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Permit D07-216 - SYMONDS RESIDENCE - ADDITION
SYMONDS ADDITION 12250 42 AV S D07 -216 Parcel No.: 0179000090 Address: 12250 42 AV 5 TUICW Suite No: Tenant: Name: SYMONDS ADDITION Address: 12250 42 AV S , TUKWILA WA City,.,.1 Tukwila Owner: Name: SYMONDS KELLE S Address: 12250 42ND AVE S , TUKWILA WA 98168 Phone: Contact Person: Name: KELLE SYMONDS Address: 12250 42 AV S , TUKWILA WA 98168 Phone: 206 679 -3344 Contractor: Name: CFC CONSTRUCTION Address: 20233 SE 192 ST , RENTON WA 98058 Phone: 425 413 -2102 Contractor License No: CFCCOC *932B6 doc: IBC -10/06 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 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 -216 Issue Date: 09/04/2007 Permit Expires On: 03/17/2008 Expiration Date: 01/26/2009 DESCRIPTION OF WORK: 264 SF ADDITION TO EXISTING SFR WITH 288 SF COVERED DECK ADDITION. Public Works activities include REPLACING EXISTING WATER SERVICE WITH NEW ONE, SEPTIC ABANDONMENT AND NEW SANITARY SIDE SEWER. Value of Construction: $35,461.92 Fees Collected: $1,499.96 Type of Fire Protection SMOKE DETECTORS International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 007 -216 Printed: 09 -21 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: doc: IBC -10/06 City a. Tukwila N N 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 Number: 0 Start Time: Volumes: Cut 0 c.y. Start Time: Permit Number: D07 -216 Issue Date: 09/04/2007 Permit Expires On: 03/17/2008 Size (Inches): 0 End Thee: Fill 0 c.y. End Thee: Sanitary Side Sewer: Y Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature. Alk Date: 01 1 2 4 tYlr I hereby certify that I have read and x ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or performance of work. I am authorized to sign and obtain this development permit. Signature:,. - fK -- Date: 9 /-d Print Name: { ��/ ° ),_c S 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. D07 -216 Printed: 09-21 -2007 Parcel No.: 0179000090 Address: 12250 42 AV S TUKW Suite No: Tenant: Name: SYMONDS ADDITION Address: 12250 42 AV S , TUKWILA WA Owner: Name: SYMONDS KELLE S Address: 12250 42ND AVE S , TUKWILA WA 98168 Phone: Contact Person: Name: KELLE SYMONDS Address: 12250 42 AV S , TUKWILA WA 98168 Phone: 206 679 -3344 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 - KELLE SYMONDS Address: Phone: Contractor License No: Citf Tukwila - DEVELOPMENT PERMIT DESCRIPTION OF WORK: 264 SF ADDITION TO EXISTING SFR WITH 288 SF COVERED DECK ADDITION. Public Works activities include REPLACING EXISTING WATER SERVICE WITH NEW ONE, SEPTIC ABANDONMENT AND NEW SANITARY SIDE SEWER. Value of Construction: $35,461.92 Fees Collected: $1,499.96 Type of Fire Protection: SMOKE DETECTORS International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 doc: IBC -10/06 * *continued on next page ** Permit Number: D07 -216 Issue Date: 09/04/2007 Permit Expires On: 03/02/2008 Expiration Date: D07 -216 Printed: 09 -04 -2007 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: Permit Center Authorized Signatur Print Name: doc: IBC -10/06 City ' 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 Water Main Extension: Water Meter: N Private: Profit: N Private: Permit Number: D07 -216 Issue Date: 09/04/2007 Permit Expires On: 03/02/2008 Date: Public: Non - Profit: N Public: I hereby certify that I have read an ex- permi and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie • .. 'th, = ther specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or th performance of work. I am authorized to sign and obtain this development permit. % Signature: s� �y.�o Date: — T` d 7 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. D07 -216 Printed: 09 -04 -2007 Parcel No.: 0179000090 Address: Suite No: Tenant: doc: Cond -10/06 12250 42 AV S TUKW SYMONDS ADDITION 1: ** *BUILDING 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 PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. D07 -216 ISSUED 06/18/2007 09/04/2007 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 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: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. D07 -216 Printed: 09 -04 -2007 City of Tukwila 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 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 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 20: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 21: Any material spilled onto any street shall be cleaned up immediately. 22: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 23: 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. 24: Any septic tanks in the area shall be pumped empty and removed or filled with sand. A copy of the documentation from the business that performed the pumping shall be provided to the City Utilities Inspector. doc: Cond -10/06 * *continued on next page ** D07 -216 Printed: 09 -04 -2007 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 ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Cond -10/06 Date: 44° 7 D07 -216 Printed: 09 -04 -2007 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the rnail or by fax. * *Please Print ** Site Address: Tenant Name: CITY OF TUKWILA Community Developmen` ,∎partment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwwatukwila.wa.us Property . Owners Name: King Co Assessor's Tax No.: a ( 900 ©d90 "QI 12-2-so 40,1z,s r/ 1 S ma - as Mailing Address: / 1 %?JSQ y S . 'To k-wt (cL, Cit Name: K tie. 5c.1 m Mailing Address: 12-2-6C 4 S E -Mail Address: k-C-I (CS V c 5 MOO 1 . CO Company Name: Company Name: Mailing Address: Contact Person: E -Mail Address: auk de_ udatO ; del — A + beg IDz r� S 34 Q:\ Appliations\Forms- Applications On Linet3 -2006 - Permit Application.doc Revised: 9 -2006 bh Suite Number: New Tenant: State Day Telephone: 2.0 6 - 679 To ad City Fax Number: Lot Floor: ....Yes []..No State 9e16t Zip 334 Zip Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip City State Zip rah. LW Day Telephone: ZS 3' 4,46 - bras haul Q . ciorne 4. ". n d Fax Number: ;sneer b Rec Company Name: I fp Co "" 0.6 riS 01 +11A-5 1 P'1CesS 1 Y1 t., Mailing Address: 22b0 1(Y1e.rautAL,a Lea - C1! to A 98628 nn ^ City State Zip Contact Person: k k a_ke K /, .�J ' ray.. Day Telephone: 1 k2S' 338 - oz it--2. E -Mail Address: kry euvre.... p. L�orldc net, r- *. ne+ Fax Number: Page 1 of 6 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ Scope of Work (please provide detailed information): Cmfl G.4' haute tilt ore_, 12! I3 bedroom a...tAL g t x-% �+c t °r,+�vr t �t� g ` !. - wl e.,lesoa `" ►2- � Z't ' LovtrtL p Will there be new rack storage? ❑._ Yes o If yes, a separate permit and plan submittal will be required. esso overe+ e 2$$ v e U e 3 u 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: 4p Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None Other (specify Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety r � No to 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'Fonns- Applicatt On Line \.3- 2006 - Permit Application.doc Revised: 9 -2006 bh t- isfA'h'7' Page 2 of 6 Scope of Work (please provide detailed information): NEN S Scd6 ,SA /SEtcri' ,¢ simlboNitiEoir _- jjp i ST N4-7 SE.° /!eG' e- /A) E ease xe eti to u " lefiri' e s slanidt,es fi Water District ..Tukwila 0... Water District #125 ❑ ...Water Availability Provided Sewer District ...Tukwila ❑... ValVue ...Sewer Use Certificate - 0... Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size —22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -a- -way Non Right -of -way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ... Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public _ „ „ Q:VAppliations\Forms- Appliations On Linel3 -2006 -Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 - 424 -5555 L 'Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line WO # WO # WO # Private Private ❑ .. Highline ❑ .. Renton ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Renton ❑ ...Seattle ❑ ...Deduct Water Meter Size ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) D.. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Z4p Page 3 of 6 Future Type .. , . ;' . , , , Qt '. ,.Fa xture?T3'Pe' C1t}' Future Type f �' :T• Bathtub or combination batb/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap X Urinals Dishwasher, domestic, with independent drain Lavatory . X Water Closet X Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent f( Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPING CONTRACTOR INFORMATION 1IN S "' //kevrek. I'Iumbt& 8314 NE - 75k Tete Company Name: Mailing Address: Se City Contact Person: �o It 6 /y Day Telephone: 2. 010 335 -332.0 E -Mail Address: P 1 WA b I o r' Q.- Q. g YY1 o..&.V . C om Fax Number: Contractor Registration Number: 1 ,* 943 Qt Expiration Date: Valuation of Plumbing work (contractor's bid price): $ 4 soo . 00 Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): G rc.. h -hr»orn etrAn t 5414m c4 "lb( 11-1 - f�e�tser s i A L, lie t r-g. `tom U.eLge cry a LA- dl.00r host bt 6 . Building Use (per Intl Building Code): Occupancy (per Int'I Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q: Applications Worms-Applications On Linen -2006 - Permit Application.doc Revised: 9 -2006 bh kA 9 $ t! State Zip Page 5 of 6 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). 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 103.43 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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O R OR AUTHORIZED AGENT: Signature: Print Name: � C-f14 � v )nd sa Mailing Address: 17 -7-Sb v t2 " ' Date Application Expires: rbfr+ Date Application. Accepted: t ( 1 17+ Q: ApplicationsWorms- Applications On Line3-2006 -Permit Application.doc Revised: 9 -2006 bh l Date: - t ' ;..a - ( 7 9 - S3WW City State Day Telephone: Zip . Staff Initials: d°7(t'.\-- Page 6 of 6 1 Parcel No.: Address: Suite No: Applicant: Receipt No.: R08 -00162 Initials: WER User ID: 1655 Payee: TRANSACTION LIST: Type Method Description Payment Check 5394 ACCOUNT ITEM LIST: Description PLAN CHECK - RES TZECENED JAN 18 2008 tv� , ;r I;T Y 0179000090 12250 42 AV S TUKW SYMONDS ADDITION KELLE SYMONDS 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 Account Code 000/345.830 RECEIPT Permit Number: Status: Applied Date: Issue Date: Payment Amount: $58.00 Payment Date: 01/17/2008 01:22 PM Balance: $0.00 Amount 58.00 Current Pmts 58.00 Total: $58.00 D07 -216 ISSUED 06/18/2007 09/04/2007 7356 01/17 9710 TOTAL 58.00 doc: Receiot -06 Printed: 01 -17 -2008 Parcel No.: Address: Suite No: Applicant: Receipt No.: R07 -02107 Initials: JEM User ID: 1165 Payee: TRANSACTION LIST: Type Method Description Payment Check 5350 ACCOUNT ITEM LIST: Description 0179000090 1225042AVSTUKW SYMONDS ADDITION KELLE SUE SYMONDS 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:/lwww.ci.tulcwila.wa.us Account Code 000/345.830 RECEIPT Permit Number: Status: Applied Date: Issue Date: Payment Amount: $58.00 Payment Date: 09/27/2007 08:37 AM Balance: $0.00 Amount 58.00 Current Pmts 58.00 Total: $58.00 3291 09/27 , - )710 TOTAL D07 -216 ISSUED 06/18/2007 09/04/2007 doc: Receipt -06 Printed: 09 -27 -2007 Doc: RECSETS -OR RECEIPT NO: R07 -01867 Initials: JEM Payment Date: 09/04/2007 Total Payment: 1,213.20 User ID: 1165 Payee: KELLE SUE SYMONDS SET ID: 0904 SET NAME: SYMONDS ADDITION SET TRANSACTIONS: Set Member Amount D07 -216 1,095.20 PG07 -169 118.00 TOTAL: 1,213.20 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.citukwila.wa.us TRANSACTION LIST: Type Method Description Amount Payment Check 5340 1,213.20 TOTAL: 1,213.20 ACCOUNT ITEM LIST: Description BUILDING - RES PLUMBING - RES PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE SET RECEIPT Account Code Current Pmts 000/322.100 622.70 000/322.100 118.00 000/322.100 250.00 000/342.400 109.00 000/345.830 109.00 000/386.904 4.50 TOTAL: 1,213.20 2351 09/04 7 TOTAL 1217.20 Doc: RECSETS -06 RECEIPT NO: R07 -01153 Initials: JEM User ID: 1165 Payee: KELLE S SYMONDS SET ID: 0618 SET NAME: SYMONDS ADDPTION SET TRANSACTIONS: Set Member Amount 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 D07 -216 404.76 PG07 -169 27.00 TOTAL: 431.76 SET RECEIPT Payment Date: 06/18/2007 Total Payment: 431.76 TRANSACTION LIST: Type Method Description Amount Payment Check 114 431.76 TOTAL: 431.76 ACCOUNT ITEM LIST: Description PLAN CHECK - RES Account Code Current Pmts 000/345.830 TOTAL: 431.76 431.76 9439 06/18 9716 TOTAL 431.76 Project: _pill Ty 9e of Inspectiorr__ fi /P ° >74, Addre : .