @ 3. O.C. EDGES A-35 10" 5 @10 0.C. �j • 1 /2" PLYVV. W / 104 y @ 3G* .C. EDGES 2 - 1 @ 3" O C. 5 @8 " o.c. 5 . / S" @ 2Q° o. -- 5/8" GVV6 - 2 SIDES 2 -16d .C. 1 /2" @ 24" O.C. 6d @ 4" O.C. ( 1 CKEO•J A-35 @d :4;10°TC°. 2 - W /2" PLYW. W/ 10d 2- l ed @ 2 1 /2" O.C. 5/8" @ 18" O.C. @ 3" O.C. EDGES A-35 @ 6" O.0 IBC 2006 STRUCTURAL NOTES All gravity load resisting and lateral load resisting structural members are shown on the engineering structural pages. The enclosed engineering calculations document the analysis used to determine the structural members of the structural pages. The engineering calculations are not required to be referenced for construction. Contractor shall verify all notes, dimensions and conditions prior to construction. Contractor shall provide temporary bracing as required until all permanent connections have been installed. Engineer and designer shall be notified by the contractor of any discrepancies at the time they are noted. (IBC 23012) There are three methods for the design of wood based structural elements. These methods are allowable stress design (ASD) in accordance with sections 2304, 2305,and 2306, load and resistance factor design (LFRD ) in accordance with sections 2304, 2305 and. 2307, and conventional light -frame wood construction accordance with sections 2304 and 2308. n in This engineering uses allowable stress design in accordance ' � with the provisions of Sections 2304 (General Construction Requirements), 2305 (General Design Requirements for Lateral - Force - Resisting Systems), and 2306 (Allowable Stress Design) of the 2003 IBC. The provisions of conventional light -frame wood construction (IBC 2308) do not apply unless noted otherwise. Wood shall not be used to support masonry or concrete unless specifically noted otherwise on the structural sheets (2304.12), SOIL AND FOUNDATION Where required by the building official, the classification and investigation of the soil shall be made by a registered design professional (1802.1). Unless a soils investigation is provided foundation design is based on an assumed average soil bearing of 1500 PSF. Organic silt, organic' clays, peat or unprepared fill shall not be assumed to have a bearing capacity unless date are submitted (1804.3). This engineering is based on Site Class D soils in accordance with Table 1613.52 . of the 2006 IBC. Site Grading: The ground immediately adjacent to the foundation shall be sloped away from the building at a aslo p e of not less p p than 5 percent for a minimum of 10 feet (1803.3). Compacted fill material shall not be used unless allowed by a soils engineering report (1803.5) unless under 12 "inches and approved by the building official. PROTECTION AGAINST DECAY AND TERMITES (2304.11): Wood joists or the bottom of a wood structural floor without joists shall not be closer than 18 inches, or wood girders closer than 12 inches to the exposed ground in crawl spaces. Wood framing members, including ood sheathing, thin g g, which rest on exterior foundation walls shall not be less than 8 inches from exposed earth. Sills in contact with concrete shall be preservative- treated wood. Clearance between wood siding and earth shall not be less than 6 inches Posts shall be preservative - treated unless supported by a pedestal greater than 8 inches from exposed ground. MATERIALS Lumber shall conform to DOC PS20 Manufactured I- Joists shall conform to ASTM5055 Structural glued - laminated timber shall conform to AITC A190.1 and ASTM D 3737 Preservative treated wood shall conform to applicable AWPA standards Trusses, truss drawings and truss engineering shall be provided by the manufacturer Metal plate connected wood trusses shall be manufactured as required by TPI 1. Floor and roof sheathing shall be per IBC tables of section 2304. y Fastening shall be per the 2006 IBC fastening schedule table 2304.9.1 STRUCTURAL DESIGN, CHAPTER 16 Analysis procedure used ASCE7 Building classification: Category II Special Inspections: Special ' P p inspections are not required for building components U.N.O. in chapter (1704.1) CONCRETE, CHAPTER 19 All concrete materials and workmanship shall be per ACI 318. Air Entrainment per IBC Section 19042.1 is required for all concrete exposed to the weather. ASTM A615 Grade 60 reinforcing steel details shall be prepared by an experienced approved detailer and conforms to standard practice outlined in ACI 318. Minimum specified compressive 28 day strength (Table 1904.2.2 2,500 psi for basement walls and foundations not exposed to the weather 2,500 psi for slabs and interior slabs on grade, except garage floor slabs 3,000 psi for vertical concrete surfaces exposed to the weather 3,000 psi for driveways, curbs, walks, patios, porches, carport slabs, steps and other flatwork exposed to the weather and garage floor slabs. Concrete cast against soil shall have minimum concrete cover of 3 ". Concrete exposed to earth with rebar #5 and smaller shall have a minimum of 1-1 2" cover (Table 1907.7.1) The thickness of concrete floor slabs supported directly on the ground shall not be less than 3 -12 ". A 6 -mil polyethylene vapor retarder with joints lapped not less than 6 inches shall be placed between a base course and the concrete floor slab. All basement walls below finished ade shall 1 be damp- proofed outside by approved methods and materials. HEADERS:: DF # 1 STUDS HEM•FIR STUD GRADE OR BETTER. WADING: ROOD FRAMING NOTES FRAMING 'CONTRACTORS SHALL. VVORK IN CONFORMANCE TO ALL WiSHA /OSHA RULES. POSITIVELY NO WORK MAY BE SUBCONTRACTED TD OUTSIDE ` FRAMING CREWS 1MTHOI T PRIOR WRITTEN'PERMiSSft N FROM EACH :JOB TO LEFT • IN A BROOM SWEPT CONDITION AT THE END OP EACH DAY. SAFETY •HANDRAILS, WHERE REQUIRED, MUST BE INSTALLED.•AND MAINTAINED AT ALL TIME. FRAMING CONTRACTORS WRITTEN COMPANY SAFETY PROGRAM MUST BE SUBMi i t Wei PRIOR TO COMMENCING WORK SUBCONTRACTOR 'SHALL WORK WITH SUPERINTENDENT TO CORRECT AND 'COMPLETE LUMBER PACKAGE 24 HR. MUST BE GIVEN TO THE JOB SUPERINTENDENT TO • REPLACE MISSING MATERIAL OR TO ADD MATERIAL TO THE LUMBER LIST: EXCESS MATERIAL. THAT CAN NOT BE USE • FOR BLOCKING, SHIMMING ETC. AND OTHER DEBRIS AS MAY BE CREATED BY THE WORK, SHALL BE •PLACED IN DESIGNATED AREAS. . DOUGLAS RR AND HEM FiR GRADED IN ACCORDANCE WITH WEST COAST LUMBER RULE #16 4x , Bx,. BEAMS AND .POSTS DF #1, Fir = J5 P51 .Fb = 1200 P51 JOISTS:: FtEM -FiR #2, Fb = 1075 PSI 15 PSF. DEAD LOAD. + 25 pSK . LIVE • LOAD = 40 PSF• 10 PSF 'DEAD LOAD 40 PSF. LIVE LOAD = 50 PSF. CEIUNG. • . ' 5 PSF. DEAD LOAD + 10 PSF. LIVE LOAD. = 15 PSF. DECK. ' 5 PSF DEAD LOAD + .60 PSF LIVE LOAD = 65 PSF PARTITIONS•: • = 7 PSF Ea PAFMTIONS : GUARDRAILS A TOP OF RAiL .: _ 20 PSF ALL WOOD IN CONTACT WITH CONCRETE SHALL BE 'PRESERVATIVE TREATED, WITH le Atli SPACE MIN. AT TOP, SIDES AND ENDS. ALL DECKS EXPOSED 'I0 WEATHER MUST 8E PRESERVATIVE TREATED. FASTENEPS MR PRESSURE TREATED AND FIRE RETARDANT TREATED' WORD SHALL BE OF HER- DIPPED GALVANIZED STELA:; srAfVLESS STEEL, SILICON • BRONZE OR COPPER RECD CUT END, NOTCHES AND DRILLED HOLES 'OF PRESSURE TREATED WOOD SHALL i :* RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4 SHEAR WAU. BOTTOM PLATE NAILING AND ALL NAILING AT PRESSURE TREATED PLATE SHALL BE HOT-DIPPED • ZINC CUATED • GALVANIZED STEEL OR STAINLESS STEEL PER WIC 319•1 MAXIMUM MOISTURE Comma NOT TO EXCEED 16% PROVIDE: WASHERS AND NUTS FOR ALL BOLTS 'BOLTS HOLES SHALL BE NOMINAL DIAMETER OF'BOLT PLUS 1/18 ". AU.EIL1 PLATE BOLTED TO FOUNDATION WITH -- 0 • -- ' am AND 3 "x 3" x 1 /4'WASHER • =10PSF INDIVIDUAL MEMBERS OR BUILT -UP BEAMS SHALL .B5 :ATTACHED VVITM /0d NAILS * 16" OD., STAGGERED PROVIDE CONTINUOUS SOLID BLOCKING AT MID HE Gi•TI OF AL STUDS WALL OVER B' M'. ALL PDS;T OVER 4' NEED BRACING PER KRC, NAiLJNG SHALL CONFORM To TABLE' R 802.3(1) ALL EXTERIOR AND INTERIOR WALLS SHALL BE EFFECTIVELY BRAG D FIRE STOPPING AND DRAFT STOPPING SHALL BE ` iNST`ALLED TO CUT` OFF . ALL CONCEALED DRAFT' OPENING. GLU0LAI ll : DOUGLAS FIR-LARCH COMEINATiON GRADE 24F/ V4, DF% OF, W/ Fb= . 2400 P31. BEAMS. TO LAiD UP e IN AN APPROVED WATER RESISTANCE . GLUE GLUE LAM SHALL BE' OBTAINED FROM AN APPROVED FABRICATOR. 014(10: SPECIAL. INSPECTIONS THE CONTRACTOR SHALL. BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED BY THE LOCAL BUILDING DEPARTMENT, IN ADDITION TO INSPECTIONS REQUIRED BY THE LOCAL BUILDING DEPARTMENT, THE OWNER OR A REGISTERED DESIGN PROFESSIONAL iN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONS FOR ITEMS NOTED IN i1SC SECTION 1704 WHICH ARE SUMMARIZED IN THE SPECIAL INSPECTION SCHEDULE BY THE CONTRACTOR; THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON EMPLOYED BY AN APPROVED AGENCY, TH E SPECIAL INSPECTOR SHALL KEEP RECORDS OF INSPECTIONS AND FURNISH THEM TO THE BUILDING OFFICIAL AND THE ENGINEER OF RECORD ON A REGULAR BASIS, A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND THE CORRECTION OF ANY DISCREPANCIES SHALL BE PROVIDED PRIOR TO COMPLETION OF BUILDING FINISHES. WHERE FABRICATION OF STRUCTURAL COMPONENTS AND ASSEMBLIES IS BEING PERFORMED ON THE PREMISES OF A FABRICATORS SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE REQUIRED EXCEPT WHERE THE FABRICATOR IS REGISTERED AND APPROVED TO DO SUCH WORK WITHOUT SPECIAL INSPECTION IN ACCORDANCENAITH IBC SECTION 1704.2.2. PERIODIC INSPECTION ALLOWS INSPECTION AT INTERVALS NECESSARY TO CONFIRM THAT REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH REQllatem irS CONTINUOUS SPECIAL INSPECTION REQUIRES THAT THE INSPECTOR BE'MISI E AT ALL TIMES THAT WORK REQUIRING SPECIAL INSPECTION IS PERFORMED. • • ' WHEN INSTALLING. THE SILL, MAKE SURE BUILDING iS SQUARE TO A V4" •r= /- SCERIOR BEARING WALLS 2 x8 _, 0 18" O.C. INTERIOR BEARING WALLS 2 x 4 x,., 6 is. ac. • • . WALLS 'FRAMING • WALLS SHALL HAVE A SINGLE ATOM PLATE AND A DOUBLE TOP. PLATE END NAIL. TOP PLATE EACH .STUD• •WITH• 2-16d NNLS AND TOE NAIL OR END NAiL EACH STUD . TO BOTTOM PLATE WITH 2- led . NAILS.;. FACE NAL DOUBLE .TOP PLATE WiTH 16d .6 12" 0.D. AND LAP' A MIK 4' AT JOINTS AND PROVIDE 15d 0 4" .o.c • CORNER' Trost SHALL BE CONSTRUCTED OF NOr • LESS • THAN 3 STUDS NAILED TOGETHER TO FORM A.SiNGL UNIT AND SET•.SO AS TO RECEIVE INTERIOR FINISH PER PLAN. NAIL scrrmM PLATE FROM 'STUD WALL ABOVE TO WOOD FRAMING, BELLOW WiTH 16d 12" 0.C. BULT.UP POST SHALL BE NAILED TO EACH OTHER WITH 16d ®•12" QM STAGGER. INSTALL SHIMMING WHERE NECESSARY TO LEVEL' THE SiLL, PLATE OR PONY WALL TO A IA ". • INSTALL FiRE BLOCKING A BATHTUB INSTALL 2 x4 VERTICAL AT EACH END OP TUB FOR BACKING INSTALL BLOCKING ® 4E" FROM FLOOR 'FOR TOWEL BAR INSTALL BLOCKING @ 7' HORIZONTAL . FOR' KntHEN CABINETS ANY CRIPPLE WALL LESS THAN 14" SHALL BE SOLID .STAIRS : MINIMUM WIDTH sir MAxmitum RISE 7 a / MINIMUM RUN _ __ _ 10" MINIMUM HEAD ROOM _ • ES" HANDRAIL ABOVE TREND NOSING 34 "- 38" HANDRAIL GRASPING DIMENSION -. . 1 MIN. to 2" MAX . HANDRAIL HEIGHT .REQUIRED "MIN. ..HANDRAIL FROM WAtL 4" MAX. CLEAR SPACE BETWEE INTERMEDIATE RAILS . -FOR WINDING STAIRS PROVIDE: A MIN. .10" TREAD AT .12'• FROM THE NARROi POINT AND A MiN. 6" TREAD AT THE NARROWEST POINT GUARDRAIL, REQUIRED FOR WALKING SURFACES 30" ABOVE ADJACENT GRADE FLIP FRAMIiNG ' ONLY GALVANIZED NAILS OR SCREW ALLOW IN FLOOR SYSTEM. 