`-it Date Called: Special Instructions: 7; el r--- Ad Date Wanted: . 2- _--, Requester: Phone No: /5 INSPECTION NO. INSPECTION RECORD Retain a copy with permit E IT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 COMMENTS: Ofr 7z Approved per applicable codes. OCorrections required prior to approval. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Projec 1l S, S ti ,e6 Type of Inspection: ����/� ate Cal ed d' 0 7-e Addrgss: / 1 Z , c-c _ G f2,,4 , Special Instructions: ate Wante . . - m• Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. L'— z, PE FT NO. (206)431 -3670 CO ENTS: Inspector: , .( ■•(_ -- Date: --g El Corrections required prior to approval. El $58.00 R (INSPECTION FEI REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: COMMENT /r ",#;.s.../.„ y7 2_ h < 4 ze1 // 11[/Ye.„/ , e !i ✓4r', L 44,03 hr te 144 F. -. Ili-, e4(92. /o. 4.7 ' r4 Address: /2-7-S7 0" As/ S k,1L - / S4rrr -i,.le, 6 e,.. EA /. 5 4 /,ecs (A-,,Z. f' to A 1 / 1),,e4 / /.1, '9 , f -01#0 W / .4) /94t./Z.14 , L u"<f; 2 s �• « i 4 1, - '6Jo�, 0c kev f . pp "0 6 /CaCG 06.7 / /ad/ riS / /0di; 0( / ?l 4,` fret R ho /a . Z O v corh -i-,An / al- e% /� ,03- t 1�,�a/ , ,,,..40, /1//_,_ ,„ h - A- .,,i//‘" !.I /Odd A 4 4-r. ' b., /) L eU. /1..fter. Project: / // / Type of Inspection: Address: /2-7-S7 0" As/ S 'Date Called: Special Instructions: Date Wanted:: 7 g /� �. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 'Inspector: Corrections required prior to approval. Date: ) Q $58.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Proje t: ill T pe of In • - 'on: Ad ress: -offirill «.. , 11 • I.- d r Special Instructions: 'ate Wanted: _og Requester: Phone No: INSPECTION RECORD Retain a copy with permit 7-2/6 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 OMMENTS: Approved per applicable codes. Corrections required prior to approval. J $58.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: 06)43 1 -3670 Project I 1 /Cf." (7 �/C Type of nsp tion: ,�^ / ( / 7a ( C�i G` \ ' . �N Address: / Date Called: Special Instructions: g :670 �,c /C4 Date Want d: t° a.m. Requester: Phone No: INSPECT' • N NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �'-- (206)431 -3 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Approved per applicable codes. LJ Corrections required prior to approval. El $58.00 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: e i l cite Type of Insction: /'-Date r Address: / /2,7, s6.-1/21.1,,(4, Date Called: It Special Instructions: . /(� v • -Date Wanted: � a.m. P.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit 724 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 1 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: zt- f _Ce4tAlt-, fry ".• El $58.00 REINSPECT! Q1 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project: i , * 7/y- .Sho ■571 oh , r_S Type of Inspection: Address: 7 Date Called: Special Instructions: 7 , 30 4 / A ve-S 64- 15)0 Date Wanted:, ,.....," ( /Z - 1 7 — 0 7 Requester: Phone No: 7_o6-679'..-3.39 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)43 1 -3670 E Approved per applicable codes. Corrections required prior to approval. go . oor' .,e/ Inspector' Date: LJ $58.00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: P A Type of Inspection: Farvn ft Cil'P' e Di-- P_ 1 k Sa-A- a ... N/5 D a: 4 or-A_ £ 1 { i JL+NA - Date Called: ' 1.-S- 01-.x, , � , yZl t' )1 k \ - - $ S 1 - 1 g Y", 7, s n t n,.,,_ i e2e- 14.07 C.n r . Pt y "€,_ P._4. p - t Phone No: Proct: �-- y s' chAn s P.4515 - Cr a Type of Inspection: Farvn ft V Addre }s: - 1 ZZ.So '-L* "1 S Date Called: Special Instructions: Date Waqted: I 4Qt 01 1 m � 'a.m. Requester: Phone No: hog INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION \- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 El Approved per applicable codes. D Corrections required prior to approval. Inspector (oi $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: Date: 1 t . t o� 'Date: COMMENTS: IfMl, w ra v. AIR -V cr A oc.t iNt.0 c,1 Ic- 1 vioNtS A rt.t. ki6V L_ p . r:IRx? &P- s' g. Date Called: Special Instructions: . r•: Date Wanted:/ Imo{ g tcri Et,,= - 1 V 4 -?+ ZA-4 4- • �i i 624t. Ve t 7fe . . f' i Proje : 4e > i IfMl, Type of Inspection: fAtrid4k t Addr s: - 1 5 42. s' g. Date Called: Special Instructions: . r•: Date Wanted:/ Imo{ g tcri p.m. Requester: i Phone No Inspector: Date: $58.00 REINSPECTION:FEE REQUIRED: Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. 1 O 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. • 'Dat PrqLecc '_> Vfil 0 w (' ' 41(Y/LA 0 )A, Type of Inspection: (A) // S /1' /11/ 4 Address: /2 L/240 Z Date Called: Special Instructions: Date Wanted: 7// 7 n, Requester: Phone No; c 33V/ INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 {3 0 Approved per applicable codes. COMMENTS: p A Shrti-p - Isprivel 4K 70 eceipt No.: 1 el A Date: / / //` /C7 .00 REINSPECTION E REQUIRED. Prior to inspection. fee must be paid at 6300 Southcen r Blvd.. Suite 100. Call the schedule reinspection. 'Date: PERMIT NO. Corrections required prior to approval. Pro �QJSs i1( nf1 t Type of Inspection: ?4i ^It1 - ; rove -' -,2 �i,vtrv* j Address/ /77 ‘) '/7' Date Called: Special Instructions: Date Warned: (? 4'111-4 - 1 f .. ' Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ej Approved per applicable codes. Corrections required prior to approval. COMMENTS: Receipt No.: of ,v' // ioz) ( (2avt /1)//%,.. orn � A I (tt. �--� / .00 REINSPECTION FEE REQ ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd. uite 100. Call the schedule reinspection. Dal, / 'Date: Proica: _..) y/7-70 44-41,/1/ Type of Inspect?' 3,- fi oo t he-4 -74, Address: ... / 2 50 4 /2 4 i Date Called: Special Instructions: Date Wanted: a. Requester: Phone No: c2 0 6 - 67J/ INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (2 06)43 1 -3 V Approved per applicable codes. COMMENTS: .00 REINSPECTION FE REQU ED. Prior to inspection, fee must be id at 6300 Southcenter Blvd.. , uite 100. Call the schedule reinspection. ipt No.: 'Date: Corrections required prior to approval. COMMENTS: Type of specti • .._.• s 4°q /h/ti Addr L /,' z sv f2 av 5 Date Called: Special Instructions: Date Wanted: �J' a ,, /0 /z..7�) 11'L Requester: Phone No •-7 0G - 6- - 33 -/ rix/ ol a v� � �' �! /✓ / Syr (V r P' IL l/ !: : hi 2 / J• _ i Pr t: S ` rnwv�.�s /1C / / /OYU Type of specti • .._.• s 4°q /h/ti Addr L /,' z sv f2 av 5 Date Called: Special Instructions: Date Wanted: �J' a ,, /0 /z..7�) 11'L Requester: Phone No •-7 0G - 6- - 33 -/ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Ei Approved per applicable codes. i _ ��` j 58.00 REI paid at 6 Inspector INSPECTION RECORD Retain a copy with permit 7 /94. 607 -Zip Corrections required prior to approval. Date: /O_ ECTION FEE REQUIRED. Prior to inspection, fee must be 0 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: /J _ INSPECTION RECORD .. Retain a co with ermit PY P PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 1 -3670 Pro�'e_.ct: Address: /-2 2.50 ci .Su INSPECTION NO. Special Instructions: Type of 1 ectio : Date Called: Date Wanted: a.m. /0 -� -O`7 Requester: Phone No: VV COMMENTS: ? 41-3 - As,, ` n ✓JV P ✓ fa/Ai-44191%J I _,_ < roPol ;4. j ins P ector: — !Date: _ f Q� REINSPECTION FEE EQUI D. Prior to inspection, fee must be A at 6300 Southcenter Bl ., S ite 100. Call the schedule reinspection. ipt No.: 'Date: Approved per applicable codes. El Corrections required prior to approval. Project: -5/A m otT cls Type of Inspection: • Address: /22i Ya 41 S Date Called: 4 947ao7 _ Special Instructions: k Date Wanted: / a D om , /a -/07 Requester 7 )'1r vid :.) Phone N : ,D (- 6 79 0.4) cuM INSPECTION RECORD Retain a copy with permit INSPECTION NO. ' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: / ' / / / a - 7 f e4/ 1 14 9 14-t 7 r a 7 ( 4- , r U � / /f() fc-t-rck 5'00 --LA a $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: r I.# r. �(( /o rLCs,J; .. C S < , S f �� ;�1 L4 1 A , St 'I ' 4 OVC w( re - t ; ( =k c - scift-c.._ - Az.v..r- 6(14.L4_,,c,c /f(441 Special Instruction • / f (] u _ v Date Wanted: � ^ 1 � � Requester P ojoict: AI o I A r I.# Typ f Inspectio / G.... . S .S. Andre: : yofve Date Called: n O Special Instruction • / f (] u _ v Date Wanted: � ^ 1 � � Requester � 33 7 7 _. if)? C INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: IDae: / $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: r: . r -� STRUCTURAL COMPUTATIONS FOR S YMONDS COVERED PORCH ADDITION 1 2250 42 AVE. S. TUKWILA, WASHINGTON 98166 MAY 24, 2007 ,r,I,'zY, tr 7 ORES AFfrirKiyl ion fZ/CuvtgK,vll--- Pr pa igt.14 D rAy BY: SABCO CONSULTING ENGINEERS INC. 2200 MERCHANT WAY EVERETT, WASHINGTON TEL: (425) 336 -0342 JOB # 20754 REVIEWED CODE COMPLIANCE APPROVED AUG 13 2007 City Of Tukwila B ILDIN DM I ON CITY OF TUKWILA JUN 1 2007 PERMITCENTER 2.1 DESIGN CRITERIA: CODE: WIND: SEISMIC: ROOF SNOW LOAD: ROOF DEAD LOAD: FLOOR DEAD LOAD: INDEX TO CALCULATIONS: GENERAL: 61-62 LATERAL: L1 - L3 BEAMS: B1- B2 2003 IBC 85 MPH,(3 SEC. GUST) EXPOSURE "C" SEISMIC USE GROUP I SITE CLASS D 25 PSF 15 PSF 15 PSF JOB # 20754 JOB: 51M aw ✓QS em 2 to ot/ SAE CCO CONSUMING N( ENG ONEERS SUBJECT: i>61 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 TEL ♦ (425) 338 0342 DATE: KAY J BY KYS JOB#' 7 r 4 SHEET # LA"r 1.3 r I � Xt v u n rw .kiv) (t. o) (1- . 2.4) z.. /6.o fi r O V A %.- e I C.o eif ( gel I •■ � A 5- (lo.s�31.) f o.a>r � /, , ) L.15't 2-7S t £.?s' -f 7i•-f 4 X F. oa Rbor 0�crrz I o Psr \s. ) �\ L)_ g5Mp_at, exPosva4 C 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 TEL. (425) 338 0342 SA o CEO CONSULTONG LsNGDNEI I S NC. SUBJECT: PfitL - trip k 91' 9z MOW co rt sinA o4 FOO17 + c. 0.°16 o ( 4 / IL) Co d � o5A � I+ 2 5t b A — 0•136 d,z co , $ )( o A36) I+ Ct 3.Z t6 use C (.14)0 Lalag) `A 4•16xq•S y '" o. 24 ,' 0 - r'I - �rKf3s�s✓� JOB: SYMIokfr S Po 441 ADO sr DATE: Nil ti) , 4/ BY JOB#: 1- SHEET # P . 120 Gys. St -- 3 Psr /F7• cIS KYS 9.5 I SACCO CONSULTING ENGINEERS INC. 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 SABCOENGINEERS.COM Rev: 580004 User: KW-0605036, Ver5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description CANTILEVERED COLUMN AT PORCH General Information Section Name 6x6 Beam Width 5.500 in Beam Depth 5.500 in Member Type Sawn Load Dur. Factor 1.000 Beam End Fixity Fix -Free Point Loads Dead Load Live Load ...distance L Summary Deflections Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 493.34 psi Fb 1,200.00 psi Center Span... Deflection ...Location ...Length /Deft Camber ( using 1.5 " D.L. Defl) ... @ Center 0.000 in @ Left 0.000 in @ Right 0.000 in Bending Analysis Ck 29.614 Cf 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction lbs 120.0 lbs 9.500 ft Le Rb lbs lbs 0.000 ft -1.14 k -ft Dead Load 0.000 in 9.500 ft 0.0 0.00 k -ft Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined 0.00 k -ft 0.00 k -ft 2.77 fv 5.95 psi Fv 170.00 psi 0.000 ft 0.000 Max Moment 1.14 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 0.18 k 1.059 in2 170.00 psi 0.00 k 0.00 k General Timber Beam Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No.1 Fb Base Allow 1,200.0 psi Fv Allow 170.0 psi Fc Allow 625.0 psi E 1,600.0 ksi lbs lbs 0.000 ft Span= 9.50ft, Beam Width = 5.500in x Depth = 5.5in, Ends are Fix -Free 0.411 : 1 -1.1 k -ft 2.8 k -ft at 9.500 ft at 0.000 ft Total Load -0.486 in 9.500 ft 469.41 Reactions... Left DL Right DL lbs lbs 0.000 ft Sxx 27.729 in3 CI 0.000 Sxx Reo'd 11.40 in3 0.00 in3 0.00 in3 @ Right Support 0.18 k 1.059 in2 170.00 psi Title : SYMONDS COVERED PORCH ADDITIOI Job # 20754 Dsgnr: KHALED Y. SABRA,P.E. Date: 8:50AM, 23 MAY 07 Description : Scope : BEAMS AT PORCH Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Bearing Length Req'd Bearing Length Req'd 9.50 ft ft ft 0.00 k 0.00 k Lu Lu Lu lbs lbs 0.000 ft Maximum Shear* 1.5 0.2 k Allowable 5.1 k Shear: @ Left 0.12 k @ Right 0.12 k Camber: @ Left 0.000 in @ Center 0.000 in @ Right 0.000 in Area 30.250 in2 Allowable fb 1,200.00 psi 1,200.00 psi 1,200.00 psi Max 0.00 k Max 0.00 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 Stress Calcs 1 0.000 in 0.000 in 0.00 ft 0.00 ft 0.00 ft lbs lbs 0.000 ft cal. ecw: Calculations lbs lbs 0.000 ft Beam Design OK 0.000 in 0.000 in 0.0 0.0 tACCO CONSULTING ENGINEERS INC. 