1 le FLOOR SHEATHING WITH a /4" x 4 x 8' 'T & t PLYWOOD' Mt 32/15 ) INSTALLED MTH THE 'FACE GRAIN TO .TFiE JOIST AND THE JOINTS. TO BE STAGGERED.. SSUPPORT AREAS WHERE CUTS OUT HAS , BEEN MADE. • !woR •JOtSr 'in •TOP PLATY WITH 3 •15d TOENAIL •DOUBLE JOIST UNDER ALL PARALLEL BEAAFRING WALLS PRO1ID1r F3ELC111Vl, .1�lR VUOOTI CDi.UMN THROUGH FLOORS WITH SOLID •BLOCKING min in � G @ FLOOR JOIST OVER, BEARING WALLS. HOLES BORED IN JOISTS • SHALL NOT EXCEED, 2" FROM TOP OR ' BOTTOM HATCH ON JOISTS SHAU. f‘tIrlDatiO bitii FOURTH OF JOIST. DEPTH. - JOIST SHALL HAVE A BEARING OF 1 'A" . MIN. ON :WOOD OR 'METAL AND 3" ON MASONRY • 40IS'f5 FROM • OPPOSITE SIDES O>:S SHALL. BE ,LAPPiS? 3" MIN; AND NAILS WITH 3 -1Sd NAILS NAL ALL MULTI - JOIST SEAMS TTGETHE1) WITH '18d st_ 12" 0 C , STAGGERED FLOOR SHEATHING- NAILING PER `IRC.. 602. (1 a FAST' + R $CHEMULE STRUC'I4JRA C..Ae1Vr Ei[IS• TABLE It 61124 (1). JOIST TO SILL OR GIRDER, 'OR NAIL '1"x6" 811B- PLOOROR L" SUB FLOOR. TO JOIST ORGIRDER 3�•8d. . 2-16d SOLE PLATE' TO JOIST OR BUM., 'ACE NAIL 16d @ 16" am TOP OR SOLE•PLATE TO STUD, END NAIL nun To SOLEPLATF., TOE NAIL 'DotmLB Sruns,PACENA,IL. 104 DOUBLE TVPPI:AIBS, FACB 10d SOLE PLATE 70 JOIST OR•BLKG. AT 011A56 WALL PANEL .. =164 DBIG. TOPPL.; MIN- 24" OF LAID JOINTSt PACE NAIL :.;..,., IILOCKINC, fET WREN JOISTS /.RA 11 R TO TOP TOE :NAIG3.8d • .RIMJOIST TO TOP PL, TO? NAIL 84 TOP PLATES, LAPS AT CO* /'INTERSECT.,' PACENAIL 240" ' BTJI!<,T UP BDR., TWO'PIEES• Wt "SPACER . 164 16"o c @ 3GE CONTINUIZD IIEADER, TOW PIECES. , 16d (a3 "o c. @ EDGE 'CEILINOSO1s1 TO'PLATE, . 'OENAII ., • 'COPITIPNUOUS HEADEItTO STUD TOENAIL CLILING JOIST, LAPS OVBRPAR'1'1TI011S, FAC$NAIL 3-104 • CEILING JOIST TO PARALLEL RATER, PACE NAH. 3.104 RAPIER TO PLATE, TOE NAIL 2 -164 I" BRACE TO EMIT ST UD AND PLATT!, FACENAIL 2164 3 -840R.2 -164 BUILT -UP CORNER .STUDS 10d@ 24" o.c. 2" PLANKS 2 -16" @ ea. BEARING • WOOD STRUCTURAL PANELS, FLOOR; ROOF' AND WALL SHEATHING TO PRAMING 9/16 " - y" . SUB4 LOOR,'WALL ..... 6d COMMON 6" o.c. EDGE'S 12" JNTBRMEDIATE ` ROOF, •8d OMMON • G 6" me EaDGI?S•12"•EVTERMEDIAT'E • • • DESIGN , ABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDIT1N OF: THE AMERICAN INSTITUTE AF STEEL: CONSTRUCTION "AISC". SPECIFICATION FOR. DESIGN; FABRICATION AND ERECTION FOR STRUCTURAL: STEEL OF BUILDINGS.. THIS IS THE 13 EDITION AISC 325 -05 AND AISC 327 -05. MATERIAL SAHLL BE IN ACCORDANCE WITH THE FOLLOWING STRUCTURAL W SHAPES PLATE MATERIAL PIPE WELDING ELECTRODES HIGH STRNGTH BOLTS ANCHOR BOLTS ALL WELDING CONNECTION SHALL- BE IN ACCORDANCE WITH AWS D1.1 "STRUCTURAL WELDIND CODES' ALL WELDIND SHALL BE PERFORMED BY A WASHINGTON ASSOCIATION OF BUILDING: OFFICIALS (WABO) AND AMERICAN SOCIETY 9AWS0 CERTIFIED WELDERS.: ALL COMPLETE PENETRATION QWLDS SHALL BE ULTRASONICALLY TESTED. ALL FILLET WELDS SALL BE VISUALLY EXAMINED BY INSPECTOR. STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATIOB IN COMPLIANCE WITH ASTM A -123. ALL WELDS EXPOSED TO WEATHER SHALL BE COATED WITH BRUSH. APPLIED ZINC RICH PAINT COMPLYING WITH ASTM A -780. NV USE Ply'' HJ / .ttic� REVIEWEL) FOR CODE COMPLIANCE ANCE APPROVED JUL 0 6 2009 City of Tukwila BUILDINCI DIVisipN ASTM A992 ASTM A36 ASTM ° A36 ASTEM A 53 E70 - XX . . ASTM A -325N BEARING (SNUG TIGHT) ASTM A307 FY =50KSI FY =36KS1 FY=46KSI THE SUBJECT BEAM TO BE A MINIMUM OF 50KSI YIELD STRENGTH. SHEAR WALL SCHEDULE (no 2006 IBC fable 230641 & Section 2308.41) All .shear walls to be sheathed from top plate to bottom piste unless noted otherwise. • •PIock ail panel edges: Nail spacing is for ail panel edges. Space nails at 12" o.c. along Intermediate framing members. NOTES : 1) PROVIDE 1 " CDX PLYWD. (24/0 J AT ALL EXTERIOR WALLS 056 MAY BE USE FOR CDX 2) BLOCK ALL HORIZONTAL EDGES W/ 2x TYP. 3) FIELD NAILING AT 12" 0.C. 4) WHEN SHEAR WALLS iS 24" OR LESS REFER TO MIN. LATERAL RESTRAINT PANEL. DETAIL REVStOWN& X68 -338 w. t:L.S 4 5 ' • sene • e. . 17 4X4 c'v The shear vatuea above Are.based upon the use of 84 box nails with a full head, e shank dlaiheter of 0.113" and a minimum penetration of 1.375. From . Table 2306.4.1 use 15132; 84 values with a 0.719 factor w! 1.4 increase for wind. RECEIVED 111242 PERMIT CENTER 1 rect ROYAL RESIDENTIAL DESIGN, PLLC 0 COPYRIGHT 2008 ROYAL RESIDENTIAL DESIGN, PLLC 0 COPYRIGHT 2008 LEGEND 111 / / / SANITARY SEWER MANHOLE SANITARY SEWER STUB STORM DRAIN CATCH BASIN STORM DRAIN EX. CULVERT YARD DRAIN GAS METER POWER METER / 0 0 -o- M B x xx / / / SFR OA OW9Ivil UTILITY POLE ANCHOR UTILITY POLE EXISTING SIGN MAIL BOX FIRE HYDRANT WATER METER WATER VALVE CHAIN LINK FENCE (CLF) WOOD FENCE (WDF) WIRE FENCE (WF) SINGLE FAMILY RESIDENTIAL EXISTING PAVEMENT EXISTING GRAVEL EXISTING CONCRETE PROPOSED GRAVEL / 7 / 73 / 2 2 / / SHED 72 / / o 50 Ftio c 0 /- MI NUM OF TWO CAR PARk -IW PROPOSED 2" OF 5/8 -MINUS ` / COMPACTED ROCK, PROVIDED MUD OR OTHER FINE MATERIAL DO NOT WORK THEIR WAY TO T SURFACE OF THE ROCK. / / / / / s. / / SHED / / / c, Me g0011, 1 /&0 c1 M 9/ � SHED EXISTING OF 5/8 MINUS COMP TED ROCK TO REMAIN PER CITY Q F TUKWILA REQUIREMENT / / / 3 2 3 / / / / 2> / 0) Nt- / / 2e / EXISTING STRUCTURE / / 29 25' 1 44 li � 1 0 0 o m A m 0 N I 11.7\ 01/ I0 Al m 0 SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila 131. WING DIVISION SION SITE PLAN SCALE: I " =20' -0" CITY OF TUKWILA, WA LEGAL DESCRIPTIONS: 30 -31 6 HILLMANS MEADOW GARDENS DIV #I PARCEL# 3347401475 LOT COVERAGE 22,900 S.F. (0.53 ACRES) 786 EXISTING HOUSE 703 PROPOSED HOUSE 1492 TOTAL 6.5% TOTAL LOT COVERED OWNER: MATEVOSOV ARAM ET 81 MATEVOSOV MATEVOS REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal i I and may include additional plan review fees. PILE COPY Permit Elo.1700 $8 cpprav I b cubjcct b c ro r : r.J c i c:nntraticn c:oc::rnanb coca %ct C:.Ii:Ic: t'sc t s;,�a cr cf ay cdoptcd cods cr crrt:.:ar__. C. : o' cpprov i FFaIdd Copy condslticr:� �� " ;$'� cl ;;cc3: By �rAvh mo Date. 2// 4/0 g City cl Tukwila Du:i.Du'o DIVISION 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: RECEIVED CITY OF TUKWILA NOV 12.2008 PERMIT CENTER CORRECTION LTR # —L_. & ROYAL RESIDENTIAL DESIGN, PLLC © COPYRIGHT 2008 BRIEY PETR KISLYAK ROYAL RESIDENTIAL DESIGN, PLLC 253-332-9765 FAX: 253 - 867 - 2771 • royaldesign3 ©gmail.com 1071 ANDOVER PARK E TUKWILA, WA 98188 -7615 EVERY EFFORT HAS BEEN TAKEN TO, ENSURE THE ACCURACY OF THESE DRAWINGS, HOWEVER THE CONTRACTOR SHALL CHECK AND VERIFY ALL INFORMATION CONTAINED IN THE DRAWINGS, AND THE SITE CONDITIONS PRIOR TO COMMENCING CONSTRUCTION.THIS DRAWING Is COPYRIGHTED AND IS TO BE USED SOLEY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT BY THE PERSONS NAMED HEREON. NO OTHER USE OF THE DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF ROYAL RESIDENTIAL DESIGN. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND /OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. © COPYRIGHT 2008 REVISIONS DATE ISSUED JOB NO. ISSUED FOR PERMIT ADDITION 11/05/08 A0806 SHEET NO. 1 OF 1 ROYAL RESIDENTIAL DESIGN, PLLC 0 COPYRIGHT 2008 GENERAL NOTES: 1. ALL WORK SHALL MEET ALL APPLICABLE CODES. ALL MATERIALS, PROCEDURES, AND CONSTRUCTION INSTALLATIONS SHALL MEET AND BE IN COMPLIANCE WITH THE CURRENT STATE ENERGY CODE. 2. CHECK AND VERIFY ALL DIMENSION BEFORE PROCEEDING WITH THIS WORK, AND BEFORE PERFORMING ANY OPERATION OR PHASE OF THE WORK. NOTIFY THE DESIGNER IMMEDIATELY OF ANY DISCREPANCIES BEFORE PROCEDING 3. ALL WORK SHALL BE PERFORMED IN A GOOD WORKMANLIKE MANNER. 4. OBTAIN ALL NECESSARY AND REQUIRED PERMITS, TESTING, AND APPROVALS. 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL. ALL ORGANIC SOIL MUST BE REMOVED. 6. ALL CONCRETE SHALL BE PER ENGINEERING FOUNDATION PLAN. 7. ALL GLULAM BEAMS SHALL BE PER ENGINEERING PLANS 8. ALL NAILING SHALL BE AS PER 2006 IRC, SEE ENGINEERING SHEETS GENERAL REQUITS FOR ENERGY CONSERVATION: 1. SLAB ON GRADE SHALL BE PROVIDED WITH COARSE OF WASHED GRAVEL SUB -BASE A MINIMUM OF 4 INCHES THICK. ALL PERIMETERS OF HEATED SPACE SHALL BE INSULATED TO R =10 A MINIMUM OF 24 INCHES IN WIDTH AND INSULATED IN AN APPROVED MANNER. ALL SLABS SHALL BE UNDERLAIN WITH 6 MIL. BLACK POLYETHYLENE. 2. ALL UNHEATED CRAWLSPACE AREAS SHALL HAVE A CONTINUOUS LAYER OF 6MIL BLACK VAPOR BARRIER, WHICH SHALL CONTINUE UP FOUNDATION STEM WALLS AND UNDER SILL PLATES. SILL PLATES SHALL BE SET ON A CONTINUOUS SILL SEALER. 3. CONTINUOUS CAULKING S HALL BE APPLIED TO ALL SOLE PLATES OF EXTERIOR WALLS BEFORE THEY ARE SET INTO PLACE. 4. ALL ROUGH OPENINGS AROUND DOORS AND WINDOWS SHALL BE SEALED WITH CAULKING OR FOAM TO CREATE AN AIRTIGHT SEAL 5. ALL PENETRATION IN EXTERIOR BUILDING SHELL SHALL BE WEATHER SCALED INCLUDING HOLES FOR ELECTRICAL, MECHANICAL AND PLUMING. SEALING SHALL BE PREFORMED IN APPROVED MANNER TO ACHIEVE PERMANENCE AGAINST AIR INFILTRATION. 6. ALL PERIMETER RIM JOIST AND FLOOR SHEATHING TO RIM JOIST SHALL BE CAULKED OR GLUED CONTINUOUS. 7. WALL AND CEILING INSULATION SHALL BE FACE STAPLED TO INTERIOR FACE OF FRAMING MEMBER OR A 6MILE. POLYETHYLENE VAPOR BARRIER INSTALLED ON INTERIOR FACE IN AN APPROVED MANNER. FLOOR SHEATHING SHALL BE EXTERIOR GLUE TYPE AND CONTINUALLY GLUED AT ALL JOINTS. FLOOR INSULATION SHALL BE SUPPORTED BY WEBBING, TWINE, WIRE OR BREATHABLE BARRIER IN APPROVED MANNER. INSTALL VENT SPACE CONTINUOUS ABOVE INSULATION. 8. EXTERIOR WALLS SHALL HAVE A CONTINUOUS LAYER OF BREATHABLE VAPOR BARRIER. BARRIER SHALL BE WRAPPED INTO WINDOW AND DOOR OPENINGS TO CREATE A CONTINUOUS BARRIER TO AIR INFILTRATION. 9. ALL EXTERIOR PENETRATIONS AND DOOR AND WINDOW SHALL BE WEATHER- STRIPPED. ALL ATTIC ACCESS AND CRAWL SPACE OPENING SHALL BE WEATHER - STRIPPED. ACCESSES SHALL BE INSULATED TO FULL REQUIRED DEPTH. 10. ALL ELECTRICAL BOXES ON EXTERIOR WALLS SHALL BE SEALED AND GASKET. 11. ALL EXHAUST FANS SHALL BE PROVIDED WITH POSITIVE CLOSING BACK DRAFT DAMPERS. 12. FIREPLACE SHALL BE FITTED WITH TIGHT FITTING GLASS OR METAL DOORS AND A TIGHT CLOSING DAMPER. PROVIDE EXTERIOR COMBUSTION AIR FOR ALL WOOD BURNING EQUIPMENT. DMSION 1 GENERAL REQUIREMENTS WORK PERFORMED 1. THESE GENERAL NOTES ARE GENERAL FOR THIS UNIT UNLESS OTHERWISE NOTED ON PLANS OR SPECIFICATIONS. 2. 2006 EDITION OF THE INTERNATIONAL BUILDING CODE IS BEING USED. 3. ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES, ORDINANCE, LAWS, REGULATIONS AND PROTECTIVE COVENANTS GOVERNING THE SITE OF WORK. 4. IN CASE OF CONFLICT, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. ON SITE VERIFICATION 1. OF ALL DIMENSIONS AND CONDITION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SUB- CONTRACTORS OR SUB - CONTRACTOR. NOTED DIMENSIONS TAKE PRECEDENT OVER SCALE. EACH CONTRACTOR OR SUB- CONTRACTOR SHALL REPORT TO PROJECT SUPERINTENDENT ALL CONDITIONS, WHICH PREVENT THE PROPER EXECUTION OF THEIR WORK. 2. CLIENT'S DESIGNER AND PROJECT SUPERINTENDENT TO BE NOTIFIED IMMEDIATELY BY CONTRACTOR OR SUB - CONTRACTOR SHOULD ANY DISCREPANCY OR OTHER QUESTION ARISE PERTAINING TO THE WORKING DRAWINGS AND /OR SPECIFICATIONS? THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WHICH THE CONTRACTOR FAILED TO NOTIFY THE DESIGNER OF BEFORE CONSTRUCTION AND /OR FABRICATION OF WORK 3. SUB - CONTRACTOR SHALL INSURE THAT ALL WORK IS DONE IN A PROFESSIONAL WORKMANLIKE MANNER BY SKILLED MECHANICS AND SHALL REPLACE ANY MATERIALS OR ITEMS DAMAGED BY SUB - CONTRACTORS PERFORMANCE. SUB - CONTRACTORS AND SUPPLIERS ARE HEREBY NOTIFIED THAT THEY ARE TO CONFER AND COOPERATE FULLY WITH EACH OTHER DURING THE COURSE OF CONSTRUCTION TO DETERMINE THE EXACT EXTENT AND OVER LAP OF EACH OTHER'S WORK AND TO SUCCESSFULLY COMPLETE THE EXECUTION OF THE WORK. ALL SUB - CONTRACTOR WORKMANSHIP WILL BE OF QUALITY TO PASS INSPECTIONS BY LOCAL AUTHORITIES, LENDING INSTITUTIONS, DESIGNER OR BUILDERS. ANY ONE OR ALL OF ABOVE MENTIONED INSPECTORS MAY INSPECT WORKMANSHIP AT ANY TIME, AND ANY CORRECTIONS NEEDED TO ENHANCE THE QUALITY OF BUILDING WILL BE DONE IMMEDIATELY. EACH SUB - CONTRACT AGREEMENT, SHELL IS RESPONSIBLE FOR CLEANING UP AND REMOVING FROM THE JOB SITE ALL TRASH AND DEBRIS NOT LEFT BY OTHER SUB - CONTRACTORS. BUILDER WILL DETERMINE HOW SOON AFTER SUB - CONTRACTORS COMPLETE EACH PHASE OF HIS WORK THAT TRASH AND DEBRIS WILL BE REMOVED FROM THE SITE. STRUCTURAL ENGINEERING 1. REFER TO THE CURRENT CALCULATIONS FOR ANY QUESTION REGARDING LUMBER GRADE, BEAM HEADER SIZE, FOOTING AND SHEAR REQUIREMENTS. 2. NO DEVIATION FROM STRUCTURAL DETAILS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. ANY STRUCTURAL CHANGES WILL REQUIRE A REVISION TO THE PLANS BE MADE TO THE LOCAL JURISDICTION. ROYAL RESIDENTIAL DESIGN, PLLC 0 COPYRIGHT 2008 DMSION 2 SITE WORK 1. ALL FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED COMPACTED FILL (REFER TO SOILS REPORT.) 2. REFER TO THE CURRENT CIVIL ENGINEERING'S GRADE OR SITE PLAN. 3. ALL FINISH GRADES TO DRAIN AWAY FROM THE BUILDING FOOTINGS. PROTECTION AGAINST DECAY AND TERMITES 1. WOOD EMBEDDED IN THE GROUND OR IN DIRECT CONTACT WITH THIS EARTH AND USE FOR THE SUPPORT OF PERMANENT STRUCTURES SHALL BE TREATED WOOD. 2. WOOD JOISTS OR THE BOTTOM OF WOOD FLOORS CLOSER THAN 18 INCHES, OR WOOD GIRDERS CLOSER THAT 12 INCHES TO THE GROUND UNDER -FLOOR AREAS AND THEIR SUPPORT, SHALL BE TREATED WOOD OR ALL HEART -WOOD OF APPROVED NATURALLY DURABLE SPECIES AS IN THE I.R.C. AND /OR I.B.C., APPLICABLE EDITION. PLATES SILL AND SLEEPERS 1. ALL FOUNDATIONS PLATES OR SILLS AND SLEEPERS ON CONCRETE OR MASONRY SLAB, WHICH IS IN DIRECT CONTACT WITH EARTH, AND SILLS WHICH REST ON CONCRETE OR MASONRY FOUNDATION, SHALL BE PRESSURE TREATED WOOD OR FOUNTAIN REDWOOD, ALL MARKED OR BRANDED BY AN APPROVED AGENCY. WOOD AND EARTH SEPARATION 1. NO UNTREATED WOOD, EXCEPT FOUNDATION REDWOOD, SHALL BE NEARER THAN 6 INCHES TO ANY EARTH UN LESS SEPARATED BY CONCRETE AT LEAST 3 INCH IN THICKNESS WITH AN IMPERVIOUS MEMBRANE INSTALLED BETWEEN THE EARTH AND CONCRETE. FOUNDATION VENTILATION 1. UNDER -FLOOR AREAS SHALL BE VENTILATED BY AN APPROVED MECHANICAL MEANS OR BY OPENING INTO THE UNDER -FLOOR AREA WALLS. SUCH OPENING SHALL HAVE A NET AREA OF NOT LESS THAN 1 SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDER -FLOOR AREA. OPENINGS SHALL BE LOCATED AS CLOSE TO CORNERS AS PRACTICAL AND SHALL PROVIDE CROSS VENTILATION. THE REQUIRED AREA OF SUCH OPENING SHALL BE APPROXIMATELY EQUALLY DISTRIBUTED ALONG THE LENGTH OF AT LEAST TWO OPPOSITE SIDE. THEY SHALL BE COVERED WITH CORROSION - RESISTANT WIRE MESH WITH MESH OPENINGS OF % INCH IN DIMENSION DMSION 6 FRAMING PRACTICES WORKMANSHIP- 1. ALL MEMBERS SHALL BE FRAMED, ANCHORED, TIED AND BRACED SO AS TO DEVELOP THE STRENGTH AND RIGIDITY NECESSARY FOR THE PURPOSE FOR WHICH THEY ARE USED. PIPES IN WALLS 1. STUD PARTITIONS CONTAINING PLUMBING, HEATING OR OTHER PIPES SHALL BE SO FRAMED AND THE JOISTS UNDERNEATH SO SPACED AS TO GIVE PROPER CLEARANCE FOR THE PIPING. WHERE A PARTITION CONTAINING SUCH PIPING RUN PARALLEL TO THE FLOOR JOISTS UNDERNEATH SUCH PARTITIONS SHALL BE DOUBLE AND SPACE TO PERMIT THE PASSAGE OF SUCH PIPES ARE PLACED IN OR PARTLY IN A PARTITION, NECESSITATING THE CUTTING OF THE SOLE OR PLATES. BORED HOLES: 1. A HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WITH MAY BE BORED IN ANY WOOD STUD. BORED HOLES NOT GREATER THEN 60 PERCENT OF THE WIDTH OF THE STUD ARE PERMITTED IN NONBEARING PARTITIONS OR IN ANY WALL WHERE EACH STUD IS DOUBLED, PROVIDED NOT MORE THAT TWO SUCH SUCCESSIVE DOUBLE STUD ARE SO BORED. IN NO CASE SHALL THE EDGE OF THE BORED HOLE BE NEAR THAN 5/8 INCHES TO THE EDGE OF THE STUD. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF THE STUD AS A CUT OF NOTCH. ROUGH WINDOW SILLS OVER 8 FEET IN LENGTH SHALL BE DOUBLED. BLOCKING TO BE PROVIDED AT ALL HANDRAILS. ALL BOLTS SHALL BE RE11GHTENED PRIOR TO THE APPLICATION OF SHEATHING, PLASTER ETC. 2. NAILING SCHEDULE (SEE STRUCTURAL ENGINEER'S SHEET) ATTIC VENTILATION 1. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN AND SNOW. THE NET FREE VENTILATING AREA SHALL BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED, EXCEPT THAT THE AREA MAY BE 1/300 PROVIDED 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE OR CORNICE VENTS, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. THE OPENING SHELL BE COVERED WITH CORROSION- RESISTANT METAL MESH WITH MESH OPENING OF % INCH IN DIMENSION. DO NOT BLOCK VENT WITH INSULATION. FIRE BLOCKS AND DRAFT STOPS 1. IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING AND DRAFT STOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOOR, BETWEEN A TOP STORY AND ROOF OR ATTIC SPACE, AND SHALL SUBDIVIDE ATTIC SPACE, CONCEALED ROOF SPACE AND FLOOR - CEILING ASSEMBLIES. THE INTEGRITY OF ALL FIRE BLOCKS AND DRAFT STOPS SHALL BE MAINTAINED 2. FIRE BLOCKS SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: 3. IN CONCEALED SPACE OF STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10 -FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. 4. FIRE BLOCKS MAY BE OMITTED AT FLOOR AND CEILING LEVELS WHEN APPROVED SMOKE - ACTUATED FIRE DAMPERS ARE INSTALLED AT THESE AT THIS LEVEL. 5. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACE SUCH AS OCCUR AT SOFFITS , DROP CEILING AND COVE CEILINGS; AND COVE CEILING; 6. IN CON SEALED SPACE BETWEEN STAIR STRINGS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED; 7. IN THE OPENINGS AROUND VENTS PIPES DUCTS CHIMNEY FIREPLACE AND SIMILAR OPENINGS WITH AFFORD A PASSAGE FOR FIRE AT CEIUNG AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS. 8. AT OPENING BETWEEN ATTIC SPACE AND CHUMMY CHASES FOR BUILT CHIMNEYS FIRE BLOCK CONSTRUCTION 1. EXCEPT AS PROVIDED IN ITEM 4 ABOVE, FIRE BLOCKING SHALL CONSIST OF 2 INCHES NOMINAL LUMBER OR TWO THICK NESSES OF 1 INCH NOMINAL LUMBER WITH BROKEN LAP JOINTS OR ONE THICKNESS OF 23/32 INCH WOOD STRUCTURAL PANEL WITH JOINTS BACKED BY 23/23, INCH WOOD PANEL, OR ONE THICKNESS OF ? INCH TYPE 2 -M PARTICLE BOARD WITH JOINT BACKED BY 3/ 4 INCH TYPE 2 -M PARTICLEBOARD. 2. FIRE BLOCKS MAY ALSO BE OF GYPSUM BOARD, GLASS FIBER, MINERAL FIBER OR OTHER APPROVED MATERIAL SECURELY FASTED IN PLACE. WALLS HAVING PARALLEL OR STAGGERED STUD FOR SOUND TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF MINERAL FIBER OR GLASS FIBER OTHER APPROVED NO RIGID MATERIAL DRAFT STOPS. WHERE REQUIRED 1. SHALL BE PROVIDED IN THE FOLLOWING LOCATION: 2. FLOOR - CEILING ASSEMBLIES. SINGLE - FAMILY DWELLING. WHEN THERE IS USABLE SPACE ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR CEIUNG ASSEMBLY IN A SINGLE FAMILY DWELLING, DAFT STOPS SHALL BE INSTALLED SO THE AREA OF THE TWO OR MORE DWELLING UNITS. DRAFT STOP BE INSTALLED IN FLOOR CEILING ASSEMBLIES OF BUILDING HAVING MORE THAN ONE DWELLING UNITS. SUCH DAFT STOPS SHALL BE IN LINE WITH WALLS SEPARATING INSTEAD INDIVIDUAL DWEWNG UNITS AND FROM OTHER AREAS DRAFT STOP SHALL BE INSTALLED IN THE ATTICS, MANSARDS, OVERHANGS, FALSE FRONTS SET OUT FROM WALLS AND SIMILAR CONCEALED SPACE OF BUILDINGS CONTAINING MORE THAN ONE DEWING UNIT. DRAFT STOP CONSTRUCTION 1. DRAFTS STOPPING MATERIALS SHALL NOT BE LESS THEN 34 INCH GYPSUM BOARD, 3/8 -INCH WOOD STRUCTURAL PANEL, TYPE 2- M PARTICLEBOARD OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. 2. ALL STAIR WAYS LANDINGS, GUARDRAILS HANDRAILS SHALL COMPLY FULL WITH I.R.C. SECTIONS R314 R315 AND R316 AND /OR I.B.C. SECTION 1003.3.2.12 AND 1003.3.3.11 REQUIRED HANDRAILS AT STAIRWAYS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS AND MAY BE INTERRUPTED ONLY AT A LANDING AS DEFINE IN I.R.C. SECTION R315 AND /OR I.B.0 SECTION 1003.3.311.4. TEMPORARY WALL BRACING FRAMER IS RESPONSIBLE FOR INSTALLING TEMPORARY WALL BRACING TO ADEQUATELY SUPPORT FRAMING DURING CONSTRUON HAS BEEN ACHIEVED DMSION3 THERMAL & MOISTURE PROTECTION FLASHING AND COUNTER FLASHING EXTERIOR OPENING EXPOSED TO THE WEATHER SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF. FLASHING AND COUNTER FLASHING SHALL BE PROVIDE AT THE JUNCTION OF THE ROOF AND VERTICAL SURFACE (WLAS, ETC). ALL PARAPETS SHALL BE PROVIDE WITH COPING OF APPROVED MATERIALS. ALL FLASHING COUNTER FLASHING AND COPYING, WHEN OF METAL, SHALL BE OF NOT LESS THAN NO. 26 U.S. GAUGE CORROSION RESISTANT METAL ROOF VALLEY FLASHING SHALL BE PROVIDED FOR SHINGLE AS FOLLOWS: ASPHALT SHINGLES (IF APPLICABLE) THE ROOF VALLEY FLASHING SHALL BE THE SAME AS REQUIRED FOR WOOD SHINGLES OR SHALL BE OF LACED ASPHALT SHINGLES APPLIED IN AN APPROVED MANNER WITH AN UNDERLAYMENT OF NOT LESS THAN TYPE 15 FELT EXTENDING 18 INCH FROM THE CENTER LINE EACH WAY , OR SHALL BE OF TWO LAYERS OF 90POUND MINERAL SURFACE CAP SHEET CEMENTED TOGETHER WITH THE BOTTOM WITH THE BOTTOM LAYER NOT LESS THAT 12 INCHES WIDE LAID FACE DOWN AND THE TOP LAYER NOT LESS THAN 241NCHES WIDE LAID FACE UP. SLATE SHINGLE AND CLAY AND CONCRETE TILE (IF APPLICABLE) THE ROOF VALLEY FLASHING SHALL BE PROVIDED 0 NOT LESS THAN NO. 28 GALVANIZED SHEET GAUGE CORROSION RESISTANT METAL APPLIED OVER AN UNDERLAYMENT OF NOT LESS THEN 30# ASTM FELT. THE METAL SHALL EXTEND AT LEAST 12 INCHES FROM THE CENTERLINE EACH WAY AND SHALL HAVE A SPLASH DIVERTER RIB NOT LESS THAN 1 INCH HIGH AT THE FLOW LINE FORMED AS PART OF THE FLASHING. SECTION OF FLASHING SHALL HAVE AN END LAP OF NOT LESS THAN 4 INCH. WOOD SHINGLES AND WOOD SHAKES (IF APPLICABLE) THE ROOF VALLEY FLASHING SHALL BE PROVIDED OF NOT LESS THAN NO.28 GALVANIZED SHEET GAUGE CORROSION RESISTANT METAL APPLIED OVER AN UNDERLAYMENT OF NOT LESS THAN 30 # A.S.T.M. FELT. THE METAL SHALL EXTEND AT LEAST 12 INCH FROM THE CENTER LINE EACH WAY FOR WOOD SHAKES. SECTIONS OF FLASHING SHALL HAVE AN OVER LAP OF NOT LESS THEN 4 INCHES. FLASH AND COUNTER FLASH AT ALL ROOF TO WALL CONDITIONS. G.I. FLASHES AND CAULK WOOD BEAMS AND OUT LOOKERS PROJECTED THROUGH EXTERIOR WALLS OR ROOF SURFACES. WHERE EXPOSE TO WEATHER FLASH ALL HORIZONTAL WOOD TRIM BUTTING TO EXTERIOR FINISH. SKYLIGHTS: (IF APPLICABLE) SKYLIGHT ARE TO BE CONSTRUCTED AND INSTALLED AS MANUFACTURERS AND I.R.0 SECTION R 308.6 AND /OR I.B.0 SECTION 2610 WATERPROOFING WEATHER - EXPOSED AREA BALCONIES LANDINGS EXTERIOR STAIRWAYS OCCUPIED ROOF AND SIMILAR SURFACE EXPOSED TO THE WEATHER AND SEALED UNDERNEATH SHALL BE WATERPROOFED. AND SLOPED A MINIMUM OF % UNIT VERTICAL IN 12 UNITS HORIZONTAL (2 %SLOPE) FOR DRAINAGE. DAM PROOFING FOUNDATION WALL UNLESS OTHER WISE APPROVED BY THE BUILDING OFFICIAL FOUNDATION WALL ENCLOSING A BASEMENT BELOW FINISHED GRADE SHALL BE DAMP PROOFED OUTSIDE BY APPROVED METHODS AND MATERIALS INSULATION 1. INSULATION SHALL COMPLY WITH FOLLOWING 2. THE FOLLOWING OPENINGS IN THE BUILDING ENVELOP MUST BE CAULKED SEALED OR WEATHER- STRIPPED: 3. EXTERIOR JOINTS AROUND WINDOW AND DOORFRAMES BETWEEN WALL PANELS WALL SOLE PLATES AND FLOORS: 4. OPENING FOR PLUMING ELECTRICAL AND GAS LINE IN EXTERIOR AND INTERIOR WALLS, CEIUNG AND FLOORS: 5. OPENINGS IT THE ATTIC FLOOR (SUCH AS WHERE CEILING PANELS MEET INTERIOR AND EXTERIOR WALLS AND MASONRY FIREPLACE); AND 6. ALL THINGS IN THE BUILDING ENVELOPE. 7. ALTERNATIVE APPROVED TECHNIQUES MAY BE MAY USED TO MEET THE STANDARD CAULKING REQUIREMENTS FOR EXTERIOR WALLS INCLUDING BUT NOT LIMITED TO CONTINUOUS STUCCO, COWLING OR TAPING OF ALL JOINTS BETWEEN WALL COMPONENTS (E.G., BETWEEN SLABS IN WOOD SLATS WALL.) BUILDING WRAPS OR RIGID WALL INSULATION. BUILDER AND INSTALLER ARE TO PROVIDE A CONSPECTUS LOCATION 8. SEE PLANS FOR PARTY WALLS CONDITIONS EXTERIOR WALL COVERINGS: 1 WEATHER RESISTIVE BARRIER- 2. PROVIDE ONE (1) LAYER 60- MINUTE GR. 