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 SABCOENGINEERS.COM Rev: 580004 User: KW-0605036, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description TYPICAL ROOF BEAM AT PORCH l General Information Section Name 4x8 Beam Width 3.500 in Beam Depth 7.250 in Member Type Sawn Load Dur. Factor 1.000 Beam End Fixity Pin -Pin Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary Deflections fb 986.25 psi Fb 1,170.00 psi Center Span... Deflection ...Location ...Length /Defl Camber ( using 1.5 " D i Center @ Left @ Right Stress Calcs Bending Analysis Ck 34.195 Cf 1.300 @ Center @ Left Support © Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb DL DL DL fv Fv Dead Load -0.034 in 3.000 ft 2,091.0 .L.Defl ) ... 0.052 in 0.000 in 0.000 in 0.000 ft 0.000 Max Moment 2.52 k -ft 0.00 k -ft 0.00 k -ft © Left Support 2.52 k 14.000 in2 180.00 psi 1.68 k 1.68 k General Timber Beam Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined 210.00 #/ft #/ft #/ft 1 2.5 k -ft 3.0 k -ft at 3.000 ft at 0.000 ft 99.31 psi 180.00 psi Center Span 6.00 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir - Larch, No.2 Fb Base Allow 900.0 psi Fv Allow 180.0 psi Fc Allow 625.0 psi E 1,600.0 ksi Total Load -0.092 in 3.000 ft 784.13 LL LL LL Span= 6.00ft, Beam Width = 3.500in x Depth = 7.25in, Ends are Pin -Pin Max Stress Ratio 0.843 Maximum Moment Allowable Max. Positive Moment 2.52 k -ft Max. Negative Moment 0.00 k -ft Max © Left Support 0.00 k -ft Max © Right Support 0.00 k -ft Max. M allow 2.99 Reactions... Left DL Right DL Sxx 30.661 in3 CI 1679.999 Sxx Reg'd 25.85 in3 0.00 in3 0.00 in3 © Right Support 2.52 k 14.000 in2 180.00 psi Title : SYMONDS COVERED PORCH ADDITIOI Job # 20754 Dsgnr: KHALED Y. SABRA,P.E. Date: 8:50AM, 23 MAY 07 Description : Scope : BEAMS AT PORCH Bearing Length Req'd Bearing Length Req'd 350.00 #/ft #/ft #/ft Maximum Shear *1.5 Allowable Shear: Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl @ Left © Right Camber: @ Left © Center © Right 0.63 k 0.63 k Max Max Area 25.375 in2 Allowable fb 1,170.00 psi 1,170.00 psi 1,170.00 psi 0.00 ft 0.00 ft 0.00 ft Beam Design OK 2.5 k 4.6 k 1.68 k 1.68 k 0.000 in 0.052 in 0.000 in 1.68 k 1.68 k Dead Load Total Load 0.768 in 0.768 in 0.000 in 0.000 in 0.0 0.0 cal. ecw: Calculations 0.000 in 0.000 in 0.0 0.0 General Information Full Length Uniform Loads SACCO CONSULTING ENGINEERS INC. 2200 MERCHANT WAY EVERETT, WASHINGTON 98208 SABCOENGINEERS.COM Rev: 580004 User: KW- 0605036. Ver 5.8.0, 1- Dec-2003 (c)1983 -2003 ENERCALC Engineering Software Description TYPICAL FLOOR BEAM AT PORCH Section Name 4x10 Beam Width 3.500 in Beam Depth 9.250 in Member Type Sawn Load Dur. Factor 1.000 Beam End Fixity Pin -Pin Center Left Cantilever Right Cantilever Summary I Deflections Span= 8.00ft, Beam Width Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max © Left Support Max @ Right Support Max. M allow fb 865.53 psi Fb 1,080.00 psi Center Span... Deflection ...Location ...Length /Defl Camber ( using 1.5 @ Center © Left @ Right Stress Calcs Bending Analysis Ck 34.195 Cf 1.200 © Center © Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb DL DL DL General Timber Beam Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined 90.00 #/ft #/ft #/ft = 3.500in x Depth = 9.25in, Ends are Pin -Pin 0.801 : 1 3.6 k -ft 4.5 k -ft 3.60 k -ft at 0.00 k -ft at 0.00 k -ft 0.00 k -ft 4.49 fv Fv Dead Load -0.022 in 4.000 ft 4,274.9 * D.L. Defl) ... 0.034 in 0.000 in 0.000 in 0.000 ft 0.000 Max Moment 3.60 k -ft 0.00 k -ft 0.00 k -ft © Left Support 2.70 k 15.000 in2 180.00 psi 1.80 k 1.80 k 83.40 psi 180.00 psi Title : SYMONDS COVERED PORCH ADDITIOI Job # 20754 Dsgnr: KHALED Y. SABRA,P.E. Date: 8:50AM, 23 MAY 07 Description : Scope : BEAMS AT PORCH Center Span 8.00 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir - Larch, No.2 Fb Base Allow 900.0 psi Fv Allow 180.0 psi Fc Allow 625.0 psi E 1,600.0 ksi Total Load -0.112 in 4.000 ft 854.99 LL LL LL Reactions... Left DL Right DL Sxx 49.911 in3 CI 1799.999 Sx Reo'd 40.00 in3 0.00 in3 0.00 in3 © Right Support 2.70 k 15.000 in2 180.00 psi Bearing Length Req'd Bearing Length Req'd 360.00 #/ft #/ft #/ft 0.36 k 0.36 k Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Area 32.375 in2 ca I. ecw: Ca lcu l at i on s Maximum Shear * 1.5 2.7 k Allowable 5.8 k 4.000 ft Shear: © Left 1.80k 8.000 ft © Right 1.80 k Camber: @ Left 0.000 in @ Center 0.034 in @ Right 0.000 in Allowable fb 1,080.00 psi 1,080.00 psi 1,080.00 psi 0.00 ft 0.00 ft 0.00 ft Beam Design OK Max 1.80 k Max 1.80 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.823 in 0.823 in 0.000 in 0.000 in 0.0 0.0 Notes: New girder truss to be added to tie posts to roof using Simpson HUC hangers. All lumber to be DF #2. See nailing schedule on Sheet S3. New pads to match existing specifications as noted on Sheet 1. Lateral bracing shall be APA rated 3/8" minimal thickness T 1 -11 siding to be fastened with 8d common or galvanized box nails in 3" grid pattern and 3" O.C. in all framing (studs, blocking and, sills). R'EVIE p��C'� CODE COMPLIANCE JAN 6 2008 pf Tukwila FILE COPY Permit No. pb1'i1 b Plan review approval is subject to errors and on Sion. Approval of construction documents does not authorize the violation of any adopted code or ordhance. Receipt of approved Fl = Copy = d conditions is adcnowledged: Existing house 6 Date:, City of Tukwila BUILDING DIVISION Incorrectly installed posts shall continue to ground and be attached to Simpson ABU post base embedded in stem wall. - REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. MOTE: Revisions will require a new plan submittal =Irnd may include additional plan review fees. Extent of Header Double Portal Frame (Two Braced Wall Panels) JAN 1 4 2008 Pit �rv�i i LCfq I ER 1000 LB strop opposite sheathing Min. 2x4 framing DETAIL NTS Continue footing and stem wall around covered porch per foundation drawing. See sheet 1 for details. New stem wall to match existing. 4x4 posts at corner of house to be attached to stem wall with Simpson column bases per Sheet 1. Existing girder truss New girder truss N RVJSION Vt�. Zco c N O 0 0 N N C) U O M 0 0 Q N N l c ai s E ` CnT j › O tpo a_ co N I • O p • n ta4 A J co p N p " a_ U a) 0 O 0 c cn N a) 0 . Vates ; - This product Is preferable to similar connectors because of a) easier Installation, b) higher loads, c) lower installed cost, `4 or a combination of these features. :1 _ The CBSQ uses Simpson's SDS screws, which allow for fast installation, reduced reveal and high capacity, provides a greater net section area of the column compared to bolts. MATERIAL: See table. FINISH: Galvanized, available in HDG with HDG screws. INSTALLATION: • Use all specified fasteners. See General Notes. • Install Simpson's SDS 1 /45:2'' wood screws, which are provided with the column base. (Lag screws will not achieve the same load.) • Post bases do not provide adequate resistance to prevent member from rotating about the base and therefore are not recommended for non top- supported installations (such as fences or unbraced carports). CODES: See page 12 for Code Listing Key Chart. so These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson for details. a a 1. For higher downloads, solidly pack grout under 1' standoff plate before installing CBSQ into concrete. Base download on column or concrete, according to the code. 2.When using structural composite lumber columns, screws must be applied to the wide face of the column. 3. Downloads shall be reduced where limited by buckling capacity of the column. 4. Designer is responsible for concrete design. " .6 This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower Installed cost, ors combination of these features. The CBQ uses Simpson's SDS screws, which allows for fast TIECEIVEC$ installation, reduced reveal and high capacity, provides a greater net sectiortmv or p tints 1 area of the column compared to bolts. MATERIAL: See table. FINISH: Galvanized, available in HDG with HDG screws. INSTALLATION: • Use all specified fasteners. See General Notes. • • Install Simpson's SDS '/4x2' wood screws, which are provided t'ERMl T CENTER with the column base. (Lag screws will not achieve the same load.) • For full loads, a minimum of 3" side cover shall be provided. • Install bottom of base plate flush with concrete surface. • Post bases do not provide adequate resistance to prevent members from rotating about the base and therefore are not recommended for non top- supported installations (such as fences or unbraced carports). CODES: See page 12 for Code Listing Key Chart. ® These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson for details. SEP 2.1 HU7 t.when using structural composite lumber to umns, screws must be applied to the wide face of the column. 2. Designer responsible for concrete design. CBSQ -SDS2 U.S. Patent 4,924,648 REVISION NO To o CBQ -SDS or : r- I 2. To order without screws, specify CBQ or CBSQ. CBQ -SDS2 Typical CBO -SDS2 Installation 3' min. side cover 3' min. side cover Typical CBSQ -SDS2 Installation SIMPSON Strong-Tie Model No. CBSQ44 -SDS2 CBSO46 -SDS2 CBSQ66 -SDS2 Nominal Column Size 4x4 4x6 6x6 Material • Base Strap (Ga) (Ga x Width) Wf WZ Dimensions D 12 12 12 10gax2' /4 10gax 10 ga x 3 3 33 e 51 3'f 534. 5'f 734 6% 84 814e 83'4 Number of Simpson SOS W12" Uplift (133) Allowable Loads Uplift Down (160) (100) 14 5335 14 / 5335 14 5710 5335 10975 1••20 6855 14420 Q and CBSQ with screws, spe Code Ref. 46,107, 143 CB Q Column Bases 3 49 Date: Permit No. Plan review : -; : eval is subject to errors and omis Approve! c. c-_� : c documents the vic!c;.'c� c ; `: - do m not atrtitari2le code or ordinance. Receipt Of the a i et . T � ; . j " C I c' I cand :lions is ccknot Wedged: B y mee.0 City of 1Ukwrila BUILDING DNLSION r .........._....,_ REVISIONS No changes shall b mac de to the scope of work without prior approval of Tukwila Building Division. I NOTE: Revisions will require a new plan submittal and may include additional plan review fees. Do1-1L(i Model No Nominal C Material Dimensions Number of /4 Simpson SOS 12" Screws Allowable Loads Ref. Base (Ga) Strap (Ga x Width) W1 W2 0 H Uplift (133) Uplift (160) ® CBQ44 -SDS2 4x4 7 7 ga x 2 3 /,e 3 8 8 12 4200 4200 • • CBQ46 -SDS2 4x6 7 7 ga x 2 3 5' 8 8"/e 12 4_20 4200,. 6,107,143 ID CBQ66 -SDS2 6x6 7 7 ga x 3 5'1 5'/z 8 8" /,e 12 1 4200 4200 . Vates ; - This product Is preferable to similar connectors because of a) easier Installation, b) higher loads, c) lower installed cost, `4 or a combination of these features. :1 _ The CBSQ uses Simpson's SDS screws, which allow for fast installation, reduced reveal and high capacity, provides a greater net section area of the column compared to bolts. MATERIAL: See table. FINISH: Galvanized, available in HDG with HDG screws. INSTALLATION: • Use all specified fasteners. See General Notes. • Install Simpson's SDS 1 /45:2'' wood screws, which are provided with the column base. (Lag screws will not achieve the same load.) • Post bases do not provide adequate resistance to prevent member from rotating about the base and therefore are not recommended for non top- supported installations (such as fences or unbraced carports). CODES: See page 12 for Code Listing Key Chart. so These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson for details. a a 1. For higher downloads, solidly pack grout under 1' standoff plate before installing CBSQ into concrete. Base download on column or concrete, according to the code. 2.When using structural composite lumber columns, screws must be applied to the wide face of the column. 