'D' PAPER MINIMUM UNDER ALL EXTERIOR FINISHES (2LAYER OVER WOOD BASE SHEATHING BEHIND EXTERIOR PLASTER) MATERIALS - 1. ALL EXTERIOR MATERIALS SHALL CONFORM TO THE REQUIREMENT OF THE UNIFORM BUILDING CODE, APPLICABLE EDITION, STATE AND LOCAL CODES. 2. SIDING SOLID WOOD SIDING SHALL HAVE AN AVERAGE THICKNESS OF 3/8 INCH UNLESS PLACED OVER SHEATHING PERMITTED BY I.R.C. AND /OR I.B.C. SIDING PATTERN KNOWN AS RUSTIC, DROP SIDING OR SHIPLAP SHALL HAVE AN AVERAGE THICKNESS OF NOT LESS THAN 3/8 INCHES. BEVEL SIDING SHALL HAVE A MINIMUM THICKNESS MEASURED AT THE BUT SECTION OF NOT LESS THAN 7/ 16 INCH AND A TIP THICKNESS OF NOT LESS THAN 3/16 INCH. ALL WEATHERBOARDING OR SIDING SHALL BE SECURELY NAILED TO EACH STUD WITH NOT LESS THAN ONE NAIL OR 15/32 INCH WOOD STRUCTURAL PANEL SHEATHING OF 3 INCH PARTICLEBOARD SHEATHING WITH NOT LESS THAN ONE UNE OF NAILS SPACED NOT MORE THAN 24 INCHES ON CENTER IN EACH PIECE OF THE WEATHERBOARDING OR SIDING 3. WHERE HARD SIDING IS USED FOR COVERING THE OUTSIDE OF EXTERIOR WALLS, IT SHALL CONFORM TO THE I.R.C. APPLICABLE EDITION, STATE AND LOCAL CODES. LAP SIDING SHALL BE INSTALLED HORIZONTALLY AND APPLIED TO SHEATHED OR UNSHEATHED WALLS. CORNER BRACING SHALL BE INSTALLED TO CONFORM TO I.B.C. AND /OR I.B.0 REQUIREMENTS. A WEATHER RESISTIVE BARRIER (GRADE 'D') SHALL BE INSTALLED UNDER LAP SIDING. ALL FASTENERS USED FOR THE ATTACHMENT OF SIDING SHALL BE OF CORROSION - RESISTANT TYPE. NAIL SIZE AND SHALL PENETRATE FRAMING 1 lA INCHES. LAP SIDING SHALL OVER LAP 1 INCH MINIMUM AND NAILED THROUGH BOTH COURSES AND INTO FRAMING MEMBERS WITH NAILS LOCATED . 1/2 INCHES FROM OF THE BOTTOM OF THE OVERLAPPED COURSE, OR TO MANUFACTURERS SPECIFICATIONS 4. VINYL SIDING MAY INSTALLED ON EXTERIOR WALLS ACCORDING TO THE REQUIREMENTS OF I.R.C. SECTION R703 AND /OR I.B.C. SECTION 1404.9 AND SHALL BE SECURED TO THE BUILDING SO AS TO PROVIDE WEATHER PROTECTION FOR THE EXTERIOR WALLS. DIVISION 4 - SPECIALTIES 1. ALL CLOSETS TO HAVE ONE 12" SHELF AND ONE POLE UNLESS NOTED OTHERWISE ON PLAN. ALL LINEN CLOSETS TO HAVE FIVE (5) 15" SHELVES UNLESS NOTED OTHERWISE. 2. PROVIDE A SUPERIOR OR EQUAL PREFAB WOOD BURNING FIREPLACE WHERE NOTED. PROVIDE SCREEN AND FLUE PIPING AS REQUIRED FOR COMPLEIE INSTALLATION. INSTALL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES. DIVISION 11 - MECHANICAL HEATING. VENTILATING AND AIR CONDITION (HVAC) 1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT TO COMPLETE THE DESIGN AND INSTALLATION OF HEATING, COOLING, AND VENTILATING SYSTEMS, INCLUDING BUT NOT LIMITED TO HEATING PLANT DISTRIBUTION, AIR CONDITIONING SYSTEM HUMIDIFICATION, TEMPERATURE AND HUMIDIFICATION CONTROL, EXHAUST FANS, GAS FIRED EQUIPMENT FLUES AND APPLIANCE VENTS. 2. ENTIRE SYSTEM SHALL CONFORM TO APPLICABLE ASHRAE AND SMACNA STANDARDS. CONTRACTOR SHALL CALCULATE HEAT LOSS AND GAIN. SIZE ALL DUCTS AND EQUIPMENT TO GUARANTEE SYSTEM WILL HEAT HOUSE TO 70'F AT 10'F OUTSIDE TEMPERATURE WITH 15 M.P.H. WIND AND COOL HOUSE TO 74'F AT 95'F OUTSIDE TEMPERATURE. 3. PROVIDE COMBUSTION AIR FOR FURNACES AND HOT WATER HEATER IN ACCORDANCE WITH NFPA #54. 4. VENT ALL POWDER ROOM TOILET COMPARTMENTS AND BATHROOMS WITH EXHAUST FANS THROUGH ATTIC TO ROOF VENTS. PROVIDE 2 CFM OF EXHAUST PER SQUARE FOOT OF FLOOR AREA. 5. ALL SUPPLY, RETURN AND EXHAUST DUCT OPENINGS SHALL BE COVERED WITH SCREENING DURING CONSTRUCTION. 6 JOINTS AND SEAMS OF SUPPLY AND RETURN DUCTS TO BE SECURED PROPERLY AND SUBSTANTIALLY AIRTIGHT. 7. PROVIDE RETURNS AND AIR REGISTERS IN EACH ROOM. 8. ALL SHEET A MET L DUCT SYSTEMS HAVE S TO H VE SUFFICIENT IN-LINE DAMPERS FOR BALANCING PURPOSES. 9. RUN ALL DUCTWORK TIGHT TO UNDERSIDE OF FLOOR CONSTRUCTION IN BASEMENT /CRAWL SPACE WITH FLEX PIPING- NO MORE THAN 20% COMPACTION ALLOWED. 10. TYPE "B" FLUES TO BE INSTALLED IN ACCORDANCE WITH THEIR LISTINGS AND MANUFACTURER'S INSTRUCTIONS. 11. HEATING CONTRACTOR TO CONNECT FLUE FROM HOT WATER HEATER INTO FURNACE FLUE. 12. FLUES SHALL HAVE A RISE OF AT LEAST 1/4" TO THE FOOT OF RUN AND BE SECURELY SUPPORTED. 12. DRYERS TO BE VENTED DIRECTLY TO THE EXTERIOR AND PROVIDED WITH BACK DRAFT DAMPERS. 13. HEATING CONTRACTOR TO RUN ALL CONDENSATION LINES TO FLOOR DRAINS. PLUMBING 1. INTERIOR WASTE OR VENT, SERVICE WEIGHT CAST IRON OR GALVANIZED STEEL. A. VERTICAL SOIL PIPES SHALL EXTEND THROUGH THE ROOF TO A POINT NOT LESS THAN 0" ABOVE THE ROOF, AND NOT CLOSER THAN 5' -0" FROM THE EAVE OR EDGE OF A HIP OR GABLE ROOF OR FROM AN OUTER WALL OR A FLAT ROOF BUILDING. IN NO CASE SHALL A VENT TERMINATE AT A POINT CLOSER THAN 15' -0" FROM ANY WINDOW OR AIR INTAKE. B. PROVIDE CLEANOUTS AT THE BASE OF ALL SOIL STACKS. 50( INTERVALS ON BUILDING DRAINS, POINT WHERE BUILDING DRAIN LEAVES BUILDING END OF HORIZONTAL BRANCHES, AND CHANGE IN DIRECTION OF HORIZONTAL PIPING. C. HORIZONTAL DRAINS ARE NOT PERMITTED IN EXTERIOR WALLS OR IN UNHEATED SPACES WITHOUT SPECIAL PRECAUTIONARY MEASURES AND PERMISSION FROM THE BUILDER. 2. FOOTING DRAINS MIN. 4" RIGID PERFORATED PVC PIPE SDR 38 ASTM F840. A. PROVIDE FOOTING DRAINS AT ENTIRE PERIMETER OF BASEMENT FOOTINGS AND CRAWL SPACE FOOTINGS. B. FOOTING DRAIN SHALL BE SET ON 2" WASHED GRAVEL WITH 12" WASHED GRAVEL COVER. C. PROVIDE 4" NON - PERFORATED SCHEDULE 40 PVC RISER AT WINDOW WELLS. TERMINATE 3" BELOW WINDOW WITH PLASTIC GRATE. SECURELY FASTEN TO WALL WITH TWO STRAPS. D. ALL FOOTING DRAINS SHALL TIE INTO A STORM DRAINAGE SYSTEM PROVIDED BY THE LOCAL JURISDICTION. ROYAL RESIDENTIAL DESIGN, PLLC © COPYRIGHT 2008 3. NTERIOR ABOVE GRADE WATER SUPPLY TYPE "L" HARD TEMPER COPPER, BELOW GRADE WATER SUPPLY TYPE "K" COPPER. A. PROVIDE ACCESSIBLE SHUT OFF VALVES AT EACH HOT AND COLD WATER SUPPLY LINE AT EVERY FIXTURE. B. PROVIDE A MINIMUM OF THREE NON- FREEZE SILL COCKS ON OPPOSITE SIDES OF THE BUILDING. C. PROVIDE 12" AIR CHAMBERS AT EACH SUPPLY PIPE AT EVERY FIXTURE. D. PROVIDE VACUUM BREAKERS AT CONNECTION TO LAWN SPRINKLER SYSTEM AND OSE BIBBS. E. HOT WATER PIPING SHALL INCLUDE A RECIRCULATING RETURN LINE. F. WATER PIPING SHALL NOT BE INSTALLED IN EXTERIOR WALLS OR UNHEATED SPACES. G. PROVIDE HOT WATER HEATER(S) WITH DRAIN COCKS AND TEMPERATURE RELIEF VALVE. 4. GAS PIPING A. PROVIDE GAS PIPING IN ACCORDANCE WITH THE BOCA NATIONAL MECHANICAL CODE. B. PROVIDE A SHUT -OFF VALVE AT ALL GAS APPLIANCES. DIVISION 5 - ELECTRICAL SERVICE AND DISTRIBUTION 1. PROVIDE A FULLY GROUNDED ELECTRICAL SERVICE OF AMPERAGE REQUIRED BY ELECTRICAL DEMAND. 2. PROVIDE MAIN PANEL BOARD WITH SPARE CIRCUITS MAXIMUM OF 6 FEET FROM SERVICE ENTRANCE. 3. MAXIMUM 10 RECEPTACLES OR LIGHTS ON A CIRCUIT WITH #12 AWG WIRE. 4. ALL DIRECTLY CONNECTED HVAC AND KITCHEN APPLIANCES ARE TO BE DIRECT WIRED BY ELECTRICIAN. BASIC ELECTRICAL MATERIALS AND METHODS 1. RECEPTACLES A. ALL INTERIOR RECEPTACLES ARE TO BE GROUNDED TYPE. B. ALL EXTERIOR RECEPTACLES ARE TO BE WEATHERPROOF AND HAVE GROUND FAULT INTERRUPTION. C. MOUNT RECEPTACLES ON FIRST FLOOR, MASTER SUITE, AND SECOND FLOOR HALL IN BASEBOARD (APPROXIMATELY 2" ABOVE THE FLOOR). ALL OTHER RECEPTACLES SHOULD BE MOUNTED 16" ABOVE FLOORS, AND 10" ABOVE COUNTERTOPS. D. OUTLETS WITHIN 6 FEET OF SINK OF WET LOCATION SHALL HAVE CFI PROTECTION. ALL OUTLETS DESIGNATED TO BE GFI ARE TO BE UL LISTED GFI OUTLETS, ONLY STANDARD OUTLETS ON A GFI CIRCUIT. GFI CIRCUITS MAY ONLY BE USED FOR THOSE DIRECT WIRED APPLIANCES AND FIXTURES. E. VERIFY DESIGN AND COLOR OF DEVICES AND COVER PLATES WITH BUILDER. 2. SWITCHES A. WALL SWITCHES ARE TO BE MOUNTED 46" ABOVE THE FLOOR. B. VERIFY DESIGN AND COLOR OF WALL SWITCHES AND COVER PLATES WITH BUILDER. 3. LIGHTING A. RECESSED LIGHTING FIXTURES SHALL BE LOCATED A MINIMUM OF 2" FROM ANY SURROUNDING WOOD. RECESSED LIGHT FIXTURES IN INSULATED CEILINGS SHALL BE "IC" TYPE. B. ALL CLOSET FIXTURES SHALL BE FLUORESCENT CEILING OR WALL MOUNT LIGHT FIXTURES WITH LENS AND BE 1'6" FROM REAR OF CLOSET UNLESS OTHERWISE NOTED. 4. SMOKE DETECTORS A. PROVIDE UL APPROVED AC POWERED (W/ BATTERY BACKUP) SMOKE DETECTORS CONNECTED TO A SEPARATE, LOCKED -ON CIRCUIT. B. PROVIDE SEPARATE RACEWAYS FOR SMOKE DETECTOR WIRING. C. INTERCONNECT SMOKE DETECTORS AND ALL FANS TO SHUT DOWN FANS AT ACTUATION OF ANY SMOKE DETECTOR. 5. MISCELLANEOUS A. TV JACKS ARE TO BE PRE -WIRED FOR CABLE TV. COORDINATE COMPATIBILITY AND I NSTALLATION WITH LOCAL CABLE TV COMPANY. B. ALLOW FOR CAT 5 WIRING INCLUSIVE OF APPLIANCE ACCESSIBILITY. NOTE: MINIMUM REQUIRED FINISH WALL MATERIAL & HEIGHT IN THE SHOWER Sc BATH AREAS. R307.2. RECEIVED CITY OF TUKWILA NOV 1,2 /OM PERMIT CENTER ROYAL RESIDENTIAL DESIGN, PLLC 253-332-9765 FAX: 253 -867 -2771 • royaldesign3 @gmail.com 1071 ANDOVER PARK E TUKWILA, WA 98188 -7615 EVERY EFFORT HAS BEEN TAKEN TO ENSURE THE ACCURACY OF THESE DRAWINGS, HOWEVER THE CONTRACTOR SHALL CHECK AND VERIFY ALL INFORMATION CONTAINED IN THE DRAWINGS, AND THE SITE CONDITIONS PRIOR TO COMMENCING CONSTRUCTION.THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLEY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT BY THE PERSONS NAMED HEREON. NO OTHER USE OF THE DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF ROYAL RESIDENTIAL DESIGN. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND /OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. © COPYRIGHT 2008 PROJECT REVISIONS DATE ISSUED JOB NO. ISSUED FOR PERMIT ADDITION GSN 11/05/08 A0806 SHEET NO. G1 TABLE 3 -1 MINIMUM SOURCE SPECIFIC VENTILATION CAPACITY REQUIREMENTS ® INTERMITTENTLY OPERATING BATHROOMS KITCHENS 50 CFM 100 CFM CONTINUOUS OPERATION 20 CFM 25 CFM ROYAL RESIDENTIAL DESIGN, PLLC O COPYRIGHT 2008 ROYAL RESIDENTIAL DESIGN, PLLC O COPYRIGHT 2008 GENERAL NOTES: A. ALL WORK TO BE CONFORMANCE WITH 2006 IRC. B. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. C. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. D. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. E. ALL SHOWER WALLS TO BE WATERPROOF TO MINIMUM 72" ABOVE DRAIN. F. SHOWER TO BE LIMITED TO MAXIMUM 2.5 G.P.M. FLOW. G. ALL GLAZING WITHIN 60" ABOVE DRAIN INLET TO BE SAFETY GLASS (S.G.). H. ALL GLAZING WITHIN 24" OF DOOR OR WITHIN 18" OFF THE FLOOR TO BE SAFETY GLASS (S.G.). I. ALL SKYLIGHTS TO BE PER IRC R308.6. J. EGRESS: EVERY ROOM USED FOR SLEEPING PURPOSES SHALL HAVE AT LEAST ONE WINDOW OR EXTERIOR DOOR FOR EMERGENCY EXIT OR RESCUE. A WINDOW WITH A SILL HIGH OF LESS THAN 44 ", A CLEAR OPEN ABLE AREA OF NOT LESS THAN 5.7 SQUARE FEET OF NET OPEN AREA, CLEAR OPENING OF 24" HT. AND MINIMUM 20 "FOR WIDTH. K. R303: ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. IN BATHROOM, WATER CLOSETS, COMPARTMENTS, LAUNDRY ROOMS AND SIMILAR ROOMS A FAN CONNECTED DIRECTLY TO THE OUTSIDE AND CAPABLE OF PRODUCING 5 CHANGES OF AIR PER HOUR MAY BE INSTALLED INSTEAD OF OPERABLE WINDOWS. L. ALL SHOWER AREAS SHALL BE FINISHED WITH A SMOOTH NONABSORBENT MATERIAL SUCH AS CERAMIC TILE, PORTLAND CEMENT OR APPROVED EQUAL, TO HIGH OF 72" ABOVE THE FLOOR. THIS MATERIAL SHALL BE INSTALLED OVER A MATERIAL NOT ADVERSELY AFFECTED BY MOISTURE SUCH AS WATER RESISTANT PLASTERBOARD. M. LOW- CONSUMPTION WATER CLOSET; 1.6 GPF OR LESS N. THE ENCLOSED USABLE SPACE UNDER STAIR TO BE I HOUR FIRE RESISTIVE CONSTRUCTION ON THE WALLS AND SOFFIT, 5/8" U.L APPROVED GYPSUM WALLBOARD ON WALLS AND 5/8 "TYPE "X" ON CEILING. 