3. Downloads shall be reduced where limited by buckling capacity of the column. 4. Designer is responsible for concrete design. " .6 This product is preferable to similar connectors because of a) easier installation, b) higher loads, c) lower Installed cost, ors combination of these features. The CBQ uses Simpson's SDS screws, which allows for fast TIECEIVEC$ installation, reduced reveal and high capacity, provides a greater net sectiortmv or p tints 1 area of the column compared to bolts. MATERIAL: See table. FINISH: Galvanized, available in HDG with HDG screws. INSTALLATION: • Use all specified fasteners. See General Notes. • • Install Simpson's SDS '/4x2' wood screws, which are provided t'ERMl T CENTER with the column base. (Lag screws will not achieve the same load.) • For full loads, a minimum of 3" side cover shall be provided. • Install bottom of base plate flush with concrete surface. • Post bases do not provide adequate resistance to prevent members from rotating about the base and therefore are not recommended for non top- supported installations (such as fences or unbraced carports). CODES: See page 12 for Code Listing Key Chart. ® These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson for details. SEP 2.1 HU7 t.when using structural composite lumber to umns, screws must be applied to the wide face of the column. 2. Designer responsible for concrete design. CBSQ -SDS2 U.S. Patent 4,924,648 REVISION NO To o CBQ -SDS or : r- I 2. To order without screws, specify CBQ or CBSQ. CBQ -SDS2 Typical CBO -SDS2 Installation 3' min. side cover 3' min. side cover Typical CBSQ -SDS2 Installation SIMPSON Strong-Tie Model No. CBSQ44 -SDS2 CBSO46 -SDS2 CBSQ66 -SDS2 Nominal Column Size 4x4 4x6 6x6 Material • Base Strap (Ga) (Ga x Width) Wf WZ Dimensions D 12 12 12 10gax2' /4 10gax 10 ga x 3 3 33 e 51 3'f 534. 5'f 734 6% 84 814e 83'4 Number of Simpson SOS W12" Uplift (133) Allowable Loads Uplift Down (160) (100) 14 5335 14 / 5335 14 5710 5335 10975 1••20 6855 14420 Q and CBSQ with screws, spe Code Ref. 46,107, 143 CB Q Column Bases 3 49 Date: Permit No. Plan review : -; : eval is subject to errors and omis Approve! c. c-_� : c documents the vic!c;.'c� c ; `: - do m not atrtitari2le code or ordinance. Receipt Of the a i et . T � ; . j " C I c' I cand :lions is ccknot Wedged: B y mee.0 City of 1Ukwrila BUILDING DNLSION r .........._....,_ REVISIONS No changes shall b mac de to the scope of work without prior approval of Tukwila Building Division. I NOTE: Revisions will require a new plan submittal and may include additional plan review fees. Do1-1L(i DATE: July 13, 2007 PROJECT: Symonds Addition @ 12250 42 Ave S REVIEW #: 1 PERMIT NO: D07 - 216 PLAN REVIEW: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. 4) At this time Public Works cannot approve sewer connection since the City sewer project is not closed out yet and record drawings are being compiled. As soon as the City sewer project is closed out, more likely in mid August 2007, Public Works will be able to approve your project. You can contact Mike Cusick, P.E., Senior Water Sewer Engineer at (206) 431 -2441 regarding project close out date and sanitary sewer hookup fee. PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards 1) Please fill out the attached King County Metro Residential Sewer Use Certification form. Signature of Owner/Representative is required. 2) Please submit a construction cost estimate for new sanitary side sewer service and septic tank abandonment. 3) Show location of septic system to be abandoned. If you need assistance contact King County Waste Program, Eastgate Public Health Center at (206) 296 -4932. (P:Laurie Admin/Joanna/Comments 1 D07 -216) DEPARTMENTS: �7 I -I5 Buil Division Public Works ❑ Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 "PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -216 PROJECT NAME: SYMONDS ADDITION SITE ADDRESS: 12250 42 AV S DATE: 01 -14 -08 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n TUES/THURS ROUTING: Please Route IA Structural Review Required REVIEWER'S INITIALS: Planning Division ❑ Permit Coordinator DUE DATE: 01-15-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: Approved 1I Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DUE DATE: 02 -17-08 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 - 216 DATE: 09 -21 -07 PROJECT NAME: SYMONDS ADDITION SITE ADDRESS: 12250 42 AV S Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTMENTS: k 1 i iso n B g Public Works Complete Comments: Please Route TUES/THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 a,. PERMIT COORD COPY '"' PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Structural Review Required Planning Division ❑ Permit Coordinator No further Review Required DATE: DATE: DUE DATE: 09-25-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 10-23-07 Approved 1 Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -216 DATE: 07 -23 -07 PROJECT NAME: SYMONDS RESIDENCE SITE ADDRESS: 12250 42 AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Divisio AVi' u lic Works Complete Comments: Documents/routing slip.doc 2 -28 -02 �., PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: ❑ Planning Division Permit Coordinator DUE DATE: 07-24-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: DUE DATE: 08-21-07 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -216 DATE: 06 -18 -07 PROJECT NAME: SYMONDS ADDITION SITE ADDRESS: 12250 42 AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 4v(, ('Z Builg Division Complete Comments: Documents/routing slip.doc 2-28-02 PERMIT COORD COPY � PLAN REVIEW /ROUTING SLIP 591 ni (m q,�' Fire Prevention II��JJ Public Works Structural D TERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: AT 6-4Ro Planning Division IM Permit Coordinator n DUE DATE: 06-19-07 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 DATE: DUE DATE: 07-17-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) rvi Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 1p I (I) — 0 Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF INITIALS ? 0l(1 3 01(21` Summary of Revision: i -n - OP Received by: WY V Iit,Vl A Summary of Revision: 011- LTI U AWN 1V . fl ii1.1'� p - b ! l�t�(vte, Received by: ` /e S yrr ax4es Received by: 1 4(1, 5v/ wo r k REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 oil i 4- 3 01(21` Summary of Revision: Summary of Revision: u ,,, Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 oil i 4- 3 01(21` Summary of Revision: Summary of Revision: u ,,, Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 oil i 4- 3 01(21` Summary of Revision: Summary of Revision: u ,,, Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 oil i 4- 3 01(21` Summary of Revision: Summary of Revision: u ,,, Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 oil i 4- 3 01(21` Summary of Revision: u ,,, ' (,tt fk WY V Iit,Vl A iln CAvV,vGd 41? ctifor1 (0 X (fv 12` b ! l�t�(vte, Received by: ` /e S yrr ax4es PROJECT NAME: i SITE ADDRESS: " 4 REVISION LOG PERMIT NO: - A(p ORIGINAL ISSUE DATE: NIA 1/01- (please 4rint) (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, far, etc. Date: I— /i-/-0 ' Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 3 Permit is Issued a Revision requested by a City Building Inspector or Plans Examiner Project Name: �j 44,ve-(5 Project Address: 7 -� t; d �� � Contact Person: n t9 L - Summary of Revision: 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 Phone Number: Steven M. Mullet, Mayor Steve Lancaster, Director Ors 9-24: Crry v- , ►t A JAN 14 2008 '�NM17 CENTTb it./t_A.. 95 26( 5 Sheet Number(s): / "Cloud" or highlight all areas of revision including date of r Received at the City of Tukwila Permit Center by: ( 4 Entered in Permits Plus on Ot Ili \applic ationslfomu- applications on line\revision submittal Created: 8-13-2004 D.vicMA• Revision submittals must be submitted In person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 9 7 Plan Check/Permit Number: hi 01_2./6 Response to Incomplete Letter # Response to Correction Letter # Revision # / after Pennit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: 5y010 NbS 4-1;6 / i Project Address: /LZ-S q2 /fixt S• 7Lw / /( G()14 Contact Person: ,�/e Trit /ndS Phone Number: 0 0 Summary of Revision: Svb3 - 4v I m p ron 4rxc- d C:135 LC - SS2 �r /I hurt aX t n C'_Arle -e �,�c p r4 u /Z 7` e k `Feet-#&s ( nom -cac0 0-4 d 1 tl L o r t vt <1-k 6 tt 6, k lunkt I rt t eimo rem r t > El tnAtne cS roSS1 bt II 8 T s oippor+ r'en4 a f co v-ear,e c9 ►�c� U Z� f' -v * w re s4 (4 44 6 y ( 1 n0 elimb IL) Thort Ccrvi e a- re o∎kc9 bze Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by j to inPermits m 121Lf IA Entered Plus on rnroi City of Tukwila \applications\forms- applications on linelrcvision submittal Created: 8 -13 -2004 Revised: 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 J Ad RECEIVED C ITYop 1 ILA S EP 2 1 2007 PERMIT CENTEp 679 33Y Io Wt.1r" ttS Date: ~ i / 23 07 r uppliationslfonns- applications on lin*evision submittal Crated: 8-13-2004 Revised: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 4313670 Fax 206-431-3665 Web site: hi: /fw 2,1204wilawaus Revision subriittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mai4 fax etc' X 0 7 - � . Plan Check/P'ermit Number:. / ❑ Response to Incomplete Letter # V Response to Correction Letter # I ❑ Revision!! after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner . HERMIT CENTEE Project Name: 1/114, 1 aI Pro j ect Address: SO Lj2 W__ —S • 7Z le--(le--(4 t I(', k)A` e 1 t I (:)4 i Contact Person: tie— Sy/! O �dS Phone Number.. e `6 7 5 3 Summary of Re Ter 7 corn t � /e Sheet Number(s): "Cloud" or highlight all areas of revision including date of, Received at the City of Tukwila Permit Center by: /_ Entered in Permits Plus on evision Steven M Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF TUKWILA ,�L 23 2007 U: \Word \Payment Plan Agreement.doc JF:ksn 8/27/2007 City of Tukwila PAYMENT PLAN AGREEMENT FOR SEWER CONNECTION CHARGE THIS AGREEMENT, entered into this V 14(- day of 5 � , 40 , by and between the City of Tukwila, a municipal corporation, hereinafter referred to as the "City" and Kelle Symonds , hereinafter referred to as "Owner," is as follows: WHEREAS, the City is a municipal corporation in the State of Washington; which is authorized by Title 35A RCW, to acquire, construct, maintain, and operate a sewer system; and WHEREAS, Owner holds record title to the real property described as follows: I) King County Assessor's Property Tax Parcel No: 017900 -0090 2) Regarding the installation of sewer services for real property located at: 12250 42nd Ave S., Tukwila, WA 98168 WHEREAS, Owner desires to provide side sewer service connection to the City's system for said property; and WHEREAS, the City has constructed a system, which has the capacity to serve said property. NOW THEREFORE, in consideration of the mutual promises contained herein, the parties hereby agree as follows: 1) Owner shall pay a total connection charge in the sum of $ , 000.00. Said sum shall bear interest at the rate of 4% per annum. Payments of the total connection charge shall be in monthly installments for a period of 15 years and will be $ 110.95 per month. The first installment is due and payable on 10/10/2007 , and like installments are due and payable on the 10th day of each and every month thereafter until the entire amount is paid in full, including interest and penalties, if any. Owner has the option to pay off the balance of Owner's obligation early without penalty. 