0. EVERY DWELLING SHALL BE PROVIDED WITH APPROVED DETECTORS OF PRODUCTS OF COMBUSTION OTHER THAN HEAT, MOUNTED ON THE CEILING OR WALL WITHIN 12" FROM CEILING AT POINT CENTRALLY LOCATED IN THE AREA GIVING ACCESS TO ROOMS USED FOR SLEEPING PURPOSES AND IN ALL BEDROOMS. (IN NEW CONSTRUCTION REQUIRED FOR THE SMOKE DETECTORS). P. APPROVED WOOD STOVE - FOLLOW MANUFACTURERS REQUIREMENTS FOR PROPER INSTALLATION. NON- COMBUSTIBLE HEARTH 54" DEEP X" WIDE OR AS REQUIRED BY WOOD STOVE MANF. 0 1 tro 3 -6 U 0 U 0 LO O d 0 0 REF'R PROP 13/8 x ®I00 7' -7" D/W (f) 0 N EXISTING BEDROOM 2 14' -52" EXISTING BEDROOM 1 4 -4 CS SED KITCHEN =N ISLAND PROPOSED CLOSET 6x2 PROPOSED CLOSET 2 x 13/8 YU.1� EXISTING WINDOW TO BE REMOVED LUAMMHAMUMMINMEEMMMORMIANNMEMMI SCALE: I /4 " =I' -0" PROPOSED LIVING AREA 13/8 x 18 L SD (0 Y N 26 110V EXISTING BATH I � EXISTING CLOSET EXISTING CLOSET n 3' -6" co c0 0 N EXISTING CLOSET D 8' -0 PROPOSED LAUNDRY ®50 WALL TO BE REMOVE EXISTING BEDROOM 3 6' -3 � " z EXISTING WINDOW TO BE REMOVED EXISTING CLOSET TO BE REMOVE will (604 ✓pd EXISTING FAMILY ROOM D 0 N 0 N cn O N I 0 N U 0 0 0 4 i 'o NEW WINDOW '0 0 GO N t rec's exisfiny kaiksn Shall bt KGrnivstd MAIN FLOOR PLAN (EXISTING &PROPOSED) SMOKE DETECTORS A smoke dectector shall be installed in each Habitable room. A smoke detector shall be centrally located on each floor. 110D An additional smoke detector shall be installed in each location where there is a ceiling height change greater than 24 ". Smoke detectors are to be 110v,interconnected,with a battery backup: KEY EXISTING WALLS TO BE REMOVE PROPOSED WALLS EXISTING WALLS ROYAL RESIDENTIAL DESIGN, PLLC © COPYRIGHT 2008 330 RECEIVED CITY OF TUKWLA NOV 1 2008 PERMIT CENTER ROYAL RESIDENTIAL DESIGN, PLLC 253-332-9765 FAX: 253 -867 -2771 • royaldesign3@gmail.com 1071 ANDOVER PARK E TUKWILA, WA 98188 -7615 EVERY EFFORT HAS BEEN TAKEN TO ENSURE THE ACCURACY OF THESE DRAWINGS, HOWEVER THE CONTRACTOR SHALL CHECK AND VERIFY ALL INFORMATION CONTAINED IN THE DRAWINGS, AND THE SITE CONDITIONS PRIOR TO COMMENCING CONSTRUCTION.THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLEY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT BY THE PERSONS NAMED HEREON. NO OTHER USE OF THE DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF ROYAL RESIDENTIAL DESIGN. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND /OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. © COPYRIGHT 2008 PROJECT cr O I tO W O 4 Q J > � J W I T - � Q O � � REVISIONS DATE ISSUED JOB NO. ISSUED FOR PERMIT ADDITION MAIN FLOOR PLAN SHEET NO. Al 03/26/08 A0806 AREA TABULATION EXISTING PROPOSED TOTAL MAIN FLOOR LIVING 790 SQ. FT. 703 SQ. FT. 1,493 SQ. FT. ROYAL RESIDENTIAL DESIGN, PLLC O COPYRIGHT 2008 ROYAL RESIDENTIAL DESIGN, PLLC O COPYRIGHT 2008 GENERAL NOTES: A. ALL WORK TO BE CONFORMANCE WITH 2006 IRC. B. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. C. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. D. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. E. ALL SHOWER WALLS TO BE WATERPROOF TO MINIMUM 72" ABOVE DRAIN. F. SHOWER TO BE LIMITED TO MAXIMUM 2.5 G.P.M. FLOW. G. ALL GLAZING WITHIN 60" ABOVE DRAIN INLET TO BE SAFETY GLASS (S.G.). H. ALL GLAZING WITHIN 24" OF DOOR OR WITHIN 18" OFF THE FLOOR TO BE SAFETY GLASS (S.G.). I. ALL SKYLIGHTS TO BE PER IRC R308.6. J. EGRESS: EVERY ROOM USED FOR SLEEPING PURPOSES SHALL HAVE AT LEAST ONE WINDOW OR EXTERIOR DOOR FOR EMERGENCY EXIT OR RESCUE. A WINDOW WITH A SILL HIGH OF LESS THAN 44 ", A CLEAR OPEN ABLE AREA OF NOT LESS THAN 5.7 SQUARE FEET OF NET OPEN AREA, CLEAR OPENING OF 24" HT. AND MINIMUM 20 "FOR WIDTH. K. R303: ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. IN BATHROOM, WATER CLOSETS, COMPARTMENTS, LAUNDRY ROOMS AND SIMILAR ROOMS A FAN CONNECTED DIRECTLY TO THE OUTSIDE AND CAPABLE OF PRODUCING 5 CHANGES OF AIR PER HOUR MAY BE INSTALLED INSTEAD OF OPERABLE WINDOWS. L. ALL SHOWER AREAS SHALL BE FINISHED WITH A SMOOTH NONABSORBENT MATERIAL SUCH AS CERAMIC TILE, PORTLAND CEMENT OR APPROVED EQUAL, TO HIGH OF 72" ABOVE THE FLOOR. THIS MATERIAL SHALL BE INSTALLED OVER A MATERIAL NOT ADVERSELY AFFECTED BY MOISTURE SUCH AS WATER RESISTANT PLASTERBOARD. M. LOW- CONSUMPTION WATER CLOSET; 1.6 GPF OR LESS N. THE ENCLOSED USABLE SPACE UNDER STAIR TO BE I HOUR FIRE RESISTIVE CONSTRUCTION ON THE WALLS AND SOFFIT, 5/8" U.L APPROVED GYPSUM WALLBOARD ON WALLS AND 5/8 "TYPE "X" ON CEILING. 0. EVERY DWELLING SHALL BE PROVIDED WITH APPROVED DETECTORS OF PRODUCTS OF COMBUSTION OTHER THAN HEAT, MOUNTED ON THE CEILING OR WALL WITHIN 12" FROM CEILING AT POINT CENTRALLY LOCATED IN THE AREA GIVING ACCESS TO ROOMS USED FOR SLEEPING PURPOSES AND IN ALL BEDROOMS. (IN NEW CONSTRUCTION REQUIRED FOR THE SMOKE DETECTORS). P. APPROVED WOOD STOVE - FOLLOW MANUFACTURERS REQUIREMENTS FOR PROPER INSTALLATION. NON- COMBUSTIBLE HEARTH 54" DEEP X" WIDE OR AS REQUIRED BY WOOD STOVE MANF. 0 1 tro 3 -6 U 0 U 0 LO O d 0 0 REF'R PROP 13/8 x ®I00 7' -7" D/W (f) 0 N EXISTING BEDROOM 2 14' -52" EXISTING BEDROOM 1 4 -4 CS SED KITCHEN =N ISLAND PROPOSED CLOSET 6x2 PROPOSED CLOSET 2 x 13/8 YU.1� EXISTING WINDOW TO BE REMOVED LUAMMHAMUMMINMEEMMMORMIANNMEMMI SCALE: I /4 " =I' -0" PROPOSED LIVING AREA 13/8 x 18 L SD (0 Y N 26 110V EXISTING BATH I � EXISTING CLOSET EXISTING CLOSET n 3' -6" co c0 0 N EXISTING CLOSET D 8' -0 PROPOSED LAUNDRY ®50 WALL TO BE REMOVE EXISTING BEDROOM 3 6' -3 � " z EXISTING WINDOW TO BE REMOVED EXISTING CLOSET TO BE REMOVE will (604 ✓pd EXISTING FAMILY ROOM D 0 N 0 N cn O N I 0 N U 0 0 0 4 i 'o NEW WINDOW '0 0 GO N t rec's exisfiny kaiksn Shall bt KGrnivstd MAIN FLOOR PLAN (EXISTING &PROPOSED) SMOKE DETECTORS A smoke dectector shall be installed in each Habitable room. A smoke detector shall be centrally located on each floor. 110D An additional smoke detector shall be installed in each location where there is a ceiling height change greater than 24 ". Smoke detectors are to be 110v,interconnected,with a battery backup: KEY EXISTING WALLS TO BE REMOVE PROPOSED WALLS EXISTING WALLS ROYAL RESIDENTIAL DESIGN, PLLC © COPYRIGHT 2008 330 RECEIVED CITY OF TUKWLA NOV 1 2008 PERMIT CENTER ROYAL RESIDENTIAL DESIGN, PLLC 253-332-9765 FAX: 253 -867 -2771 • royaldesign3@gmail.com 1071 ANDOVER PARK E TUKWILA, WA 98188 -7615 EVERY EFFORT HAS BEEN TAKEN TO ENSURE THE ACCURACY OF THESE DRAWINGS, HOWEVER THE CONTRACTOR SHALL CHECK AND VERIFY ALL INFORMATION CONTAINED IN THE DRAWINGS, AND THE SITE CONDITIONS PRIOR TO COMMENCING CONSTRUCTION.THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLEY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT BY THE PERSONS NAMED HEREON. NO OTHER USE OF THE DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF ROYAL RESIDENTIAL DESIGN. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND /OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. © COPYRIGHT 2008 PROJECT cr O I tO W O 4 Q J > � J W I T - � Q O � � REVISIONS DATE ISSUED JOB NO. ISSUED FOR PERMIT ADDITION MAIN FLOOR PLAN SHEET NO. 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M MIN M��. �IMMIMM .MOMM.MM��MMOIS.M.MOM MMOMMII.MMEMMEMMIW /� MMOMMEMOOMMOOMMI I M MM MM.uu.uu.I.u.EMOMMEMOMMI •M IMM M M .•• u.••••. sIIMM EMOMMINIMM•••s.uMMOMMOiu•M•• ' ■ ..............................IMMOMO. MMM.. M.......... MM. MMOM MMOMMMM■.MMM.....MMMMMMMMMMM.P" ...............MMM.MMM...MMMIMMOMM...........MMIMMMMMMM...■■M.MMM.....MIMM.MMM.....MMM.M► ■ MMM. MMMMM .M.MMMMMMM.MMMMMM..MMMMMMMMMM.. MME. MMMMM. M..... MMM.....MMMMMMM......MM.MMMMMOP" PROPOSED RIGHT ELEVATION (NORTH EAST) SCALE: I /4 " =1' -0" SCALE: I /4 " =I' -0" PROPOSE WINDOW \— EXISTING DOOR EXISTING ROOF LINE PROPOSED MAIN FLOOR `— PROPOSED DOOR ■■.■■■....■..■.■■■■■■■■■■■.■...■■.■.■■■■■■■■■■■■W I'rrrrrrrr L i LtitiY {4 tititi WMY1 WE i EXISTING LEFT ELEVATION (SW) SCALE: I/8' =1' -0' EXISTING ROOF LINE PROPOSED ROOF PROPOSE WINDOW EXISTING WINDOW PROPOSED LEFT ELEVATION (SOUTH WEST) PROPOSED ROOF 2' -0" EXISTING ROOF ROOF PITCH 12 FIELD VERIFY — I 6 TO MATCH EXISTING MAIN FLOOR . TOP 4 ROOF OVERHANG 2' -0" TYPICAL UNLESS VOTED OTHERWISE MAIN EXISTING FLOOR 'Ms 339 ROYAL RESIDENTIAL DESIGN, PLLC © COPYRIGHT 2008 RECEIVED CITY OF TUKWILA NOV 12 2008 PERMIT CENTER ROYAL RESIDENTIAL DESIGN, PLLC 253-332-9765 FAX: 253 -867 -2771 • royaldesign3 @gmail.com 1071 ANDOVER PARK E TUKWILA, WA 98188 -7615 EVERY EFFORT HAS BEEN TAKEN TO ENSURE THE ACCURACY OF THESE DRAWINGS, HOWEVER THE CONTRACTOR SHALL CHECK AND VERIFY ALL INFORMATION CONTAINED IN THE DRAWINGS, AND THE SITE CONDITIONS PRIOR TO COMMENCING CONSTRUCTION.THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLEY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT BY THE PERSONS NAMED HEREON. NO OTHER USE OF THE DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF ROYAL RESIDENTIAL DESIGN. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND /OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. © COPYRIGHT 2008 PROJECT REVISIONS DATE ISSUED JOB NO. ISSUED FOR PERMIT ADDITION EXISTING /PROPOSED ELEVATIONS SHEET NO. A2 11/05/08 A0806 FLOOR AREA, FT2 MINIMUM FLEX DIAMETER MAXIMUM LENGTH FEET MINIMUM SMOOTH DIAMETER BEDROOMS MAXIMUM ELBOWS (I) 50 4INCH 2 OR LESS 3 70 4 50 5 90 6 100 7 50 8 NO LIMIT MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. LESS THAN 500 50 75 65 98 80 120 95 143 110 165 125 188 140 210 501 -1000 55 83 70 105 85 128 100 150 115 173 IN 195 145 218 I 1001 -1500 I 60 90 75 113 90 135 105 158 120 180 135 203 150 225 1501 -2000 65 98 80 120 95 143 110 165 125 188 140 210 155 233 2001 -2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 2501 -3000 75 113 90 135 105 158 120 180 135 203 150 225 165 248 3001 -3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501 -4000 85 128 100 150 115 173 130 195 145 218 160 240 175 263 4001 -5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278 5001 -6000 105 158 120 180 135 203 150 225 165 248 180 270 195 293 6001 -7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 7001 -8000 125 188 140 210 155 233 170 255 185 278 200 300 215 323 8001 -9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 GREATER THAN 9000 145 218 160 240 175 263 190 285 205 308 220 330 235 353 FAN TESTED CFM AT 0.25' W.G. MINIMUM FLEX DIAMETER MAXIMUM LENGTH FEET MINIMUM SMOOTH DIAMETER MAXIMUM LENGTH FEET MAXIMUM ELBOWS (I) 50 4INCH 25 4 INCH 70 3 50 5 INCH 90 5 INCH 100 3 50 6 INCH NO LIMIT 6 INCH NO LIMIT 3 80 4 INCH (2) NA 4 INCH 20 3 80 5 INCH 15 5 INCH 100 3 80 6 INCH 90 6 INCH NO LIMIT 3 100 5 INCH NA 5 INCH 50 3 100 6 INCH 45 6 INCH NO LIMIT 3 125 6 INCH 15 6 INCH NO LIMIT 3 125 7 INCH 70 7 INCH NO LIMIT 3 INTERMITTENTLY OPERATING BATHROOMS KITCHENS 50 CFM 100 CFM CONTINUOUS OPERATION 20 CFM 25 CFM ROYAL RESIDENTIAL DESIGN, PLLC 0 COPYRIGHT 2008 INSULATION I. N/A ROYAL RESIDENTIAL DESIGN, PLLC 0 COPYRIGHT 2008 2006 WASHINGTO\ TABLE 6 -1 (CLIMATE ZONE I) OPTION IV JOB TYPE: NEW CONSTRUCTION OCCUPANCY: SINGLE FAMILY FUEL: GAS CLIMATE ZONE I WINDOW U -VALUE .35 DOORS U -VALUE .20 CEILING WITH ATTICS R -38 CEILING VAULTED R -30 (MAX AREA 500 SQ. FT.) ABOVE GRADE WALLS R -2I BELOW GRADE WALLS INTERIOR R -21 BELOW GRADE WALLS EXTERIOR R -I0 FLOORS R -30 SLABS R -I0 A. CEILINGS = R -38 (VAULT R -30 ) I. CEILINGS TO HAVE BAFFLES MAINTAINING I" MINIMUM AIRSPACE ABOVE INSULATION. 2. BAFFLES ARE TO EXTEND 6" ABOVE BATT INSULATION 3. BAFFLES ARE TO EXTEND 12" ABOVE BLOWN -IN INSULATION. B. NEW WALLS = 2x6 R -21 1. ALL EXTERIOR WALL CAVITIES, INCLUDING CAVITIES ISOLATED DURING FRAMING, MUST BE FILLED WITH UNCOMPRESSED INSULATION. 3. FACED BATTS ARE LAPPED AND ARE TO BE STAPLED TO FACE OF STUDS. UNFACED BATTS ARE TO BE FRICTION FIT WITH 4 MIL VISQUEEN STAPLED TO FACE OF STUDS OR VAPOR BARRIER PAINT WITH DRY CUP PERM RATE OF 1 MAX MAY BE SUBSTITUTED FOR 4 MIL VISQUEEN. 4. INSULATE BEHIND TUB /SHOWER, PARTITIONS AND CORNERS C. FLOORS = R -30 I. UNDER FLOOR INSULATION IS SUPPORTED BY LATH, TWINE OR BY OTHER NON- COMPRESSING MEANS. EXTERIOR GLUE TO BE USED ON SUB - FLOORS. 2. SLABS IN CONDITIONED SPACES THAT ARE NO LOWER THAN 24" BELOW FINISHED GRADE ARE TO BE INSULATED WITH R -I0 EXTRUDED POLYSTYRENE FOR A DISTANCE OF 24" INWARD FROM THE FOUNDATION WALL OR DOWN TO THE TOP OF THE FOOTING. DOOR U -VALUE = 0.20 I. EXTERIOR SWINGING DOORS IN HEATED SPACE WITH MAXIMUM U -VALUE OF 0.20. 2. ONE UNLABELED OR UNTESTED EXTERIOR SWING DOOR WITH THE MAXIMUM AREA OF 24 SQUARE FEET MAY BE INSTALLED PER UNIT FOR ORNAMENTAL, SECURITY, OR ARCHITECTURAL PURPOSES. PRODUCTS USING THIS EXCEPTION SHALL NOT BE INCLUDED IN EITHER THE U- FACTOR OR GLAZING AREA CALCULATION REQUIREMENTS. MOISTURE CONTROL 2. CRAWL SPACE MUST HAVE 6 MIL BLACK VISQUEEN GROUND COVER. 3. EXTERIOR DOORS AND WINDOWS ARE TO BE CAULKED AND WEATHER STRIPPED. 4. RECESSED LIGHT FIXTURES TO LIMIT AIR LEAKAGE PER WSEC 502.4.4. IN UNCONDITIONED AREAS. 5. ALL PLUMBING, ELECTRICAL AND HVAC PENETRATIONS IN FLOORS, WALLS AND CEILINGS ARE CAULKED AND SEALED 6. ELECTRICAL OUTLET AND LIGHT SWITCH BOXES ON EXTERIOR WALLS MUST BE SEALED AT THE BACK OF THE BOX OR EQUIPPED WITH A FACE PLATE GASKET. 7. SOLE PLATE IS CAULKED OR GLUED TO SUBFLOOR. 8. CAULK /SEAL RIM JOISTS BETWEEN STORIES. 9. WHEN PENETRATIONS NEED FIRE STOPPING REVEAL AND DISCUSS WITH YOUR BUILDING DEPARTMENT INSP. VAPOR RETARDERS: FLOOR EXTERIOR TaG PLYWOOD WALLS PVA PRIMER CEILINGS PVA PRIMER NOT REQ'D AT CEILING IF 12" OF AIR SPACE PROVIDED ABOVE INSULATION. STATE E \ERGY CODE FURNACE AND WATER HEATING I. HEATING DUCTS OUTSIDE OF THE CONDITIONED SPACE MUST BE INSULATED TO R -8. DUCT JOINTS AND SEAMS ARE TO BE SEALED WITH MATERIALS LISTED AND LABELED AS COMPLYING WITH UL 181A OR UL 181B. 2. IN UNHEATED AREAS, HOT AND COLD WATER PIPES ARE TO BE INSULATED TO R -3. 3. WATER HEATER STORAGE TANK TO BE LABELED AS MEETING THE 1987 NATIONAL APPLIANCE ENERGY CONSERVATION ACT. 4. ELECTRIC WATER HEATERS SHALL NOT BE PLACED DIRECTLY ON CONCRETE SLABS BUT INSTEAD SHALL BE PROVIDED WITH AN R -I0 PAD BETWEEN THE WATER HEATER AND THE SLAB. 5. LAVATORIES, TUBS AND SHOWERS ARE TO HAVE FLOW RESTRICTORS TO LIMIT HOT WATER DISCHARGE TO 2.5 GPM. FIREPLACES I. FIREPLACES ARE TO HAVE TIGHTLY FITTING GLASS OR METAL DOORS OR EQUIPPED WITH A FLUE DRAFT INDUCTION FAN. 2. FIREPLACES ARE TO HAVE OUTSIDE COMBUSTION AIR DUCTED TO FIREBOX. (MIN. 6 SQ. IN. NET FREE VENT AREA.) COMBUSTION AIR DUCT MUST BE EQUIPPED WITH AN ACCESSIBLE DAMPER. COMBUSTION AIR MUST ORIGINATE BELOW THE FIREBOX. 3. TIGHTLY FITTING FLUE DAMPER WITH MANUAL OR AUTOMATIC CONTROLS. GENERAL PROVISIONS 1. ALL STRUCTURAL SOFTWOOD PLYWOOD, PARTICLEBOARD, WAFER BOARD AND ORIENTED STRAND BOARD ARE STAMPED "EXPOSURE I" 2. RECESSED LIGHTS ARE I.C. RATED, DOUBLE WALL CAN LIGHTS. TYPICAL ROOF CONSTRUCTION TILE. ROOFING OVER I5# ROOFING FELT OVER 1/2" CDX OR 7/16" OSB SHT'G (CCX PLYWD AT EXPOSED EAVES) MFG. ROOF TRUSSES @ 24" O.C. 2X6 STUDS @16" O.C. W /R -21 INSULATION 7# FELT o/ 7/16" O.S.B. PLYWD. TYP. EXT. WALLS - SEE ELEV. FOR SIDING 2X4 TRT'D MUD SILL W/ \ "- X 10" ANCHOR BOLTS FINISHED GRADE 2006 IRC M 1401.3 PRESCRIPTIVE HEATING SYSTEM SIZING PER HEATING & COOLING EQUIPMENT SHALL BE SIZED ON BUILDING WADS CALCULATED IN ACCORDING WITH THE AIR CONDITIONING CONTRACTORS OF AMERICA MANUAL J, OR OTHER APPROVED HEATING 8 COOLING CALCULATION METHODOLOGIES ALL HEATING SYSTEMS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH INTERNATIONAL RESIDENTIAL CODE HEATING SYSTEM: DUCTED FORCED AIR MANUFACTURE PER CONTRACTOR VENTILATION SYSTEM SIZING PER WASH. STATE V.I.A.Q.0 TABLE 3 -2 SECTION 303 PRESCRIPTIVE SOURCE SPECIFIC EXHAUST VENTILATION PER V.I.A.Q.C. SECTION 303.3 LOCATION MIN. MANUFACTURE MODEL CFM -.25WG SONES KITCHEN BATH RM. MST BATH LAUNDRY 100 CFM 50 CFM 50 CFM PRESCRIPTIVE WHOLE HOUSE EXHAUST VENTILATION SYSTEM PER V.I.A.Q.C. SECTION 303.4.2 LOCATION MANUFACTURE PER SECTION 303.4.1.5 KITCHEN AREA '3/4" T &G PLYWOOD SUBFLOOR PST AS PER FND. PLAN ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL - MIN. WHIRLPOOL BROAN BROAN RC8920X S90 S90 100 CFM 84 CFM 84 CFM MODEL NUMBER CFM -.25WG KANALFLAKFANTECH FR -I10 W/ KIT REGIOOL RC8920X 100 CFM EXHAUST ONLY VENTILATION SYSTEMS DO NOT REQUIRE OUTDOOR AIR INLETS IF THE HOME HAS A DUCTED FORCED AIR HEATING SYSTEM THAT COMMUNICATES WITH ALL HABITABLE ROOMS AND THE INTERIOR DOORS ARE UNDERCUT TO A MINIMUM OF 1/2" INCH ABOVE THE SURFACE OF THE FINISH FLOOR COVERING. 3/4' G.W.B. TYP ON CEILINGS @ TRUSSES 18" MIN. CRAWL SPACE W/ 6 MIL VAPOR BARRIER (BLACK) TYPICAL R -30 INSULATION SONES 1.5 i' ��41�1.11lli1, iili ��I111111111�' FAMILY ROOM FLOOR JOIST PER PLAN BUILDING SECTION SCALE: I/4 " =1' -0" TABLE 3 -1 MINIMUM SOURCE SPECIFIC VENTILATION CAPACITY REQUIREMENTS TABLE 3 -2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LESS* MINIMUM AND MAXIMUM VENTILATION RATES: CUBIC FEET PER MINUTE (CFM) • FOR RESIDENCES THAT EXCEED 8 BEDROOMS, INCREASE THE MINIMUM REQUIREMENT LISTED FOR 8 BEDROOMS BY AN ADDITIONAL 15 CFM PER BEDROOM. THE MAXIMUM CFM IS EQUAL TO 1.5 TIMES THE MINIMUM. TYPICAL FLOOR CONSTRUCTION - FINISH FLOOR PER PLANS - 3/4" T &G PLYWOOD SUBFLOOR (GLUE AND NAIL) - 11 7/8 TJI's @ 16" o.c. (u.N.o.) - R -30 (MIN) INSULATION (0/ UNHEATED AREAS) 7 PROPOSED ROOF TRUSS OVER EXISTING STRUCTURE EXISTING AREA TYPICAL WALL CONSTRUCTION - SIDING AND /OR VENEER PER ELEVATIONS - TYVEK BUILDING WRAP OR EQ. - 2X6 STUDS @ 16" O.C. EXTERIOR WALLS AND PLUMBING WALLS U.N.O. 2X4 STUDS @ 16" O.C., INTERIOR PARTITIONS - R -21 (MIN) INSULATION - 1/2" GWB INTERIOR SHEATHING EXISTING ROOF F TABLE 3 -3 PRESCRIPTIVE EXHAUST DUCT SIZING ROYAL RESIDENTIAL DESIGN, PLLC ()COPYRIGHT 2008 I. FOR EACH ADDITIONAL ELBOW SUBTRACT 10 FEET FROM LENGTH. 2. FLEX DUCTS OF THIS DIAMETER ARE NOT PERMITTED WITH FANS OF THIS SIZE. TYPICAL ROOF CONSTRUCTION - COMP ROOFING - 1/2" CDX PLYWOOD OR OSB SHEATHING - MANUFACTURED TRUSSES @ 24" O.C., W/ R -38 (MIN) INSULATION U.N.O. - TRUSSES 24" O.C. W/ R -30 (MIN) INSULATION - 5/8" GWB CEILING ca SO ce Was* Do 339 CITY OF TUKWILA NOV 1 2 2008 PERMIT CENTER ROYAL RESIDENTIAL DESIGN, PLLC 253-332-9765 FAX: 253 -867 -2771 • royaldesign3©gmail.com 1071 ANDOVER PARK E TUKWILA, WA 98188 -7615 EVERY EFFORT HAS BEEN TAKEN TO ENSURE THE ACCURACY OF THESE DRAWINGS, HOWEVER THE CONTRACTOR SHALL CHECK AND VERIFY ALL INFORMATION CONTAINED IN THE DRAWINGS, AND THE SITE CONDITIONS PRIOR TO COMMENCING CONSTRUCTION.THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLEY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT BY THE PERSONS NAMED HEREON. NO OTHER USE OF THE DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF ROYAL RESIDENTIAL DESIGN. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND /OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. © COPYRIGHT 2008 1 PROJECT co oN o z tr) � � J > J W - � W Q O � (Y, 1 REVISIONS 1 DATE ISSUED JOB NO. ISSUED FOR PERMIT ADDITION BUILDING SECTION 11/05/08 A0806 SHEET NO. A3 1 ROYAL RESIDENTIAL DESIGN, PLLC 0 COPYRIGHT 2008 (6) ROYAL RESIDENTIAL DESIGN, PLLC 0 COPYRIGHT 2008 SOFFIT DETAIL SCALE: N.T.S. I "1 PROE: PROVIDE DRAIN AROUND ALL II CONC. FOUNDATION WALLS I THAT RETAIN EARTH AND IT I SHALL BE DISCHARGED INTO AN APPV'D DRIANAGE SYSTEM. PROVIDE CRASHED ROCK OR GRAVEL BASE AT LEAT 1'AT THE OUTSIDE AND 6 "MIN. ON THE INSIDE OF THE FOOTING. 5 TYP. WALL SECTION SCALE: N.T.S. NOTE: SEE STRUCTURAL ENGINEERING DETAILS FOR SITE SPECIFIC FRAMING NOTES (7) NOTES: NOTES: 1. "SIMPSON" H10 SEISMIC CLIPS AT EA. RAFTER & INTO BLKG. 2. 2 X SOLID BLKG. W/ 2" X 12" SCREENED VENTS @ 6' -0" O.C. 3. G.I. GUTTER ON 2 X 8 FASCIA 4. CONT. FASCIA 5. 2x SOFFIT JST NAILED TO RAFTERS 6. CONT. SOFFIT OF EXT. PLYWD OR OTHER EXT. RATED FINISH 7. CONTINUOUS SOFFIT VENT 8. CONT. LEDGER FOR SOFFIT JSTS 1. "SIMPSON" H10 SEISMIC CLIPS @ EA. RAFTER Sc INTO BLKG. 2. 2 X SOLID BLKG. W/ 2" X 12" SCREENED VENTS CO 6' -0" O.C. 3. G.I. GUTTER ON 2 X 8 FASCIA 4. ARCH COMP. ROOFING ( SEE ROOF PLAN ) - 30# FELT EA. COURSE - 1/2" RATED SHTH'G INDEX 32/16 MFG. TRUSSES © 24" O.C. - R -38 MIN. INSULATION -5/8" GYPSUM BD. CEILING 5. SOFFIT EAVE SEE DETAIL A. 6. SIDING (SEE ELEVATIONS) - 15# BLDG. PAPER (OR TYVEK) - 1/2" RATED SHEATHING - 2 X 6 STUDS CO 16" O.C. - R -21 INSULATION - 1/2" GYPSUM BD. 7. FLOOR FINISH -1/2" PART. BD. UNDERLAY -3/4" CDX PLYWOOD SUBFLOOR -11 7/8 TJI FL. JOISTS - R -30 MIN. INSULATION - (OVER UNHEATED SPACES) -1/2" GYPSUM BD. CEILING 8. 2 X RIM JOIST 9. R -30 MIN. INSULATION 10. FLOOR FINISH -1/2" PART. BD. UNDERLAY - 3/4" CDX PLYWOOD SUBFLOOR (1 6) - 2 X FLOOR JOISTS (SEE PLAN) - BATT INSUL (SEE GEN. NOTES) - CRAWLSPACE - 6 MIL BLACK "VISQUEEN" 11. 2 X 6 P.T. MUDSILL WITH 5/8" DIA. A.B. @ 48" O.C. W/ SIMPSON (14) BP5/8 BRG. > OR APPRVD EQ. (MIN. OF 2 PER PLATE & W /IN 12" OF ANY CORNER) 12. 4" N PERFORATED DRAIN TILE (WP. WHERE REQ'D) SLOPED TO STORM SEWER 13. #4 CONT. 14. #4 VERT ® 48" O.C. MAX ALT BEND 15. 7" MIN. EMBED 16. #4 CONT. 17. 6 MIL BLK. POLYTHYLENE OVERLAPPED 12" ON GROUND NOTE: SEE STRUCTURAL ENGINEERING DETAILS FOR SITE SPECIFIC FRAMING NOTES (2) (6) ( (3) (4) SEE ROOF NOTES X FOR DIMENTIONS EAVE AT TRUSSES SCALE: N.T.S. SCALE: N.T.S. DECK FRAMING DETAIL (14) (15) (15) NOTES: 1. DESIGNED WOOD TRUSSES 2. P.W. OR O..S.B. SHEETING (7/16 or 15/32) STARTER BOARDS AT OVERHANG, ROOF SHEATHING AT FIELD (OPTIONAL PER CONTRACTOR /OWNER) 3. 2X FASCIA (SEE ELEVATION) 4. 2X BLOCKING 5. NON -PERF. TYPE 15 FELT UNDERLAYMENT APPLIED PER A.R.M.A. 6. 28 GA.G.I. DRIP 7. ASPHALT SHINGLES APPLIED PER A.R.M.A. 8. G.I. GUTTER AND DOWNSPOUT WHERE OCCURS 9ATTACH PER MFR. RECOMENDATIONS) 9. INSULATION BAFFEL AS REQUIRED (1" AIRSPACE MIN.) NOTES: 1. OPEN RAIL BTWN SUPPORTS 2. VERT. SUPPORT BOLTED TO OUTSIDE OF JST SYSTEM & R.JST WITH NUT 1/2" DIA. M.B. PER STRUCTURAL ENGINEERING 3. 1x10 CEDAR TRIM 4. RIM JST 5. 6x BEAM 6. 6x POST 7. CONC. FTG. W/ SIMPSON #CB46 COLUMN BASE 8. 2x DECKING SPACED 1/4" APART 9. 2x12 P.T. JSTS 10. JOIST HANGER 11. 2x LEDGER WITH 1/2" DIA LAG BOLTS ©32" O.C. 12. 2X6 TOP RAIL 13. 1X1 ON TOP OF 2X6 14. 2X2 CEDAR BALLUSTERS 15. 2X4 BOTTOM PLATE 16. CEDAR DECKING 17. METAL FLASHING WITH DRIP EDGE 18. SIDING NOTE: PLACE BALLUSTERS TO PREVENT PASSAGE OF A 4" DIA. SPHERE (6) (5) (9) (4) (1) (7) (4) ( (12) (11) (10) (1) (9) (5) (6) r SCALE: N.T.S. ROUGH OPENING ATTIC ACCESS DETAIL ELEV.VIEW 7 WATER HEATER DETAIL SCALE: N.T.S ( 1) (2) eh NOTES: 1. 2x10 2. R -38 BLOWN -IN TYP. 3. TRUSSES 4. OVERHANG 3/8" TO MAX. 1/2" 5. 5/8" G.W.B. 6. U BEAD 7. FINISH EDGE 8. 5/8" WHEN FRAMING AT 24" O.C. 9. WEATHER STRIP NOTES: 1. 2X FRAMING AT 16" O.C. 2. GYPSUM WALLBOARD 3. 3/8 X3 1/2 SCREWS THROUGH BLOCK TO STUDS 4. 5. 6. 7. 8. 9. 2X4 LEDGER FLEXIBLE WATER CONNECTION VENT WATER HEATER FLEXIBLE GAS CONNECTION MIN 26 GA. 1 1/2 WIDE GALVANIZED METAL STRAP OR WASHINGTON STATE ARCHITECT APPROVED EARTHQUAKE STRAPPING PRODUCT 10. 18" HT MIN. W/H PLATFORM (SEE PLAN) 11. WATER TIGHT FAN BENEATH WATER HEATER WITH DRAIN TO EXTERIOR. 12. CONTROL. NOTE: A. WATER HEATER STRAPPING SHALL BE AT POINTS WITH THE UPPER ONE -THIRD (1/3) AND LOWER ONE -THIRD (1/3) OF ITS VERTICAL DIMENTIONS. AT THE LOWER POINT A MIN. DISTANCE OF FOUR INCHES AHALL BE MAINTAINED ABOVE THE CONTROLS WITH STRAPPING. (3) (4) (5) EXT. WALL ASSEMBLY SCALE: N.T.S. NOTES: 1. BOARD AND BATT SIDING 2. 