2) All installment amounts due under this agreement will be added to the monthly water /sewer bill and will be the responsibility of the Owner. The installments will follow the same collection procedures as the water /sewer bill. If one month delinquent, a $5 penalty will be added and must be paid within thirty days. If two months delinquent, a water shut -off notice will be posted at the service location and a $10 service charge will be added. Payment in full is required. If the water is shut off for non - payment, there will also be a $25 turn-on fee to restore service. 3) All unpaid connection charges shall constitute a lien against all of the Owner's real property described above in this Agreement, and in event a lawsuit is instituted to collect any delinquent connection charges or installments, or to foreclose the liens therefore, the Owner agrees to pay the expenses of collection, including the costs of title search, costs of suit, and a reasonable attorney's fee. 4) The Agreement shall constitute a covenant appurtenant, running with the land, and shall be binding. If the property changes ownership, the entire unpaid balance with accrued interest will be immediately due and payable to the City. The only exception would be a surviving spouse who maintains ownership of the property. 5) Owner agrees to pay all applicable monthly sewer service charges to the City and to be bound by all future Resolutions of the City's, which may impose conditions or additional charges affecting service. Page 1 of 2 6) Side sewer charges and Metro Capacity Charges are not included in this agreement and are the sole responsibility of the Owner. All connection information and fees should be referenced to Ordinance No. 2177. IN WITNESS WHEREOF, the parties have affixed their signatures on the dates indicated below. OWNER: Kelle Symonds 12250 42 Ave S Tukwila WA 98168 -2525 By: G7 j� Date: / / _ d f Date: By: Date: STATE OF WASHINGTON ) COUNTY OF KING . ) On this day personally appeared before me, to me known to be the individual(s) described acknowledge that s /he /they signed the same as purposes therein mentioned. GIVEN under my hand and official seal this � $•' -i " v c ii • t ; �� glOTgq� 4 N. p y : Bi_1G • fa 4`: 19.0 .... �0 ( 14 14 ASVAI 1� U: \Word \Payment Plan Agreement.doc JF:ksn 8/27/2007 ss ACKNOWLEDGEMENT CITY: City of Tukwila, a Municipal Corporation of the State of Washington i.nance Director 4n + 1 It S. Or2c • in and who executed th� within and foregoing i g g instrument, and her/his /their free and voluntary act and deed, for the uses and '?" day of & 2 kMh X2007. Signature NIA (,'4 • (,C0 . (1 / 110 ; L/' Name as co missioned: i/t 0. A . 4[01. Notary Public in and for the State of Washington, residing at King County. My commission expires: 1 - 1') - 0 Page 2 of 2 20070330002005 CASH LLE 34.80 PAGE001 OF 003 03/30/2007 13:41 KING COUNTY, UA Return Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 RECEIVED COMMUNITY DEVELOPMENT LOT CONSOLIDATION NUMBER L o 1-- J 3 CITY OF TUKWILA, WASHINGTON Grantor(s): 5Y 0ES . Last Name First Name Last Name First Name Additional grantors on page _ of document. If needed Grantee(s): The Public Assessor's Property Tax Parcel or Account Number(s): 01 qO6 — v090 - Oh Legal Descriptions: Before the Lot Consolidation: L o + ! 7 a C-13 I ock 1.•, of` MIkt.Ahow a / c .-d- . f 1310‘. I.. of Aii J%1'aus A / "4 After the Lot Consolidation: oi- 1 �F . „Block 1. of Mitikto c sn AditIA CORRECTION RECEIVED CITY O TUKWILA JUL 2 370V :SCR LTR# pr �b DECLARATION: AFFIDAVIT OF OWNERSHIP FOR LOT CONSOLIDATION RECEIVED COMMUNITY DEvaopmeir Know all men by these presents that we, the undersigned, owner(s) in fee simple of the land herein described do hereby make a lot consolidation. The undersigned further declare this lot consolidation to be the graphic representation of said lot consolidation and the same is made with the free consent and in accordance with the desire of the owner(s). In witness wh reof we have set our hands and seals. Name: '`��� i Name: illIl Name: Name: Name: Name: Name: Name: STATE OF WASHINGTON County of King On this day personally appeared before me KE lie. S. Sy m oet c15 to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledge that SAe signed the same as her free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this gib day of jebruaf y , 20 07 . ( .1.� GG /U.�e GE A ' �FgO Signature: ,cr.l. SiON -V- it, 7 ' ieacy � • � Name as • ?v Title: /c/O, 4ry i • PUBIAG ; . 2; My appointment expires: 6/ 8 6-a 4 i i '4�. • • 6 .16 -��•' • C� l 'h i OF UVP+SN�.'• Reviewed and appPb &b t'he Short Subdivision Committee and hereby certified for filing this 26 day of M , 200'1. C -,/`/ Chair, Short Subdivision Committee Page 1 of r Attachment A: o 40r Pit 12 0• (D` S 1 keti kLAL Lf2 Ave So uTH = 10 bu4ui ►StF 12►d'�.., • FEB 0 ; .. COMMUNITY DEVELOPMENT Kelly Symonds 12250 42nd Ave S Tukwila, WA 98168 Invoice Number Date Due Date ON ACCT Current 0 - 30 0.00 0.00 31 -60 0.00. Don Olson Construction, Inc Lee's Sanitation Service P 0 Box 930 Sumner, WA 98390 Phone: (253) 735 -0911 Fax: (253) 735 -0968 STATEMENT Amount 0.00 61 -90 0.00 Amount Applied 2,200.00 Customer #: Customer Phone: Customer Fax: Date: Page: Past Due Balance - 2,200.00 SYMONDSK (206) 679 -3344 5/28/2007 1 j LeAlt_ _7(0 umk_ eszsE44-4-cs fe-ezs f ,_ ka„ ([2-. .f„ c„„Lcb_l_e, RECEIVED CITY '-E T! I KWILA JUL23700/ NTE 91 -120 0.00 CORRECTION LTR # .-� -- Current Balance 2lb Prior Amount Due - 2,200.00 - 2,200.00 PROPOSAL, SUBMITTED TO: Kelly Symonds HOME 9 : 206- 679 -3344 DATE: 9/2812006 MAWh 0 ADDRESS: 12250 42nd Ave. S. CELLS : WORK# : CITY, STATE AND ZIP CODE: Tukw la, WA. 98168 FAX?, : SITE ADDRESS: same, as above DESIGNER: We hereby submit specifications and )estimate for: 1'� ',, o%air anti Contract DON O1SON CONSTRUCTION, INC. ( 3) 736 -0911 • 1163) 735.0988 Fax P.O. Box 930 Sumner, Washington 98390 Install side sewer consisting of the following: conn‘ct @ existing 6" PVC sewer stub @I property line upto 5.5' depth 2 ea.1Cleanauts upto 100 1 4 " PVC w/ Wye fitting for future connection & bedding material connect to existing sewage outlet prior to existing septic tank aban'on existing septic tank (pump -out, crush lid, backfill w/ native material) backfil na ive material after inspection CL.S.$2;575.00� O tio' : Additional 80' sewer line to ara for future use, � g g� ,add $1,785.00 Instal new water) ne consisting of the following: conn = ct @ existing meter box upto 20 f 1" poly pipe w/ backflow prevehter and stub for future irrigation line connect @ foundation ( ts.si79soo) Optio»: additional 80' water line to garage for future use, add $1,080.00 plus to*, permits and bond DOCIInitial Project: Terms: 1/2 down, balance due upon completion We accept Osa/MNasterCard/American Express Page 1 of 2 Customer Initial Date of Work Description $ Amount 9/19/2007 • Pump Out Septic Tank for abandonment No charge, payment included in side sewer costs V7/ LV/ LVV I 14.U.4 GJJ IJJV70o Lee's Sanitation Service, Inc. A Division of Don Olson Construction Inc. P.O. BOX 930 SUMNER, WASHINGTON 98390 (253) 735 -6167 Fax (253) 735 -0968 TO: Kelly Symonds 12250 42nd Ave. S. Tukwila, WA. 98168 206- 679 -3344 TERMS: COD A service charge of 1.5% per month will be assessed on all past due accounts. VLJVIIVVt1V U Job Site: Same INVOICE 2869 DATE: September 19, 2007 Pumper: Steve Roseno Sub - Total: 8.96% Sales Tax: Total Invoice Amount: Less Payment: Total Amount Due: Residential Sewer Use Certification `Sewage Treatment Capacity Charge • To be completed for all new sewer connections, re- connections, or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type Property Street Address 3 IC-U.5 L W A- c g l 1$ City State ZIP K ale Sue_ S monceS Owner's Name V Owner's Mailing Address City Owner's Phone Number (with Area Code) Name City i 225 0 '{'Lt' — /u¢_. S. 2. 33`1"t- se_.. Street Address Signature of Owner /Representative Print Name of Owner /Representative State ZIP Property Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): State ZIP Pl9ase check appropriate box: L1G Single- family (free standing, detached only) Multi - Family (any shared walls): ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces Residential Customer Equivalent (RCE) 1.0 x 0.64 = 1.6 2.4 3.2 if Multi- family, will units be sold individually? Yes No if yes, will this property have a Homeowner's Association? Yes ❑ No For King County Use Only Account # No. of RCEs Monthly Rate 6 Month Rate I tit LA Sewer District Date of Sewer Connection Side Sewer Permit Number DO -216 11900 - 00q 0 Required: Property Tax Parcel Number 1057 (Rev. 10/04) White — King County Yellow — Local Se g cy r Customer King County Department of Natural Resources and Parks Wastewater Treatment Division Subdivision Number RECEIVED CITY ! JKWILA Subdivision Name Lot Number Block NumbejuL 2 3 7nr Building Name E i;Jltl LAN 1 Please report any demolitions of pre- existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes LNo Was building on Sanitary Sewer? ❑ Yes teNo Sewer disconnect date: Type of building demolished? Request to apply demolition`srel ter �'4l0l jings? ❑Yes 0 N LTR# x1 — ❑ ❑ r ❑ Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolita sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206-684-1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of • cted data for determination of a revised capacity charge. /400104) Date 7-A3 -0 7 wer en Pink — Sewer nio Pink Sewe CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 -431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 - 431 -3670 STATE OF WASHINGTON) COUNTY OF KING AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO.: 1O2- (1 1 PM` . SS. �r!/e [please print] \applications\8 -2004 affidavit in lieu of contractor registration Residing at , states as follows: 1. I have made application for a building 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 building 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 building permit to be exempt under No. 1a, , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. Signed and sworn to before me this day of Se ernb,e , 200 7 J/1/14;e � ( OTARY PUBLIC in and for the State of Washington, , County. Name as commissioned: c ( - i e A cJe(%e My commission expires: ag -/ d 18.27.090 Exemptions. This chapter shall not apply to: 1. 2. 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; 3. Officers of the court when they are acting within the scope of their office; 4. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 5. 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; 6. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of the structure; 7. Any construction, alteration, improvement or repair of personal property, except this chapter shall apply to all mobile, manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 8. 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; 9. 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; 10. Any work or operation on one undertaking or project by one or more contractors, the aggregate contract price of which for labor and materials and all other items is less than $500.00, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in all instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into \applications\8 -2004 affidavit in lieu of contractor registration w contracts of amounts less than $500.00 for the purpose of the 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 is a contractor, or that he is qualified to engage in the business of contractor; 11. 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 then any of the above work is performed by a registered contractor; 12. An owner who contracts for a project with a registered owner; 13. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but his exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 14. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 15. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws 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 licensee is operating within the scope of his license; 16. Any person who engages in the activities herein regulated as ..an employee of a registered contractor with wages as his sole compensation; 17. Contractors on highway projects who have been prequalified as required by chapter 13 of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. License Information License CFCCOC *932B6 Licensee Name CFC CONSTRUCTION Licensee Type CONSTRUCTION CONTRACTOR UBI 602689048 Ind. Ins. Account Id #1 Business Type INDIVIDUAL Address 1 20233 SE 192ND ST Address 2 City RENTON County KING State WA Zip 98058 Phone 4254132102 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 1/26/2007 Expiration Date 1/26/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 CBIC SH1354 01/24/2007 Until Cancelled $12,000.00 01/26/2007 Business Owner Information Name Role Effective Date Expiration Date CUMMINGS, CHRIS F OWNER 01/26/2007 Look Up a Contractor, Electrician or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Savings Information Page 1 of 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= CFCCOC *932B6 09/21/2007 PAGE NO. DESCRIPTION CS1 COVER Eel ENERGY CODE SITE SITE PLAN ONE FOUNDATION PLAN 2 MAIN FLOOR FRAMING PLAN 3 MAIN FLOOR PLAN 4 ROOF FRAMING PLAN 5 ELEVATIONS 6 BUILDING SECTIONS 51 STRUCTURAL DETAILS 82 STRUCTURAL DETAILS 4 eIRACED WALL PANELS 53 STRUCTURAL NOTES NTS PROJECT LOCATION REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 3 2007 Ar City Of Tukwila BUILDIN DM N SEPARATE PERMIT REQUIRED FOR: Apical Electrical lumbing le Gas Piping City of Tukwila BUILDING DIVISION LOT SUMMARY: LOT SIZE = 9,100 S.F. EXISTING HOUSE = 664 S.F. EXISTING DECKS = 104 S.F. EXISTING GARAGE = 600 S.F. NEW ADDITION = 261 S.F. NEW COVERED = 288 S.F. PORCH AND DECKS TOTAL= 2,523 S.F. (2,523/9,100)x 100 = 2113% < 35% OF TOTAL LOT RECE1VED ' TUKWILP JUN 1 8 2(117 1M O Nl ft . � Plan rvlett :pr'sIs subject b errors and amlatexit P7, e7 c - .:coon documents dew not euttiorts _.._ _ - , ... . : c. cond:tiop. Is adcwitriedgek � T CIty Of Tukwila BU`r DIVISION PROJECT DESCRIPTION: 1.) REMODEL THE EXISTING HOME BY ADDING A MASTER BEDROOM AND A NEW MASTER BATH AND A NEW WALK IN CLOSET. 2,) WE ARE ALSO ADDING A NEW COVERED FRONT PORCH AND A NEW DECK BETWEEN THE NEW FRONT PORCH AND THE EXISTING GARAGE. REVISIONS NOchanges e made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees] 1)01-w. THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLELY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE OF THIS DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF RAY BRADSHAW, WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. CONTRACTOR SHALL. VERIFY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE WORK BEFORE PROCEEDING_ THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND /OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL EE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. DI co ‘-‘ 5 Ci co 0 U U O O } O U z 0 a a z 0 N FILE NUMBER COPYRIGHT 02001 ,A+ Design 01 -109 DRAWN BY Rme Date p -12 -01 1 O N c ,l m C m � w � cD ' Dz 0 aC 4- CD fla 0 m %4 0 • tki Co IL Project SYMONDS ADDITION Sheet Cs' FLOOR AREA, FT GLAZING AREA .10 % OF FLOOR GLAZING U- FACTOR DOOR U- FACTOR BEDROOMS VAULTED CEILING WALL ABOVE GRADE WALL INT 4 BELOW GRADE 2 OR LESS FLOOR 3 VERTICAL 4 I. 5 6 056 1 R -38 S R -15 MIN. MAX. MN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. LESS THAN 500 50 15 65 95 80 120 95 143 110 165 125 185 140 210 501 -1000 55 53 10 105 85 125 100 150 115 113 130 195 145 215 1001 -1500 60 90 75 113 90 135 105 155 120 ISO 135 203 150 225 1501 -2000 65 95 S0 120 95 143 110 165 125 155 140 210 155 233 2001 -2500 10 105 55 125 100 150 115 113 130 195 145 215 160 240 2501 -3000 15 113 90 135 105 155 120 180 135 203 150 225 165 245 3001 -3500 80 120 95 143 110 165 125 155 140 210 155 233 110 255 3501 -4000 55 125 100 150 115 113 130 195 145 215 160 240 115 263 4001 -5000 95 143 110 165 125 155 140 210 155 233 110 255 155 215 5001 -6000 105 155 120 150 135 203 150 225 165 245 150 210 195 293 6001 -1000 115 113 130 195 145 218 160 240 115 263 190 285 205 305 1001 -5000 125 188 140 210 155 233 110 255 185 215 200 300 215 323 5001 -9000 135 203 150 225 165 245 ISO 210 195 293 210 315 225 335 GREATER THAN 9000 145 215 160 240 115 263 190 255 205 305 220 330 235 353 OPTION GLAZING AREA .10 % OF FLOOR GLAZING U- FACTOR DOOR U- FACTOR CEILING VAULTED CEILING WALL ABOVE GRADE WALL INT 4 BELOW GRADE WALL EXT BELOW GRADE FLOOR SLAB ON GRADE VERTICAL II OVERHEAD I. 12% 0.35 056 020 R -38 R -30 R -15 R -15 R -I0 R -30 R -I0 II.' IS%o 0.40 058 020 R -38 R -30 R -2I R -21 R -10 R -30 R -10 III. 250 0.40 058 020 R -35 R - 30 R -21 R -21 R -I0 R -30 R -10 6 INCH GROUP R -1 6 INCH NO LIMIT 3 125 6 INCH 15 6 INCH NO LIMIT 3 125 -I INCH AND R -4 -I INCH NO LIMIT 3 OCCUPANCY ONLY IV. UNLIMITED 0.40 058 020 R -35 R -30 R -21 R -21 R -10 R -30 R -10 GROUP R -3 AND R -4 OCCUPANCY ONLY V. UNLIMITED 035 058 0.20 R -35/ R -30/ R -2I/ R -15 R -I0 R -30/ R -10 GROUP R -I U =0.031 U= 0034 U =0 .060 U =0.029 NOMHLAIAtiiDVR ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSEMBLIES BLILT IN ACCORDANCE WITH SECTIOP OCCUPANCY ONLY FAN TESTED CFM AT 025" W. MINIMUM FLEX DIAMETER MAXIMUM LENGTH FEET MINIMUM SMOOTH DIAMETER MAXIMUM LENGTH FEET MAXIMUM ELBOWS (I) 50 4 INCH 25 4 INCH 10 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 -I INCH 10 -I INCH NO LIMIT 3 REQUIRED FLOW (CFM) PER TABLE 3 -2 MIN. SMOOTH DUCT DIA_ MIN. FLEXIBLE DUCT DIA. MIN. FLEXIBLE DUCT DIA. MAX. LENGTH' MAX. NUMBER OF ELBOWS 2 50 - 80 6" -" 100 CFM 20' 3 80 -I25 1" 5" 25 CFM 20' 3 115 -115 8" 10" 25 CFM 20' 3 110 -240 9" II" 25 CFM 20' 3 INTERMITTENTLY OPERATING BATHROOMS KITCHEN'S 50 CFM 100 CFM CONTINUOUS OPERATION 20 CFM 25 CFM 4 GENERAL- PROM S IONS 1. ALL STRUCTURAL SOFTWOOD PLYWOOD, PARTICLE- BOARD, WAFER BOARD AND ORIENTED STRAND BOARD ARE STAMPED "EXPOSURE 1" 2. RECESSED LIGHTS ARE I.C. RATED, DOUBLE WALL CAN LIGHTS I -ITS PER W.S.E.C. SEC. 502.4.4. DOOR U -VALUE = 0.20 I. EXTERIOR SWINGING DOORS IN HEATED SPACE WITH MAXIMUM U -VALUE OF 0.20. INSULATION A. CEILINGS = R -38, VAULTED CEILINGS - R -30 1. CEILINGS TO I-1AVE BAFFLES MAINTAINING 1" MININUM 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 I. ALL EXTERIOR WALL CAVITIES, INCLUDING CAVITIES ISOLATED DURING FRAMING, MUST BE FILLED WITI -1 UNCOMPRESSED INSULATION. 3. FACED BATTS ARE LAPPED AND ARE TO BE STAPLED TO FACE OF STUDS. UNPAGED BATTS ARE TO BE FRICTION FIT WITH 4 MIL VISQUEEN STAPLED TO FACE OF STUDS OR VAPOR BARRIER PAINT WITH DRY CUP PER RATE OF 1 MAX MAY BE SUBSTITUTED FOR 4 MIL VISQUEEN. 4. INSULATE BEHIND TUB /SHOWER, PARTITIONS AND CORNERS C. FLOORS = R -30 (CAN BE RIGID INSULATION AT CONTR'ACTOR'S OPTION) 1. UNDERFLOOR 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 -10 EXTRUDED POLYSTYRENE FOR A DISTANCE OF 24" INWARD FROM THE FOUNDATION WALL OR DOWN TO THE TOP OF THE FOOTING. MOISTURE CONTROL 1. ALL VENTS 51-1ALL BE COVERED WITH 1/4" CORROSION RESISTANT WIRE MESH PER I.R.C. R408.2 4 8806.1, 2, CRAWL SPACE MUST HAVE 6 MIL BLACK VISQUEEN GROUND COVER PER W.S.E.C. SECTION 502.1.6.1. 3. EXTERIOR DOORS AND WINDOWS ARE TO BE CAULKED AND WEATHERSTRIPPED. 4. RECESSED LIGHT FIXTURES TO LIMIT AIR LEAKAGE PER WSEC 502.4.4. IN UNCONDITIONED AREAS. 5. ALL PLUMBING, ELECTRICAL AND IVAC 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. - 1. SOLE PLATE IS CAULKED OR GLUED TO SUBFLOOR. S. CAULK /SEAL RIM JOISTS BETWEEN STORIES. 9. WHEN PENETRATIONS NEED FIRESTOPING AND REVEAL, DISCUSS WITI-4 YOUR BUILDING DEPARTMENT INSP. FURNACE AND WATER I- 1EATING 1. 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 10I5. 2. IN UNHEATED AREAS, I-10T AND COLD WATER PIPES ARE TO BE INSULATED TO R -3. 3. WATER HEATER STORAGE TANK TO BE LABELED AS MEETING THE 1981 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 -10 PAD BETWEEN TI-4E WATER HEATER AND THE SLAB. 5. LAVATORIES, TUBS AND SHOWERS ARE TO HAVE FLOW RESTRICTORS TO LIMIT HOT WATER DISCHARGE TO 2.5 GPM. VAPOR RETARDE FLOOR: EXT. T 4G PLYWOOD WALL: PYA - PA NT CEILING: PVA - PA NT 1 Cv =IREPLACES 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. COMBUSTION AIR DUCT MUST BE EQUIPPED WITH AN ACCESSIBLE DAMPER. COMBUSTION AIR MUST ORIGINATE BELOW TI-1E FIREBOX. 3. TIGHTLY FITTING FLUE DAMPER WITH MANUAL OR AUTOMATIC CONTROLS. WJOODSTOYES 1. WOODSTOVES ARE TO HAVE TIGHT FITTING GLASS OR METAL DOORS. 2. WOODSTOVES ARE TO HAVE OUTSIDE COMBUSTION AIR DUCTED TO FIREBOX. COMBUSTION AIR DUCT MUST BE EQUIPPED WITH AN ACCESSIBLE DAMPER. COMBUSTION AIR MUST ORIGINATE BELOW THE FIREBOX. 3. WOODSTOVES MUST BE WASHINGTON STATE CERTIFIED. WI-IOL E I -LOUSE VENT I LAT ION USING T14E PRESCRIPTIVE MET -OD (2003 VIAQ 303.4) WHOLE HOUSE VENTILATION SI -1ALL COMPLY WITH 2003 VIAQ SECTION 303.4.1, 303.4.2, 303.43, OR 303.4.4. SYSTEM TO BE DETERMINED BY WASHINGTON STATE LICENSED MECI- IANICAL CONTRACTOR. 24T4 TA LES Y. I .A.Q. TALE 3 -1 MINIMUM SOURCE SPECIFIC VENTILATION CAPACITY REQUIREMENTS TALE 3 -3 PRESCRIPTIVE EXHAUST DUCT SIZING Y.I.4.Q. TABLE 3 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LESS* MINIMUM AND MAXIMUM VENTILATION RATES: CUBIC FEET PER MINUTE (CFM) * FOR RESIDENCES THAT EXCEEDS BEDROOMS, INCREASE THE MINIMUM REQUIREMENT LISTED FOR S BEDROOMS BY AN ADDITIONAL 15 CFM PER BEDROOM. THE MAXIMUM CFM 15 EQUAL TO 1.5 TIMES THE MINIMUM. 1. FOR EACH ADDITIONAL ELBOW SUBTRACT 10 FEET FROM LENGTH. 2. FLEX DUCTS OP THIS DIAMETER ARE NOT PERMITTED WITH FANS OF THIS SIZE. \.I .A.Q. TABLE 3 - 5 PRESCRIPTIVE INTEGRATED FORCED AIR SUPPLY DUCT SIZING 1. FOR LENGTH OVER 20 FEET INCREASE DUCT DIAMETER I INCH. 2. FOR ELBOWS NUMBERING MORE THAN 3 INCREASE DUCT DIAMETER I INCH. FINAL DRAWING THIS DRAWING 15 IN PROCESS. EVEN 'FINAL' DRAWINGS ARE SUBJECT TO CHANGE UNTIL APPROVED BY ALL PARTIES HAVING INTEREST, OVERSIGHT, OR JURISDICTION. UPON RECEIVING FEEDBACK, UPDATED REQUIREMENTS, CLIENT - INITIATED CHANGES, OR WHEN DISCREPANCIES ARE DISCOVERED, A+ DESIGN WILL DILIGENTLY REVISE THIS DRAWING, AS INDICATED. J05 TYPE: REMODEL /ADD IT ION OCCUPANCY: SINGLE FAMILY PRESCRIPTIVE TAIL_E -1: OPTION IV FUEL: FORCED MEAT /OPT. ELECTRIC 1 --TEAT CLIMATE ZONE 1 WINDOW U -VALUE .40 DOORS U- VALUE _20 CEILING ATTICS 1R -3S CF IL ING VAULTED 1R-30 ABOVE GRADE WALLS R- 21 BELOW GRADE WALLS INTERIOR R -21 BELOW) GRADE WALLS EXTERIOR 1R- 10 FLOORS R-30 SLABS R -10 AREA CALCULATIONS NEW MAIN FLOOR ADDITION 2645F. EXISTING HOUSE MAIN 4 UPPER FLOOR 6646f. TOTAL: 931 $f. 1- IEATING / COOLING PRESCRIPTIVE REQUIREMENTS PRESCRIPTIVE REQUIREMENTS BASED ON CH. (9) OF THE W.S.E.C. GROUP 'R' - CLIMATE ZONE -I - OPTION '4' - USED FOR THIS PROJECT MAXIMUM REQUIREMENTS: 20 BTU /HR x 931 SQ. FT. = 18,620 BTU /HR EXHAUST FANS UTILIZED FOR WHOLE HOUSE VENTILATION USING NE PRESCRIPTIVE METHOD VIAQ 303.4.1 WHOLE HOUSE FAN LOCATED la STORAGE MINIMUM CFM = 55 CFM MAXIMUM CFM = 83 CFM SIZE BASED ON 2 BEDROOMS 4 HOUSE SQUARE FOOTAGE BETWEEN 500 -1000 SQUARE FEET HEATING SYSTEM: MANUFACTURE PER CONTRACTOR VAPOR RETARDERS: FLOOR EXTERIOR TAG PLYWOOD WALLS 4- MILL POLY OR PVA PRIMER CEILINGS 4- MILL POLY OR PVA PRIMER NOT REQ'D AT CEILING IF 12" OF AIR SPACE PROVIDED ABOVE INSULATION. VENTILATION SYSTEM SIZING PER TABLE 3 -2 OF THE 2003 V.I.A.Q. PRESCRIPTIVE SOURCE SPECIFIC EXHAUST VENTILATION PER V.I.A.Q.. SECTION 303.3 HEATING / COOLING PRESCRIPTIVE REQUIREMENTS FOR OPTIONAL ELECTRIC 1-1EAT PRESCRIPTIVE HEATING SYSTEM SIZING FOR NEW CONSTRUCTION PER WASHINGTON STATE ENERGY CODE 2003 EDITION CHAPTER 9 MAX. HEAT SYSTEM SIZE: W451- 1INGtON STATE ENERGY CODE - tA3LE 6-1 PRESCRIPTIVE REQUIREMENTS 0.1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 REFERENCE CASE REQUIREMENTS: 931 SQ. FT. X .005882 = 5.4 - 161 MAX KW OUTPUT I Z 1 L MINIMUM REQUIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATIO TO THE CONDITIONED FLOOR AREA OF 13%, IT SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE 15% GLAZING OPTION (OR HIGHER) PROPOSED DESIGNS WHICH CANNOT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPLIANCE BY CI- IAPTERS 4 OR 5 OF THIS CODE. 2. REQUIREMENT APPLIES TO ALL CEILINGS EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILINGS. 'ADV DENOTES ADVANCED FRAMED CEILING. 3. REQUIREMENT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILINGS. 