2" TRIM 3. HORIZ. WOOD SIDING 10. WOOD BASE OR PER CONTRACTOR /OWNER ROYAL RESIDENTIAL DESIGN, PLLC © COPYRIGHT 2008 4. CONT. WEATHER BARRIER (TYVEK OR SIM.) 5. 1/2" PLYWD. SHT'G 6. 2x6 STUDS 16" o.c. 7. 1/2" TYPE GWB 8. R -21 INSUL. 9. 2x6 P.T. PLATE SET IN BED OF SEALANT AND ANCHORED PER SHEARWALL SCHEDULE. N$- 338 RECEIVED CITY OF TUKWILA NOV 1 2 2008 PERMIT CENTER ROYAL RESIDENTIAL DESIGN, PLLC 253332 -9765 FAX: 253 -867 -2771 • royaldesign3 @gmail.com 1071 ANDOVER PARK E TUKWILA, WA 98188 -7615 EVERY EFFORT HAS BEEN TAKEN TO ENSURE THE ACCURACY OF THESE DRAWINGS, HOWEVER THE CONTRACTOR SHALL CHECK AND VERIFY ALL INFORMATION CONTAINED IN THE DRAWINGS, AND THE SITE CONDITIONS PRIOR TO COMMENCING CONSTRUCTION.THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLEY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT BY THE PERSONS NAMED HEREON. NO OTHER USE OF THE DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF ROYAL RESIDENTIAL DESIGN. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND /OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. © COPYRIGHT 2008 PROJECT w 00 CD O I rn Q � > J W - � W Q O REVISIONS LO CO DATE ISSUED JOB NO. ISSUED FOR PERMIT ADDITION DETAILS SHEET NO. D1 11/05/08 A0806 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f'c) IBC TABLE 190422 SPECIES AND GRADE (BASE DESIGN VALUES) 2,500 PSI STRUCTURAL ELEMENT SPECIES /GRADE fb (P51) fv (PSI) fc (PSI) E (PSI) I. 6x BEAMS AND HEADERS DF NO.2 815 95 1300 1100000 2 . 4x BEAMS AND HEADERS DF NO. 2 815 95 1300 1100000 3. 2x JOIST HF NO. 1 950 15 1300 1500000 4. 6x POST DF NO. 1 1000 95 1450 1100000 5. 4X POST DF NO. 2 815 95. 1300 1600000 6. GLU -LAM BEAM 24F -V4, 24F -V8 2400 165 1300 1800000 1. 2.0 PARALLAM PSL - 2900 290 1650 2000000 8. 1.9E MICROLLAM LVL - 2600 285 2310 1900000 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f'c) IBC TABLE 190422 DEAD LOAD FOOTINGS AND FOUNDATIONS NOT EXPOSED TO WEATHER: 2,500 PSI BASEMENT WALLS AND FOUNDATION WALLS AND ALL OTHER VERTICAL SURFACES EXPOSED TO WEATHER, INCLUDING GARAGE SLABS, STEPS, AND ALL EXTERIOR FLATWORK 3,000 PSI VERTICAL LOADS: DEAD LOAD LIVE LOAD ROOF ACTUAL 25 PGF (SNOW) FLOOR ACTUAL 40 PSF GARAGE ACTUAL 50 P5F (or 3000" WHEEL LOAD) DECK ACTUAL 60 PSF 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 I5 THE SOLE RESPONSIBILITY OF NE GENERAL CONTRACTOR THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOBSITE SAFETY: ERECTION MEANS, AND SEQUENCES* TEMPORARY SHORING, FORMWORK, AND BRACING* USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE 2006 INTERNATIONAL BUILDING CODE (IBC) AND SEI /ASCE 1 -05 'MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES AS AMENDED BY LOCAL JUSRISDICTION LATERAL FORCES: LOCATION: 41.605592 LAT., - 122294589 LONGIT. ADDRESS: 12091 44T1-1 PL. S., TUKWILA, WA, 98118 2% PE IN 50 YR ( 2006 LAT -LON ) U5G5 -CD: 02 SEC. (5s) 1258 1.0 SEC. (51) 050g I. SEISMIC ( IBC 1615 - 1623 4 ASCE 9.0 ): SEISMIC DESIGN CATEGORY - D2 SITE CLASS - D SEISMIC USE GROUP - OCCUPANCY CATEGORY - II VERTICAL FORCES - GRAVITY ( IBC 1604 THRU 1608 ) DESIGN CRITERIA II. WIND ( IBC 1609 4 ASCE 6.0 85 MPH WIND SPEED EXPOSURE - IMPORTANCE FACTOR lw : 1.0 WIND SPEED UP: KzT :1.00 FOUNDATION DESIGN CRITERIA (IBC 1804 - 1806) : (GEO -TECH. REPORT NOT AVAILABLE) SOIL BEARING PRESSURE: 1500 PSF (ASSUMED) ACTIVE PRESSURE - RESTRAINED: 50 PCF (ASSUMED) ACTIVE PRESSURE - UNRESTRAINED: 35 PCF (ASSUMED) PASSIVE RESISTANCE: 250 PCF (ASSUMED) COEFFICIENT OF FRICTION: .35 (ASSUMED) ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH OR COMPACTED 'STRUCTURAL BACKFILL'. AREAS OVER EXCAVATED 51-IALL BE BACKFILLED WITH LEAN CONCRETE (f'c : 2000 PSI) OR 'STRUCTURAL BACKFILL'. CONCRETE CONCRETE: SHALL BE 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 METAL REINFORCEMENT: REINFORCEMENT 51-IALL CONFORM TO ASTM A -6I5, GRADE 40. SPLICE SHALL BE 24 BAR DIAMETERS OR 18' MINIMUM. PROVIDE CORNER BARS FOR ALL HORIZONTAL BARS IN WALLS AND FOOTINGS. 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 8E DRILLED AT THE DIAMETER AS SPECIFIED BY THE MANUFACTURER BASED ON THE DOWEL BAR OR THREADED ROD DIAMETER HOLES SHALL BE DRY AND CLEANED WITH PRESSURIZED AIR JUST PRIOR TO INSTALLING GROUT. THE REBAR DOWEL OR THREADED ROD SHALL BE CLEAN AND INSTALLED SLOWLY, AND SHALL BE ROTATED AS IT I5 PUSHED INTO THE HOLE. COLD WEATHER GROUTING SHALL BE DONE WITH PROPER GROUT FORMULA. EMBED (9) DIAMETERS MINIMUM UNLESS NOTED OTHERWISE IN PLANS AND DETAILS. GROUTING OPERATION SHALL BE INSPECTED BY AN AGENT AS RECOMMENDED BY THE OWNER CARPENTRY WOOD SHEATHING SHALL BE STRUCTURAL "1 PLYWOOD OR ORIENTED STRAND BOARD. PLYWOOD SHALL BE GROUP I OR GROUP 2 SPECIES, C -D GRAPE EXPOSURE 1 CONFORMING TO PS 1 -83. EACH PANEL SHALL BEAR THE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ORIENTED STRAND BOARD (058) SHALL BE APA RATED STRUCT. -I FOR ROOF AND WALLS AND APA RATED STURDY -I -FLOOR FOR FLOORS. EACH PANEL SHALL BE CLASSIFIED AS EXPOSURE 1 AND SHALL BEAR THE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION (APA). 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. FRAMING LUMBER STANDARDS: CONFORM TO WEST COAST LUMBER INSPECTION BUREAU (WCLIB), OR WESTERN WOOD PRODUCTS ASSOCIATION (UWPA). EACH PIECE SHALL BEAR THE SCLIB OR WWPA GRADE TRADE - MARK GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER 2003 IBC TABLE 2304.9.1 OR MORE, AS OTHERWISE SHOWN. PRESSURE TREAT ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY. PROVIDE CUT WASHERS WHERE BOLT HEADS, NUTS AND LAG SCREW HEADS BEAR ON WOOD. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS ALLOWED BY IBC SECTIONS 2308.10.42 . OR AS APPROVED PRIOR TO INSTALLATION. FRAMING CONNECTORS: SHALL HAVE IC50 APPROVAL AND BE MANUFACTURED BY SIMPSON COMPANY, SAN LEANDRO, CA., OR PRE - APPROVED EQUAL. PROVIDE MAXIMUM SIZE AND QUANTITY OF NAILS OR BOLTS PER MANUFACTURERL, EXCEPT AS NOTED OTHERWISE. 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 ICB0 REPORT AND APPROVED SHOP AND INSTALLATION DRAWINGS. WOOD TRUSSES: SHALL BE MANUFACTURED BY AN APPROVED TRUSS MANUFACTURER IN ACCORDANCE WITH APPROVED SHOP DRAWINGS. TRUSSES SHALL BE DESIGNED PER IBC SECTION TO CARRY THE LOADS LISTED IN THE DESIGN CRITERION AND ANY ADDITIONAL LOADS INDICATED ON THE FRAMING PLAN. PROVIDE 51-1OP AND INSTALLATION DRAWINGS PRODUCED UNDER THE SUPERVISION OF AND BEARING THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. REQUIREMENTS FOR FASTENERS IN TREATED MATERIAL: ALL HARDWARE AND FASTENERS IN PRESSURE TREATED MATERIAL SHALL BE SIMPSON GI85 I-IDG (HOT DIPPED GALVANIZED) OR 55T300 STAINLESS STEEL CONNECTORS OR EQUIVALENT. HOT DIPPED GALVANIZED FASTENERS SHALL BE USED WITH GI85 Z -MAX AND HDG CONNECTORS AND STAINLESS STEEL FASTENERS SHALL BE USED WITH S5T300 CONNECTORS. DD NOT USE STAINLESS STEEL FASTENERS WITH GI85 Z -MAX OR HDG CONNECTORS, ALL ANCHOR BOLTS, WASHERS, AND NUTS 51-1ALL 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. bo8 338 CITY OF TUKWILA NOV 12 2008 PERMIT CENTER ROYAL RESIDENTIAL DESIGN, PLLC 253-332-9765 FAX: 253 - 867 -2771 • royaldesign3 @gmail.com 1071 ANDOVER PARK E TUKWILA, WA 98188 -7615 11 N Z W Z 0 0 N J UJ I- W 00 z o Q � � W � Z Z 11.1 F Oo CO N% f J 1 k SI 1 1 1 1 r N VL 0 zrz z § o_ Project # : 03708 0 0 3 4' T4G PW SHEATHING - NAIL W/ 8d ' 6' O.C. EDGES AND ad 6 10'O.C.FIELD TJI JOISTS 6 16' O.G. 41 4 9 I6 O.C. EACH WAY- EXIST. SHEATHING- EXIST. JOISTS 9 16' O.C. EXIST. SHEATHING- EXIST. JOISTS e 16' O.C. BOTTOM OF FOOTING BEYOND. PIPE PARALLEL TO WALL. (2) "4 TOP EXIST. FOUNDATION EXIST.. FOUNDATION — 1' -4' II 1 0 Sd a 8' O.C. 1 1/2 1' -0' MIN SECTION NO EXCAVATION PERMITTED BELOW THIS LINE. STEP FOOTING AS REQUIRED. 1. THIS DETAIL SHOWS 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 SECTION Q3}1 ' : i' -0' SOLE PLATE NAILING PER SHEAR WALL SCHEDULE EDGE NAILING - SEE GENERAL NOTES 1 TIMBERSTRAND RIM BOARD TREATED SILL PLATE W/ • 5 /8' • A.B. 4 3/16' GALV. WASHERS. SEE SHEAR WALL SCHEDULE (2) "4 CONT. WI CORNER BARS 2X6 LGR NAIL TO EXIST. W/ S I6d 6 6' O.C. ix (STAGGER 3') 8d 6 8' O.C. 2X6 LGR NAIL TO EXIST. W/ 16d e 6'O.C. (STAGGER 3') 4' FEW. ORAN COVER W/ FILTER FABRIC • 2' -0' PIPE SLEEVE T4G PW SHEATHING - NAIL W/ 8d 9 6' O.C. EDGES AND ad m 10' O.C. FIELD 3/4' T4G PW SHEATHING- NO PIPE THROUGH FOOTINGS PERMITTED 6' CONCRETE ALL BIDES OF PIPE. I TJI JOISTS s 16' O.C. TJI JOISTS 6 16' O.C. TJI JOISTS *16' 0.C. 2X6X14'EACH SIDE U1/ (5)16d GALV. IN BEAM 4 (5) 16d GALV. IN POST PLACE ALT. BARS AS SHOWN. (2) "4 3 4' T4G PW SHEATHING- NAIL W/ 8d a 6' O.C. EDGES AND 8d 6 10' O.C. FIELD "4 a 16' O.C. EACH WAY (2) "4 TOP EXIST. SHEATHING- EXIST. JOISTS 6 16' O.C. EXIST. FOUNDATION \/ ANGLE EACH SIDE - SIMPSON A33 W/ (4)10d IN POST (4) SIMPSON PDP -150 POWDER ACTUATED FASTENERS IN CONCRETE USING SIMPSON PTP -21 1' = 1' -0' 8' I' -4' SECTION /\ '4•. TRUSSES SIMPSON A34 2' MIN 6' MAX 10' AND ABOVE. - 2X4 GABLE END WALL BRACE - LOCATE AT RIDGE 4 SPACE BAL. AT 8' -0' O.C. NOTE: BRACE MAY BE OMITTED IF INTERIOR — PERPENDICULAR WALL — OCCURS WHERE BRACE 15 REQUIRED 2x6 STUDWALL SOLE PLATE NAILING PER SHEAR WALL SCHEDULE EDGE NAILING - SEE GENERAL NOTES l"4' TIMBERSTRAND RIM BOARD gib' • A.B. 4 3/16' GALV. WASHERS. TREATED SILL PLATE W/ SEE SHEAR WALL SCHEDULE (2) "4 CONT. W/ CORNER BARS ad 6 8' O.C. TYPICAL REINFORCEMENT PLACING PLAN FOR CONCRETE WALLS E �-- 2X10 LGR NAIL " "45DSX3 SCREWS 9 8' O.C. S OR I '2 ' DIAMETER GALV. p� MB'S 9 16' O.C. I/16' PW SHEATHING - NAIL W/ 8d 9 6' O.C. EDGES 4 8d 9 12' O.G. INTERMEDIATE FRAMING MEMBERS 11 0 II I 6ECTION NOTES: 4' TIGHT LINE 4' FEW. DRAIN COYER W/ FILTER FABRIC /' T4G PW SHEATHING - NAIL W/ 8d 9 6' O.C. EDGES AND 8d s+ 10' O.C. FIELD TJI JOISTS 6 16' O.C. 1. VERT. REINF SHOWN 15 ADDL. IF NORMAL WALL REINF 15 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. 2X BEARING WALL PER PLAN 3 /4' T4G PW SHEATHING - NAIL W/ 8d 6 6' O.C. EDGES AND 8d e 10' O.C. FIELD TJI JOISTS 16' O.C. — 2X FLAT OUTRIGGER e 24' o:. GABLE END TRUSS PW - SEE SHEAR WALL SCHEDULE ON 51-IEET 51 FOR SPECIFIC NAILING 4X10 TREATED 4X4 AT CONT. SPAN BM. 4X6 AT BM. SPLICE (2) "4 EA. WAY EXIST. SHEATHING- EXIST. JOISTS 9 16' O.C. 8d SIMPSON GBC SIMPSON A35 g 24' O.C. • EDGE NAILING - SEE GENERAL NOTES HEADER PER PLAN EXIST. FOUNDATION — 2' -0' • C9 3 SECTION 1' =1' -0' 8d a 8' O.C. CORNER, OR DOOR OR WINDOW PANEL EDGE NAIL SPACING _ I_ • HOLDOWN REQ'D BOTH • +, EDGES OF SHEARWALL NAILING TO STUDS: USE MAX. QUANTITY STRA . 