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R -10, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVE GRADE. EXTERIOR INSULATION INSTALLED ON BELOW GRADE WALLS SHALL 6E A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. SEE SECTION 6022. 5. FLOORS OVER CRAWL SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB PERIMETER INSULATION SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. SEE SECTION 602.4. 1. INT. DENOTES STANDARD FRAMING 16 INC1-4E5 ON CENTER WITH HEADERS INSULATED WITH A MINIMUM OF R -10 INSULATION. S. THIS WALL INSULATION REQUIREMENT DENOTES R -19 WALL CAVITY INSULATION PLUS R -5 FOAM SHEATHING. 9. DOORS INCLUDING ALL FIRE POORS, SHALL BE ASSIGNED DEFAULT U- FACTORS FROM TABLE 10 -6C. 10. WHERE A MAXIMUM GLAZING AREA IS LISTED, THE TOTAL GLAZING AREA (COMBINED VERTICAL PLUS OVERHEAD) AS A PERCENT OF GRO55 CONDITIONED FLOOR AREA SHALL BE LESS THAN OR EQUAL TO THAT VALUE. OVERHEAD GLAZING WITH U- FACTOR OF U =0.40 OR LE55 15 NOT INCLUDED IN GLAZING AREA L IMITATIONS. II. OVERHEAD GLAZING SHALL HAVE U- FACTORS DETERMINED IN ACCORDANCE WITH NFRC 100 OR AS SPECIFIED IN SECTION 502.15_ 12. LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNE55 OF 35" ARE EXEMPT FROM THIS INSULATION REQUIREMENT. REVIEWED FOR • CODE COMPLIANCE APPROVED AUG 1 3 2007 City Of Tukwila B ILDIN DIVI ION 60Li_ HI UEIVED Ct F' -.F TUKWILA JUN 1 3 7007 PERMIT CENTER THIS DRAWING IS COPYRIGHTED AND 15 TO BE USED SOLELY FOR THE CONSTRICTION OF THE SUBJECT PROJECT. NO OTHER USE OF THIS DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF A+ DESIGN. UIRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE WORK BEFORE PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND /OR CONDITIONS SHOUi'I ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. 2 4 to I N COPYRIGHT CQ 2007 A+ Design Project SYMONDS ADDITION FILE NUMBER 01 -109 DRAWN BY RMB Date - 12 -0 i APPROX1MATELY 65' FROM PROPERTY LINE TO RIVER SANK NEAREST FIRE!- IYDRANT 0 w } 12250 42nd AYE S. TUKWILA, WA. 9S168 GITE PLAN 1" =1d ADDRESS 7 8. 593 LE&AL D IDESCRIPTION OWNER KELLE SYMONDS PI-4_ (206) 679 -3344 TAX PARCEL NO: 01150000W EXISTING GARAGE TO REMAIN i I EXISTING DOWNSPOUT SYSTEM TO REMAIN EXISTING DECKS TO REMAIN LOT SUMMARY: LOT SIZE = 9,100 S.F. EXISTING HOUSE EXISTING DECKS EXISTING GARAGE NEW ADDITION NEW COVERED PORCH AND DECKS = 664 S.F. = 104 S.F. • 600 S.F. = 267 S.F. = 255 5.F. TOTAL= 2,523 5.F. (2,523/9,100)x 100 = 27.72% < 359 OF TOTAL LOT REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 3 2007 City Of Tukwila BUILDING 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: By: WATER- 5Eiev /CE Li?JC Rac AcEMEHr SEFT/C /- 8,9- N,D[evi-t sw 7 NE W sss CORRECTION LT R# �---° b RECEIVED P.ECEIUED Clive i T►i. A/!f 1 Cl T;r',,_ T `'K' TLA JUN 1 71�or JU1-"27 L 2 3 ?�!t►7 _ _ S"' t {i' 711 T CEN ER THIS DRAWING I5 COPYRIGHTED AND 15 TO BE USED SOLELY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE OF THIS DRAWING SHALL 6E PERMITTED WITHOUT THE WRITTEN CONSENT OF RAY BRADSHAW. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE WORK HEFORE PROCEEDING. THI5 OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND /OR CONDITIONS SHOWN ON THESE DRAWINGS, ANY SUCH VARIATION SHALL. EIE RESOLVED BY THIS OFFICE PRIOR TO N 151 cre N Q� 0 u Q) _p; (S3 U E 0 U � 0 U 6 V 0 0- LU , co d) A in T. 31 - 2 0 .c%Ni 0 til � Ze o — � Q 4 t0 z 0 E to VJ A+ Design Project SYMONDS ADDITION FILE NUMBER 01 -105 DRAWN BY RM8 Data 6 -12-07 COPYRIGI4T© 200T J 1 FOOTING NOTES: r o e 4x4 ON 12 "xl2 "x8" CONC. L J PAD w/ (2) 1 ``4 BARS 12 BOTTOM EACI -1 WAY 4x4 ON IS "xlS"xe CONC. PAD w/ (2) 1 P4 BARS BOTTOM EACH WAY POST 4x4 D.F,* 2 w /AB POST BASE 4 POST CAP. (TYP. 4 PLACES) FACE OF DECK ASV. 24 "DIA. x42" DEEP CONC. FOOTING PER DETAIL I5 /S1 (TYP. 6 PLACES) r 11. Q a a C a V I- pr d w p d • ♦ v' A• d 6 d ▪ ♦ V P• EXISTING CRAWL SPACE 4 EXISTING FOUNDATION TO REMAIN • 6 d . ♦ V A• 0 I I Q, II. 1- I 4 II 4 -r1 1/4" (VERIFY) * "` • q rO +I � � • Q O t. G T r D.F.• 2 - I ii r -1 r - I - r - -� `- (1 --Li 1� r • -r -- - CR4LUL PACE 6 MIL SLACK 'VISQUEEN VAPOR m BARRIER OVER 0 ENTIRE CRAWL SPACE. 18" MIN. CLEARANCE UNDER FLOOR JOISTS. m • ♦ P m u �!X 0 r y 4' -SII 0 o 7 -I-1-r 18! 0 ////////////////// 7 I 1 / / 1 I (/ I (/ I ^/ 1 / ' XISTING GARAGE FOUNDATION TO REMAIN I ` I ' 1 ;✓ 4 7_173 —' - 3 -10 t - FOUNDATION NOTES: Y;;w 0J 1- / 0 ± 'G 12 •_ • 1-s" / 1 – r- I - - r r a � . / . , 3 -I 1 -10" • SOLID BLOCKING OVER SUPPORTS. • ALL FIGS. TO BEAR ON UNDISTURBED SOIL MIN. 1,500 lbs. P.S.F. • FOUNDATION STEEL PER DETAIL, SEE DTL. 4 SHEAR SHEETS, AS REQ'D. • FIVE SACK MINIMUM CONCRETE MIX • DON'T PLACE VENTS BELOW SQUASH BLOCKING OR COLUMNS ABOVE. INDICATES ST1 -11D4RJ HOLD DOWN PER DETAIL 1/52. IS - r (I) #4x2' -O" 24 "o.c. DOW DRILL 4 EPDXY INTO EXI TING FOUNDATION. EMESED 6" INTO EXISTING CONCRETE. (TY. 4 LOCATIONS) SPECIAL INSPECTION RE UIRED. r - - , p I ! 1 I j E - r ' 1 , 12 3 -10 3 -10" .11 - SII FOUNDATION FLAN 1/4 " =1 -O" , - -- -.. r-I ,12 1 11' 1 - 6' -5" N In O • --a 24 "x24 "x1O" CONC. FOOTING w /(2) •4 S.E.W. (TYP.) 261 5Q. FT. AREA 150 TYP. VENT '1"x14" x .15 = .51 SQ. FT. PER VENT 144 VENTS REQUIRED = 1.1S SQ. FT. REQUIRED I 0 I 1. --a CRAWL SPACE VENTILATION I. 15 = 3.4S USE MIN. OF 4 VENTS .51 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 3 2007 City Of Tukwila I N =ON RECEIVED CITY ,- )F uKVVILA JUN 1 3 ?007 i E-i ITGIN ZR T1-116 DRAWING IS COPYRIGHTED AND IS TO BE USED SOLELY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE OF THIS DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF RAY BRADSHAW. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS_ CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE WORK BEFORE PROCEEDING. 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 CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. gl c 0 iL1 IL u d Ea 4 n' O co m °' m N r LU UJ �nz 0 V CERTIFIED PROFESSIONAL BUILDING DESIGNER U O 0. w w O U 4,, z A Q 4 N O z 0 N COPYRIGHT © 200'1 ,4+ Design z 4 Fro,Jeet SYMONDS 'ADDITION FILE NUMBER o1 - 109 DRAWN BY 1RMS Date l 12 - 0 - 1 Sheet 1 r ' E,T.4 -4lO P.T_4x10 H V K VKIK t ' >V / / �3� titi mm z - 1 2x10 LEDGER ' Lu /(3) 1660 24 "o.c 4 (1) 1/2" DIA.xS 1/2" LAGSCREW 2S "o,c, TO DBL. BLOCKING BETWEEN EXISTING STUDS. (TYP.) 0 EXISTING WALLS , P1 EXISTING GARAGE 2x10 LEDGER 1(3) 16d0 24 "o.c 4 (1) 1/2" DIA,xS 1/2" LAGSCREW 2S "o c 0 DBL. BLOCKING ETWEEN EXISTING STUDS. (TYP.) 0 EXISTING WALLS r I 1 q , o N 0 Q - 1 11 I I II I I I I 1 P. T. 2x10 LEDGER Vw /(2) ROWS OF 16d NAILS/ , V ID 3 "o.c. 4 1/2" DIA, x S" rL AGSCREWS �+ 16 1 / • 14.U.C, HANGER (TYP,) START LAYOUT OF DECK JOIST P.T.2x10 14.F,* 2 0 16 "o,c. 1/4 1 - + = A Ai /11 II i I II AL AL I 1 P.T.4x10 D.F. 2 (TYP.) MAIN FLOOR F��4MINCx FLAN 0 ' k' r - -, r __� II _ , r T 11� TII j a " * ff.. RM• Fri 11 II "Tr 11 4 II 1 :/ 11 I 11 II II II II 11/ 11 11 II II II II 11 11 / 11 / II / 11 / 11 II 11 11 II 11 II 11 � A - �� _ .LI_ l_ _ il_ _ JI_ _Al_ _ iw f • ALL FLOOR JOISTS TO BE 2x10 I4.F.* 2 0 16" O,C, UNLESS NOTED. 0 ALL FLOOR JOIST TO 5E BLOCKED 4) BEARING. ® SEE MAIN FLOOR PLAN FOR BEAM SIZES U.N.O. = EXISTING TO REMAIN I II I 11 1 I I I I II I II I I I II I II I II II I I I 1 I II I I I I I I I I I I MAIN FLOOR FRAMING NOTES: • ALL POSTS TO BE 4 X 4 HF *2 ID 4X BEAMS, 4 X 60 BM. SPLICE ALL CAPS TO BE AC44 AND ALL SASES TO BE AB44 AT ALL 4 X 4 POSTS, TYPICAL • USE (2) 2 X 6 1-4F *2 COLUMNS AT ALL HEADERS AND USE (2) 2 X 6 I-IF *2 COLUMNS AT ALL SEAMS, U.O.N. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 3 2007 City Of Tukvyila _ I D. '. ON RECEIVED JUN 1 3 7007 P EHM ri CENTER TI-115 DRAWING IS GOFYRIGI -{TED AND IS TO BE USED SOLELY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE OF THIS DRAWING- SHALL eE PERMITTED WITHOUT THE WRITTEN CONSENT OF RAY BRADSIHAW_ WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING- TO THE WORK BEFORE PROCEEDING. 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 CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. 1 0 0 rn � Z 76 LI 2 3)c al nz to z 0 0 V ,, Q.) '4-1:3 -,3 u co 4 ; ,.., E ° Ni el (736 ;17 2 CERTIFIED PROFESSIONAL BUILDING DESI 0 LU 403. 4 1 Z cv �� FLi 4 z 0 ww � V) COPYRIGHT 02001 4+ Design Prc,jeet SYMONDS ADDITION FILE NUMBER o1 - 10e DRAWN By 1R I } 17..E Pale l0 -12 -01 P.T. 6x6 D,F,* 1 POST FULL HT FDN TO ROOF w /ECC46 COL CAPS (6 LOCATIONS) CARPET/ XISTING P.T.4x8 D.F,* 1 ABV,(TYP.) I�. Y R' M IN L..- PAN ) LL 6ELoW XISTIN LDY 14.s./ XISTING LIVING FROOM ARPET (V m M FL- -S e - Ir.rr�rr�wr�r.rrr.�n ! I MST48 STRAP6BEAM SPLICE. CENTER STRA SPLICE AT CENTERLINE POST. FILL ALL HOLES 1Od NAILS.(TYP,) g OF WITH R31 1.5 stairways R311.5,1 Width. Stairways shall not be less than 36 inches. Minimum clear width of stairway including tread and landings at and below handrail height shall not be less than 31.5 inches. R311.5.2 Headroom. The minimum headroom in all parts of the stairway shall not be less than inches. R311,5.3 Stair treads and risers R311.5.3.1 Riser height. Maximum riser height shall be 7- 37- 3 / leading edges of adjacent treads. R311.5.3 Tread depth. The minimum tread depth shall be 10 inches...measured between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inches. FAN V.T.O.S. - I' -8 1/2" P.T.4x8 a ABV,(TYP.) I 36" HT w/ 2x2 EQUAL 2x6 WALL 2x6 WALL I I' -11 l/4 (VERIFY) REMOVE EXISTIN SIDING FROM EXISTING EXTERIOR OF THIS WALL 3 1/2" 3' -11 1/4" NEW MASTER !BEDROOM CARPET SLIDER 5' -0" x 3' -0" RAIL ICKETT OR FACE OF NEW WALL - STUD EXISTING GARAGE �`�FILL EXISTING 2x4 STUD WALL WITH O Rle INSULATION AND COVER WITH (2) LAYER OF 5/8" GYP, TYPE 'X' WITH PVA PAINT BARRIER, Bedroom windows) EGRESS REQUIREMENTS R310.1 Emergency escape and rescue required. Basements with habitable space and every sleeping room shall have at least one operable emergency escape and rescue opening... Where emergency escape and rescue opening are provided they shall have a sill height of not more than 44 inches above the floor. R310.1.1 Minimum opening area. All emergency escape and rescue openings shall have a minimum net clear opening of 5.7 square feet. Exception: Grade floor openings shall have a minimum net clear opening of 5 square feet. R310.1.2 Minimum opening height 24 inches. R310.1.3 Minimum opening width 20 inches. R310.2 Window wells: minimum 9 square feet horizontal area...minimum 36 inches horizontal projection and width. 4 SHELVE 4x4 D.F.* 2 POST w /EPC POST CAP (2 LOCATIONS)(TYP,) HUC HANGER (TYP.) A � I. 1•1 ■I■ fi MAIN FLOOR PLAN 1/4 " =1' -O" ri - - -+ I a BwP -x REVIEWED FOR CODE COMPLIANCE LSPROVED AUG 1 3 2007 "Jf Tukwila _.•it G MGM; MAIN FLOOR NOTES: " ALL BMS, 4 HORS. TO BE 4x10 D,F. *2 U.O,N. TYP, PLATE TO MATCH EXISTING U.N.O. SOLID BLOCKING OVER ALL SUPPORTS. " FIRE BLOCKING AT ALL PLUMBING PENETRATIONS PER 2003 I.R.C. SECTION R602,8. - TOP WINDOWS TO MATCH EXISTING A.F.F. U.N.O. " ALL EXTERIOR WALLS TO BE 2 X 6 n 16" O,C., U.O.N. SMOKE DETECTORS TO BE HOT WIRED w/ BATTERY BACKUP 4 DISCONNECT SWITCH (FOR CIRCUIT PROTECTION ONLY) SMOKE DETECTORS TO BE AUDIBLE IN ALL BEDROOMS. ALL WALLS, CEILINGS, BEAMS AND COLUMNS IN THE GARAGE SHOULD BE PROVIDED WITH (2) LAYERS 5/8" TYPE 'X' GYPSOARD WHERE THEY SUPPORT FRAMING ABOVE OR ARE IN COMMON WITH LIVING RESIDENCE, " ALL SKYLIGHTS TO BE 2 X 4, 2 X 6 OR 4 X 4 WITH LAMINATED SAFETY GLASS, ON 2 X 6 CURB, WITH THE INNER PANE OF SKYLIGHTS TO BE LAMINATED SAFETY GLASS 4 PROVIDED W/ SCREENS IF MORE THAN 12' ABV, THE FL. LEVEL. ALL INTERIOR BEARING WALL TO BE 2 X 4 STUDS 16" O.C., U.O.N. 2x8 BLOCK 130 6 5l FOR THERMOSTAT, VENT ALL FANS AND DRYERS TO THE OUTSIDE AS REQ'D. • USE (2) 2 X 6 HF *2 COLUMNS AT ALL HEADERS AND USE (2) 2 X 6 HF *2 COLUMNS AT ALL BEAMS, U.O.N. • TEMPERED SAFETY GLASS TO BE USED IN ALL WINDOWS AS FOLLOWS: GLAZED FRENCH DOORS, WINDOWS AT TUBS OR SHOWERS, WINDOWS WITHIN 5' OF STAIR LANDINGS 4 LESS THEN 60" ABOVE STAIRS, AND WINDOWS WITHIN 24" OF DOORS PER SECTION R3O8,4 OF THE 2003 I.R.C. 18" X 24" CRAWL SPACE ACCESS, TO SE EXTERIOR DOOR OR PROVIDED WITH R -30 INSUL. 