3 . SPECIFIED PER P 1 • I 1 g /e 'r 'J' BOLT W/ 3/I6' x 2' x 2' WASHERS AT EACH ANCHOR BOLTS (TYP.) SOLE PLATE NAILING PER SHEAR WALL 5CHEDULE EDGE NAILING - SEE GENERAL NOTES TJI BLOCKING AT BEARING WALL ONLY 2X6 X 14' EACH SIDE W/ (5)16d GALV. IN BEAM 4 (5)16d GALV. IN POST - ANGLE EACH SIDE - SIMPSON A33 W/ (4)10d IN POST (4) SIMPSON PDP -150 POWDER ACTUATED FASTENERS HEADER PER FLAN IN CONCRETE USING SIMPSON FTP-21 EDGE OF 5HEARWAL SEE FLOOR PLANS 3 /4' T4G PW SHEATHING- NAIL W/ 8d * 6' O.C. EDGES AND 8d 6 10' O.C. FIELD PANEL EDGE NAIL SPACING "4 DOWELS AT ALL HORIZ. REINF. LAP 20' MIN. DRILL IN ° is' DIA. X 6' HOLES AND EPDXY GROUT W/ SIMPSON SET -EPDXY TIE : SETI.IKT - TYP. ALL HORIZ. REINF. (2) STUDS SHEAR WALL EDGES. NAIL STUDS TO ADJACENT STUD W/ 10d 6 12' O.C. PANEL EDGE NAILING. ALSO NAIL TO TOP PLATES SAME AS EDGE OF SHEARWALL NAILING SHEAR WALL 51-IEATHING. NAIL TO INTERMEDIATE FRAMING 9 12' O.C. PANEL EDGE NAILING TO SILL PLATE IHOLDOWN DETAIL - STRAP HOLIDOWN MFRD. TRUSSES 2x6 STUDWALL SIMPSON HI EACH TRUSS MFRD. TRUSSES SHEATHING PER PLAN- NAIL W/ 8d "+ 6' O.C. EDGES 4 8d e 12' O.C. INTERMEDIATE FRAMING MEMBERS SHEAR WALL SHEATHING (2) STUDS SOLE PLATE NAILING FLOOR SHEATHING 2X SOLID BLK BELOW HOLDOWN RIM JOIST TREATED SILL PLATE SECTION RECEIVED CITY OF TUKWILA NOV 12 2008 PERMIT CENTER - PROVIDE 2x SOLID BLOCKING AT 'RBC' LOCATIONS ONLY. PW - SEE SHEAR WALL SCHEDULE ON 2' -0' SECTION SHEATHING PER PLAN- NAIL W/ 8d g 6' O.C. EDGES 4 8d * 12' O.C. INTERMEDIATE FRAMING MEMBERS SIMPSON RBC - SPACED AT 6' -0' O.C. NOTE: DO NOT ATTACH TO BIRDS MOUTH BLOCKING 8d 6+ 6' O.C. EDGE NAILING - SEE GENERAL NOTES SHEET 51 FOR SPECIFIC.NAILING MANUFACTURED VALLEY TRUSSES OR 2X4 STICK -FRAME SPACED AT 24' O.C. (MAX.) SIMPSON VTC2 VALLEY TRUSS CLIPS AT 24' O.C. - LOCATE ABOVE ROOF TRUSSES OR RAFTERS - NAIL TO TRUSS OR RAFTER W/ (4)10d AND TO VALLEY TRUSS W/ (5)10d p 06- 338 ROYAL RESIDENTIAL DESIGN, PLLC 253-332-9765 FAX: 253 - 867 -2771 • royaldesign3 @gmail.com 1071 ANDOVER PARK E TUKWILA, WA 98188 -7615 11 (i) z W Z 0 0 Z 0 Q u� O—I z Q 0uJ U.0 0 0 N 1 w o z w uz 1 1 1 1 P roject ## 03708 S 2 SHE4 UJ4LL SCHEDULE (I5C T4,15LE 23O .4.1) (1) (2)'4 .52 WALL TYPE (5) SHTG. (3) EDGE NAILING (GAGE x LENGTH) ( SOLE PL NAILING OR A.B. SPACING ABUTTING VERT. PW EDGES ABUTTING HORIZ. PW EDGES (9) . SOLE FL MUD SILL EDGE FRAMING (VERT) HOLDOUN TYPES REMARKS / DETAILS SHEAR (PLF) UPLIFT FORCE (1) e I5/32' PW Sd Q 4' O.C. (0.131' x 11/2') 5 %' A.B. Q 3V O.C. 2x6 2x6 2x6 2x6 2 -2x6 STHDI4RJ 5 150 pir 3.2 k DF foundation ventilation USE "V x 14' SCREENED FDN. VENTS DIMENSION (INCHES) (1) VENT = SQ. FT. NET FREE VENT AREA .52 FDN. AREA = NET VENT AREA REQ'D (N.V.A.) N.Y.A. = QTY. OF VENTS REQUIRED .52 '103 _ 4.60 VENTS REQUIRED 150 4.68 .52 9 10' ( 10 ) VENTS REQUIRED FOOTING SCHEDULE (1500 PSF ERG.) F'c : 2500 psi TYPE DIMENSION (INCHES) REINF. (EA. WAY) ALLOWABLE LOAD (KIPS) 'L' (EA. WAY) THICKNESS r- - - --I ®A L - - -- 24' 10' (3) M 5.5 K - -�\ 24' 10' (2) N4 43 K \ _ �/ ROYAL RESIDENTIAL DESIGN, PLLC 0 COPYRIGHT 2008 ROYAL RESIDENTIAL DESIGN, PLLC (l COPYRIGHT 2008 NOTE: FOR ALL OTHER EXTERIOR WALLS NOT SPECIFIED IN SCHEDULE ABOVE, SEE NOTE 1. IN 'SHEAR WALL SCHEDULE NOTES' BELOW. SHEAR WALL SCHEDULE NOTES (MAIN FLOOR): 1. WALLS NOTED IN SCHEDULE ABOVE ARE SHEAR WALLS WITH SPECIFIC NAILING, ABUTTING HORIZONTAL AND VERTICAL PW EDGE FRAMING, AND AB. SPACING. ALL OTHER EXTERIOR WALLS ARE DESIGNATED AS MINIMUM SHEAR WALL PANELS WIN NAILING REQUIREMENTS PER NOTES 2. THRU 8. 2. MINIMUM NAILING UNLESS NOTED ABOVE, PROVIDE COMMON OR GALVANIZED BOX ad m 6' O.C. EDGES AND 12' O.C. FIELD. 3. BLOCK ALL UNSUPPORTED HORIZONTAL ABUTTING PW EDGES W/ BLOCKING SIZE PER SCHEDULE. ALL VERTCIAL ABUTTING PW EDGES SHALL BE SIZED PER SCHEDULE. 4. SHEAR NAILING APPLIES TO ALL ABUTTING PW EDGE FRAMING (STUDS AND BLKG.), AND TOP AND BOTTOM PLATES. 5. ALL EXTERIOR SHEATHING SHALL MATCH THE TYPE SPECIFIED IN SCHEDULE. 6. ANCHOR BOLTS 51-1ALL BE 5 ia' DIAMETER X I0' 'J' FOR 2X MUDSILL OR S %a' DIAMETER X 12' 'J' FOR 3X MUDSILL (TIED IN PLACE). UNLESS NOTED ABOVE, SPACE AT 48' MAX. PROVIDE (2) ANCHOR BOLTS MIN. PER PLATE. PROVIDE 3'x3'xI /4' GALV. WASHERS AT EACH ANCHOR BOLT. 1. ALL FRAMING MEMBERS SHALL BE HEM -FIR UNLESS NOTED 'DF' (DOUG FIR) IN SCHEDULE. a ALL EXTERIOR AND INTERIOR SHEAR WALL STUDS SHALL BE 2X6 (EXTERIOR) OR 2X4 (INTERIOR) SPACED AT 16' O.C. 9. SOLE PLATE 91-1ALL MATCH ABUTTING HORIZONTAL PW EDGE FRAMING IF FLU EDGE IS LOCATED ALONG PLATE CENTERLINE. 10. SOLE PLATE NAILING SHALL BE 16d 9 12' O.C. MAX. ILESS NOTED IN SCHEDULE. 0 ch ��Tiii�i�*iiiffi� -+• I; 11 L J r_ I I I 4 -t • 1 j_ 11' -8' CI\4WL SPACE' 006(BLACK) 1 VISQUEEN YAMS. _ _ BARRIER THROUGHOUT CRAWL SPACE. 4 - 1 : 1114. 171 12' S2 2 i 26' -3' 1 B / x \ B/ 3/ 3 3 /4' T4G PW SEATHING - \ S2) NAIL W/ 8c1 6 6' O.C. EDGES 4 8d 610' O.C. INTERMEDIATE FRAMING MEMBERS DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 4 - 1 r - r L L S2 61 D08- 33 FOUN4TION / MAIN FLOOR F4MIN& PLAN FOUNDATION 4 FRAMING NOTES: ROYAL RESIDENTIAL DESIGN, PLLC © COPYRIGHT 2008 I. ALL FLOOR BEAMS SHALL BE 4XI0 DF*2 UNLESS NOTED OTHERWISE ON PLAN. NOTE: LOCATE BEAMS UNDER BEARING WALL WHERE INDICATED. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED GLACIAL TILL OR STRUCTURAL FILL. SEE GENERAL NOTES FOR ASSUMED SOIL LATERAL OR VERTICAL BEARING PRESSURES. THE CONTRACTOR SHALL FOLLOW THE AVAILABLE GEO- TECHNICAL REPORT FOR RECOMMENDED SITE PREPARATIONS BEFORE CONSTRUCTING THE FOUNDATION. 3. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. ANY FIELD CUTS, NOTCHES, AND DRILLED HOLES SHALL BE RE- TREATED PER AWPAM4. 4. ALL FASTNERS 4 HARDWARE IN PRESSURE TREATED OR FIRE - RETARDANT WOOD SHALL BE SIMPSON 'ZMAX' (G185 HDG PER ASTM A653). 5. PROVIDE DOUBLE JOIST OR BEAM BELOW INTERIOR BRACED OR BEARING WALLS. PROVIDE INTERIOR STEM WALL FOUNDATION BELOW SHEAR WALLS IF REQUIRED PER DETAIL. 6. PROVIDE 5 ia' DIA. GALV. ANCHOR BOLTS EMBEDDED T MIN. IN CONC. PROVDE PLATE WASHERS AT EA. ANCHOR BOLT. SEE GENERAL NOTES. 1. PROVIDE APPROPRIATE BLOCKOUTS IN FOOTINGS OR STEM WALLS FOR PLUMBING 4 ELECTRICAL STUB -OUTS PER ARCH. PLANS. COORDINATE LOCATIONS IN SITE WITH CONTRACTOR a PROVIDE CRAWLSPACE ACCESS PER IBC AND ARCH. PLANS. COORDINATE LOCATION IN SITE WITH CONTRACTOR 9. PROVIDE CRAWL SPACE VENTILATION PER IBC AND ARCH. PLANS. NOTE: DO NOT LOCATE VENTS WITHIN 6' OF ANY HOLDOUJN STRAPS OR ANCHOR BOLTS. 10. FOR TIP. PLACEMENT OF HORIZONTAL REINFORCEMENT IN CONCRETE STEM WALLS OR FOOTINGS, SEE DETAIL 14/52. II. FOR TYP. DETAIL OF PIPE NEAR FOOTINGS, SEE 8/82. 12. CONTRACTOR SHALL HAVE AVAILABLE ON SITE A CONCRETE BATCH TICKET OR RECIEPT OF DELIVERY FOR MIX OF 3000 PSI OR GREATER FOR BUILDING INSPECTOR VERIFICATION IF REQUESTED. SEE GENERAL NOTES ON 91-IEET 8I FOR CONCRETE MIX REQUIREMENTS. LEGEND RECEIVED CITY OF TUKWILA NOV 1 2008 PERMIT CENTER INDICATES SPREAD FOOTING PER SCHEDULE INDICATES 6X6, 4X4, OR (3) 2X BU POSTS ORIGINATING AT THIS LEVEL AND SUPPORTING POINT LOADS FROM ABOVE. INDICATES SHEAR WALLS WITH HOLDOWNS ti, SEE SCHEDULE 4 ELEVATION ON SI -IEET SI 4 BEAM MARK NUMBERS (PER STRUCT. CALLS.) INDICATES POST STOPPING AT THIS LEVEL. INDICATES POST FOOTING - SEE FOOTING SCHEDULE FOR SIZE 3 /4' T4G PW SEATHING - NAIL W/ Sd m 6' O.C. EDGES 4 8d ' 10' O.C. INTERMEDIATE FRAMING MEMBERS NN Project # : 03708 / OVAL EXPIRES: 01 i 21 / /0 FOU N DAM 10N MAIN FLOOR "ATE ISSUED: 04116108 DRAWN BY: PLK REV. DATE: DESIGN BY: NPN CHECKED BY: NPN COMMENTS: ENGINEERING ow 9124 GRAVELLY LAKE DR. SW - LAKEWOOD, WA 98499 PHONE: (253) 581 -3380 FAX:(253) 582 -9576 ROYAL RESIDENTIAL DESIGN, PLLC 253- 332 -9765 FAX: 253 - 867 -2771 • royaldesIgn3 @gmall.com 1071 ANDOVER PARK E TUKWILA, WA 98188 -7615 EVERY EFFORT HAS BEEN TAKEN TO ENSURE THE ACCURACY OF THESE DRAWINGS, HOWEVER THE CONTRACTOR SHALL CHECK AND VERIFY ALL INFORMATION CONTAINED IN THE DRAWINGS, AND THE SITE CONDITIONS PRIOR TO COMMENCING CONSTRUCTION.THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLEY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT BY THE PERSONS NAMED HEREON. NO OTHER USE OF THE DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF ROYAL RESIDENTIAL DESIGN. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND /OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. © COPYRIGHT 2008 PROJECT co O 2 10 p <f- W W oN U Q 0 D REVISIONS DATE ISSUED JOB NO. ISSUED FOR PERMIT ADDITION SHEET NO. S3 03/26/08 A0806 ROYAL RESIDENTIAL DESIGN, PLLC 0 COPYRIGHT 2008 ROYAL RESIDENTIAL DESIGN, PLLC 0 COPYRIGHT 2008 REMOVE EXISTING OVER -HANG BACK TO WALL - EXISTING BLOCKING TO REMAIN GABLE END TRUSS 1 J L 12 1 1 4 4 II II 11 11 I I II II 2X4 OVER -FRAME TRUSSES 6 24' O.C. 1 /16' PUl SHEATHING - NAIL W/ SCI 6 6' O.C. EDGES AND Sd 6 12' O.C. INTERMEDIATE FRAMING MEMBERS (TYP.) L DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. ROOD FRAMING PLAN EXISTING TRUSSES TO REMAIN DO NOT REMOVE SHEATHING CONTRACTOR NOTE: REFER TO TRUSS MANUFACTURER DWG. FOR TRUSS LAYOUT AND TYPES. USE THIS DRAWING FOR LOCATION OF SPECIAL SEAM SIZES, GIRDER TRUSS AND SUIL.T -UP POST LOCATIONS D68 -338 COORDINATION OF CCNGTRUCTION, INCLUDING VERIFICATION OF DIMENSIONS 4 FIELD CONDITIONS, IS THE RESPONSIBILITY OF THE CONTRACTOR. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN TEAM PRIOR TO CONSTRUCTION. ROOF FRAMING NOTES I. ALL EXTERIOR HEADERS SHALL BE 6X8 DP2 UNLESS NOTED ON PLAN. ALL INTERIOR HEADERS SHALL BE 4X10 DP2 UNLESS NOTED OTHERWISE ON PLAN. 2. ALL MANUFACTURED TRUSSES SHALL BE DESIGNED FOR LOADS PRESCRIBED IN TI-IE GENERAL NOTES. TRUSS SHOP DRAWINGS SHALL BE SUBMITTED WITH CONSTRUCTION DOCUMENTS FOR PERMIT. SUBMITTALS SHALL BEAR ENGR SEAL REGISTERED IN THIS STATE AND BE AVAILABLE ON SITE FOR INSPECTION. 3. TRUSSES SHALL NOT BE MODIFIED UNLESS APPROVED IN WRITING BY TRUSS MFR, ENGINEER OF RECORD AND BUILDING DEPARTMENT. 4. ALL ROOF JOISTS OR RAFTERS SHALL BE HP2 OR BETTER AND SPACED AT 24' O.C. MAX. PRE -MFRD. TJI JOISTS SHALL BE OF THE SIZE AND SERIES SPECIFIED ON PLAN OR AS REQUIRED BY MFR. SUBSTITUTIONS MUST BE REVIEWED AND APPROVED IN WRITING BEFORE INSTALLATION. 5. PROVIDE ROOF VENTILATION PER IRC OR IBC. SEE ARCH. PLANS FOR SPECIFIC REQUIREMENTS. 6. PROVIDE ATTIC ACCESS PANEL PER IBC 4 ARCH. PLANS. CONTRACTOR SHALL COORDINATE WIN LOCATION ACCESS WITH OWNER TRUSS NOTES ALL TRUSSES SHALL HAVE: 1. STRESS ANALYSIS AND DRAWINGS / DETAILS STAMPED BY A STATE REGISTERED ENGINEER 2. MANUFACTURER'S STAMP ON PRE - MANUFACTURED TRUSSES. 3. BRACED TO MANUFACURER'S SPECIFICATIONS. 4. STRESS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DEPARTMENT FOR APPROVAL AND SHALL BE KEPT ON SITE FOR FRAMING INSPECTION. 5. TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OR ENGINEERING CALCULATIONS. 6. ALL TRUSSES SHALL HAVE SIMPSON H -1 CLIPS AT ENDS, EVERY OTHER TRUSS, 48' O.C. WHERE END TRUSSES ARE PARALELL W/ WALL USE SIMPSON L30 6 MID -SPAN. 1. USE SIMPSON STC CLIPS 6 ALL TRUSSES OVER NON- BEARING WALLS. S. TRUSSES SHALL BE LEGIBLY BRANDED W/ MANUFACTURERS NAME, DESIGN LOADS, AND REQUIRED SPACING, WITHIN 2' -0' OF THE CENTER SPAN ON THE BOTTOM CHORD. 9. TRUSSES TO BE NON ATTIC STORAGE TRUSSES. MAXIMUM SPACE ABOVE THE BOTTOM CHORD TRUSS RO BE LESS THAN 42' HIGH AND 24' WIDE LOCATED IN THE PLANE OF THE TRUSS. RECEIVED CITY OF TUKWILA NOV 12 2008 PERMIT CENTER ROYAL RESIDENTIAL DESIGN, PLLC © COPYRIGHT 2008 r 65 ° 01110 1F". CO O F F' RAM 1 N G MAIN F L D DFR. "ATE ISSUED: 04/16108 DRAWN BY: PLK REV. DATE: DESIGN BY: NPN CHECKED BY: NPN COMMENTS: MN ENGINEERING ow 9124 GRAVELLY LAKE DR. SW - LAKEWOOD, WA 98499 PHONE: (253) 581 -3380 FAX:(253) 582 -9576 NN Project ## : 03708 ROYAL RESIDENTIAL DESIGN, PLLC 253-332-9765 FAX: 253 -867 -2771 • royaldesIgn3 @gmail.com 1071 ANDOVER PARK E TUKWILA, WA 98188 - 7615 EVERY EFFORT HAS BEEN TAKEN TO ENSURE THE ACCURACY OF THESE DRAWINGS, HOWEVER THE CONTRACTOR SHALL CHECK AND VERIFY ALL INFORMATION CONTAINED IN THE DRAWINGS, AND THE SITE CONDITIONS PRIOR TO COMMENCING CONSTRUCTION.THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLEY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT BY THE PERSONS NAMED HEREON. NO OTHER USE OF THE DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF ROYAL RESIDENTIAL DESIGN. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND /OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. © COPYRIGHT 2008 PROJECT REVISIONS 1 DATE ISSUED JOB NO. ISSUED FOR PERMIT ADDITION 03/26/08 A0806 SHEET NO. S4