8 SHOULD SE WEATHER - STRIPPED 22" X 30" ATTIC ACCESS, TO BE EXTERIOR DOOR OR PROVIDED WITH R -35 INSUL, 4 SHOULD BE WEATHER - STRIPPED /' \ INDICATES SHEAR WALL TYPE PER SHEAR WALL SCHEDULE ON SHEET 51. INDICATES BRACED WALL PANEL PER SCHEDULE ON SHEET 52, 1115 AND SHOWER NOTES: " FIREBLOCK BETWEEN STUDS. " LIMIT SHOWER FLOW TO 2.5 G.P.M. " WALLS SHALL BE WATERPROOF TO MIN. 10" ABOVE DRAIN INLET. " ALL GLAZING INCLUDING WINDOWS WITHIN 10" OF DRAIN INLET TO BE SAFETY GLASS. SPECIAL NOTES: " ANY CHANGES REQUIRE ALL STRUCTURAL LOADS AND BEAMS TO BE EXAMINED AND ALTERED AS REQUIRED PER CHANGE " ALL ANGLED WALLS TO BE 45" ANGLE, U.O.N. G RECEIVeD Cry v ` - IP TUKWILA JUN 1 170(1 ' THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLELY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT, NO OTHER USE OF THIS DRAWING SHALL SE PERMITTED WITHOUT THE WRITTEN CONSENT OF RAY BRADSHAW. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE WORK BEFORE PROCEEDING_ THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND /OR CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL SE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. ri ai U- d) o \VI di 0 (• WUi3 to n z 0 L _E 0 z co 0 0 0 E0 06 O CERTIFIED PROFESSIONAL BUILDING DESIGNER COPYRIGHT © 2001 14+ Des I en r Project SYMONDS ADDITION FILE NUMBER 0 DROWN SY Rmis Date �0- 12 — I. 1 1 1 1 1 1 AREA MIN. a ROOF VENTS MIN. a SAVE VENTS 0 354 S.F. 0 12 0 403 S.F. 3 14 0 . � 2 1 1 l . EXISTING RIDGE TO REMAIN ,2x6 OVERFRAMING 4 / (TYP) , I ill ` I I II II GIRDER TRUSS ` { II H I I I I I H H II II 1 1 !—) S ��� G. i i 9 2 Q F�� 0 1I II II 0 II 1 — AFSO ROOF VENT ci II II (10 LOCATIONS) \ II • II II I , 1 I 1 I L__ c�� DRAG STRUT TRUSS w/A LATERAL CAPACITY OF 300 * /FT. DESCRIPTION AREA MIN. a ROOF VENTS MIN. a SAVE VENTS 0 354 S.F. 3 12 0 403 S.F. 3 14 0 203 S.F. 2 1 ProJeat SYMONDS ADDITION FILE NUMBER o - 1og DRAWN BY RMS Date fo -12 -01 SEE ROOF SHEATHING NOTE ON 52. 2x8 OVERFRAMINc ROOF FRAMING NOTES: • VENTED BLOCKING OVER SUPPORTS. ROOF OVERHANGS TO MATCH EXISTING U.N.O. - ROOF PITCHES TO BE AS SHOWN. U.N.O. • TRUSSES 4 RAFTERS SHALL BE a 24" O.C. UNLESS OTHERWISE NOTED. USE (2) 2 X 6 HF *2 COLUMNS AT ALL HEADERS AND USE (2) 2 X 6 HF *2 COLUMNS AT ALL BEAMS, U.O.N. 1/4 " =1 -0" • ALL TRUSSES SHALL SE INSTALLED 4 BRACED TO MANUFACTURE SPECIFICATIONS. SIMPSON H1 HURRICANE CLIP AT EACH TRUSS OR RAFTER ®YP g DSL TOP PLATE SPLICE - ALL TRUSSES SHALL CARRY MANUFACTURES STAMP. - TRUSSES WILL NOT SE FIELD ALTERED WITHOUT PRIOR BLDG. INLET DEPT. APPROVAL OR ENGINEERING CALCS. SEE ROOF SHEATHING NOTE ON SHEET 51. ROOF FRAMING PLAN TRUSS CONSTRUCTION NOTES: • ALL TRUSSES SHALL HAVE DESIGN DETAILS *DRAWINGS ON SITE FOR FRAMING INSPECTION. - ALL CONNECTIONS OF RAFTERS, JACK OR HITP TRUSSES TO MAIN GIRDER TO BE PROVIDED SY TRUSS MANUFACTURE. • SEALED CALCULATION SHALL SE SUBMITTED BY STAMPED SY AN ENGINEER REGISTERED IN THE STATE OF WASHINGTON, • ALL NON - SEARING WALLS SHALL SE HELD AWAY FROM TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER TO INSURE NON - SEARING OF TRUSS ON WALL. • SPECIFIED APPROVED I- IANGERS MUST SE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO THE MAIN GIRDER, AS REOD. SEE ROOF SHEATHING NOTE ON 52. ATTIC VENTILATION CALCS, EACH AF -50 ROOF VENT = (.60)(60 SQ. IN.) =.211 S.F. 144 * ROOF VENTS = A (S.F.) = A (300)(2)(.271) 166.2 * EAVE VENTS = A (S.F.) = A (300)(2)(.05) 30 NOTE: EVERY TRUSS SPACE AT EAVES TO SE VENT BLOCKED - EACH BLOCK TO HAVE (3) 2" -- HOLES WITH 1/4" WIRE MESH EXISTING NEW CONSTRUCTION CONSTRUCTION REVIEWED FOR CODE COMPLIANCE APPROVED Sd NAIL 3 "o.c. 2x4 CONT. AUG 1 3 2007 City ±kwila I' aSION � EXISTING PLYWOOD TO NEW U PLYWOOD CONNECTION C RECEIVED JUN 1 3 ?O07 �5'fAhs CENTr—R THIS DRAWINGS IS COPYRIGHTED AND IS TO BE USED SOLELY FOR THE CONSTRUCTION OF TI-4E SUBJECT PROJECT. NO OTHER USE OF THI5 DRAWING SHALL SE PERMITTED WITHOUT THE WRITTEN CONSENT OF RAY BRADSHAW. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE WORK BEFORE PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANT 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 CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. 0 07 U 4 N 4 EA 4 cn CY x U— U O O w w } O U z D O 4 N z 0 N COPYRIGHT © 2001 4+ Design t z 0- U- 0 0 Sheet 54 FRAMING Project SYMONDS ADDITION FILE NUMBER o - 109 DRAWN BY IRMIS D 12 -01 r 1 w } NEW ROOF PER OTHER NOTES GUTTER TO MATCH EXISTING HOUSE MAIN FLOG PLATE 1-1T. POST PER RAIL PER MAIN FLO FINISH GRADE DECK PER PLAN Ir111I1 I I I II '' II I I Ir I uY nom =11 11= III = 111 - III - III - III - III - 111 - III - III - I = 11 y AlKorttlI r ®1 OOF PER OTHER NOTES v m i I I I I El _ II II=III=II Ili �lII Ilia II'n1 11IliliI I imm m. ! • _ITi =T= iii n . nrT= M= T=T=T= ifi= liRTi_in 1 DECK PER. P LAN `, POST PER PLAN SIDING TO MATCH EXISTING RAILING PER PLAN DECK PER PLAN 7 _ MAIN FLOOR PLATE HT. MAIN FLOOR FINISH GRADE I FOOTING I I PER PLAN L — J L I I L _ J 1/4 =1 -0 C EXISTING CONSTRUCTION NEW CONSTRUCTION L FRONT ELEVATION 1/4 =1 -0 EXISTING GARAGE TO REMA RIGHT ELEVATION 1/411= 11 -01 ROOFING PER OTHER NOTES (DING TO MATCH EXISTING - NEW CONSTRUCTION REAR ELEVATION /i EXISTING TO REMAIN (TYP.J n= 11IWIl - rni. = = Kin y Tllly�• - - '_ IIL =11I�= =111= III = 111 - III = 111 =111 =1 11 =n 1 '1 111 = 111"11 • =- 111111 111 =11 11111111 = nngrlmlr- „ nrllr�lr- 11rin�rll EXISTING CONSTRUCTION El 1 A A I A; I 1 I 1 II1 — III — III -11=11 ■ ■ — lil— nwm =11 H=111=111=11 =111=111=111E111 n= 1n= n� =mEm_ni= 1n -1Ti� ICI- 1ne111- nL— m_ITi =1T1= II I =I II= III =III =III= III = III =I II= III =I =I II—III— I I = 111 =11 i NOTES: EXISTING TO REMAIN IICIII 111 -I ICn1- 111 = 111= tlI= nG— llf —ln11 MAIN FLOOR _ PLATE HT. r MAIN FLOOR _ it- FINISH m w U- W } LEFT ELEVATION 1/4 X 1ST [NG HOUSE TO REMAIN NEW ROOF PER OTHER NOTES -- MAIN FLOG PLATE HT. i DECK PER PLAN L J FOOTING PER PLAN POST PER PLAN AIL PER PLAN AUG 1 3 2001 ✓ MAIN FLOG FINIS GRADE REVIEWED FOR CODE COMPLIANCE APPROVED City Of Tukwila BUILDING DIVISION i iECEiVED c a r f . - TUK ILA JUN 1 '3 21197 3^ 'iii TCEI.4 "9ER THIS DRAWING 15 COPYRIGHTED AND 15 TO BE USED SOLELY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE OF THIS DRAWING SHALL BE PERMI I I t) WITHOUT NE WRITTEN CONSENT OF RAY BRADSHAW. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS_ CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE WORK BEFORE PROCEEDING_ 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 THE OFFICE PRIOR TO PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. [Q IL CERTIFIED PROFESSIONAL BUILDING DESIGNER U O 0. w } O U z 0 N z 0 N di 2 • co 0' 4 - 2 9 CV ' N COPY12I&4T Q 2007 A+ Design 1 Project SYMO■DS ADDITION FILE NUMBER 0-I - 109 DRAWN BY RMS T-12-01 MAIN FLOOR PLATE HT. MAIN FLOOR FINISH GRADE =II =11 12 12 PLYWOOD NEW DECK PER PLAN POST PER PLAN RAILING PER PLAN RAILING PER PLAN POST PER PLAN POST PER PLAN RAILING PER PLAN L II` 1117 II GUTTER TO MATCH EXISTING HOUSE J 11 1 1 1 I FOOTING PER IA— PLAN men 51111_IIIonso 21 R30 INSULATION BLOWN IN 1/2" DRYWALL iv WALLS 2x6 STUDS618 "o.c. w /R21 INSULATION R30 INSULATION 5/8" G.W.B. TYP ON CEILINGS iv TRUSSES MASTER !BEDROOM 3/4" T4G PLYWOOD GLUE AND NAIL MASTER BATA cot F y NEW ROOF TO MATCH EXISTING EXCEPT FOR NOTES VENTED BLOCKIN w /INSULATIN BAFFLE NEW DECK JOIST PER PLAN ANCHOR POST ID TOP 4 BOTTOM 2x TR'T'D MUD SILL w/ 1/2 "x10" ANCHOR BOLTS SEE BRACED WALL PANELS FOR SPACING. 9O* FELT UNDER ALL POSTS BEAM PER PLAN JOIST PER PLAN L J 1/2 " =1' -0" L. J —11 1 FOOTINGS PER PLAN (TYP.) !BUILDING SECTION 'A -A' MANUFACTURED BUSSES PER PLAN 11= NOTES: 1 (' EXISTING CONSTRUCTION NEW CONSTRUCTION = EXISTING TO REMAIN IBUILDING SECTION 1 5 -13 1/2%1 FOOTING PER PLAN I III— L — J SCISSORS TRUSSES PER PLAN ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL - MIN 1,500 PS.F. IT 11 1L =i1=7.111 6 MIL VAPOR BARRIER NEW DECK PER PLAN C L-4" D.S. TIGHTLINE 11 —II rr rr II- REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 3 2007 City Of Tukwila B ILDIN DIVISION NOTES: ALL ROOFING WHOSE ROOF SLOPE IS LESS THAN 4: 12 SHALL COMPLY WITH THE FOLLOWING PER I.R.C. SECTION RS05.2.1 FOR UNDERLAYMENT PER I.R.G. SECTION R905.2.6 FOR ATTACHMENT PER I.R.G. SECTION R905.2.8 FOR FLASHING. MAIN FLOOR PLATE HT. EXISTING HOUSE TO REMAIN MAIN FLOOR FINISH GRADE iECE1VED DiT r. ,-- Tl K'N LA JUN 1 3 70� ? 3 7 )? EMT Cb gi ER THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLELY FOR THE CONSTRUCTION OP THE SUBJECT PROJECT. NO OTHER USE OF THIS DRAWING SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF RAY BRADSHAW. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE WORK BEFORE PROCEEDING, 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 CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. Alf CERTIFIED PROFESSIONAL BUILDING DESIGNER ogi • NATIONAL COUNCIL OF • RAY BRADSHAW 48-704 U O 0. O id= w } O U z Q A 4 N Q )— z 0 N LU 4 13 a CY 0 3 COPYRIGHT ©2001 4+ Design a DRAG STRUT TRUSS BEAM & COLUMN CONNECTION SHEARWALL NOTES: SHEATHING 7/16" PLY. or O.S.B. ONE SIDE PANEL EDGE FRAMING 2x STUD PANEL EDGE NAIL (STAGGERED) 8d © 6"o.c. INDICATES SHEAR WALL TYPE PER SHEARWALL SCHEDULE AND PLAN. # ## INDICATES SHEAR WALL CAPACITY (Ibs. /ft.) 2. SHEARWALL PLYWOOD & NAILING CONTINUES FOR FULL LENGTH OF WALL SECTION U.N.O. 3. ALL ANCHOR BOLTS SHALL HAVE 2" x 2" x 3/16" HOT DIPPED GALVANIZED PLATE WASHERS. 4. SOLID BLOCK ALL UNSUPPORTED PANEL EDGES PER SHEAR WALL SCHEDULE. 5. NAILING APPLIES TO ALL PANEL EDGES, TOP AND BOTTOM PLATES AND EDGE BLOCKING. 6. STAGGER EDGE NAILING AT ABUTTING PLYWOOD EDGES. 7. USE 8d COMMON NAILS 8. FIELD NAIL PLYWOOD SHEAR WALLS W/ 8(1 © 12 "o.c.. 9. FACE NAIL PLYWOOD TO EACH MULTIPLE STUD AT HOLDOWN LOCATIONS WITH SAME EDGE NAILING PATTERN. 10. AT EXISTING CONCRETE ANCHOR BOLTS CAN BE SUBSTITUTED WITH 5/8" DIAMETER EXPANSION BOLTS WITH 7" MIN EMBEDMENT AT THE SAME SPACING AS SPECIFIED FOR ANCHOR BOLTS. SHEAR WALL SCHEDULE FASTEN DOUBLE TOP PLATE TO FRAMING ABOVE 16d TOE NAILS © 6" O.C. TO SINGLE ROW BLK'G OR JOIST BOTTOM PLATE AND SILL PLATE ATTACHMENT BOTTOM PLATE SILL SILL PLATE 10 NAILING TO PLATE ANCHORING FRAMING BELOW TO CONCRETE ROOF PLY. TOE NAIL EACH TRUSS TO BEAM W/ 4— 16d TOE NAILS TRUSSES PER PLAN ROOF SHEATHING AT PORCH 1/2" COX PLYWOOD, INDEX 32/16, UNBLOCKED, LAID UP W/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END JOINTS. NAIL AS FOLLOWS: DIAPHRAGM BOUNDARY AND OVER EXTERIOR WALLS AND SHEARWALLS 8d © 6 "o.c. ALL SUPPORTED EDGES 8d © 6 "o.c. FIELD 8d © 12 "o.c. H2.5 CLIPS ® 24" O.C. CC COLUMN CAP BEAM PER PLAN PER PLAN POST PER PLAN REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 3 2007 City Of Tukwila B ILDIN DIVISION TRUSS TO BEAM ROOF PLY. r - ----- ROOF PLY. EDGE NAILING PER PLAN 2X SOLID BLOCKING A35 CLIPS © 18" O.C. ROOF PLY. --- DRAG STRUT TRUSS PER PLAN ROOF PLY. EDGE NAILING PER PLAN A35 CLIPS © 24" O.C. CC COLUMN CAP PER PLAN COLUMN PER PLAN FINISH GRADE POUR FOOTING ON UNYIELDING SOIL s I iTi T u ' ,Tn m-unPi '' v FOOTING DIAMETER PER PLAN P.T. POST PER PLAN COMPACT SOIL ALL AROUND FOOTING (95% COMPACTION) #4 X 1' — 8" DOWEL$ THRU OF POST IN 1/2" 0 HOLES CONCRETE FOOTING PER PLAN 3 — # 4 BOTTOM EACH WAY RECEIVED CIS i TU KWILA JUN 1 3 7007 'ERP 4(IT CENTER POST TO FOOTING CONNECTION 2200 MERCHANT WAY EVERETT, WA 98208 TEL: (425) 338 0342 SA9COEN6INEERS @VERIZON.NET EAECGENGINEERS.CdM EXPIRES 8/22/07 REVISIONS BY: DATE: 05/23/07 JOB: 20754 DRAWN: KYS SCALE: 3/4 1 S i 0 F 1 1 FIN. GRADE = 1ihT,IiI�— - 111,1 =j • TRUSS PER PLAN EDGE NAILING PER SCHEDULE P.T. 2x SILL FE. TN. 126 e 3" O.C. 4" D.S.. TIGHTL INE •4'e e 10 "o.c. HORIZ. •4e 4S"o.c. VERT. 4" PEW. FTC. DRAIN AS I EQ'D. 46 Sim I 114 11 3 /4 " =1' -0" EAR is ROOF 1 EXTERIOR SHEATHING PER SCHEDULE FLOOR PLY R -30 INSUL. JO St PER PLAN 2x6 PONY WALL TO MATCH EXISTING PONY WALL HT. AB.'e PER NOTES *4 RESAR CONT. 6 MIL BLACK v5. M -m SIMPSON STHDI4RJ w/ 35 -2 1/2x0,145 NAILS TO DBL. STUDS (STRAP LOCATION PER PLAN) •4e CONT. ALTERNATE BENDS FOUNDATION DETAIL SIMPSON 141 EA. END/ EA. TRUSS PLY. EDGE NAILING 2x BLOCK w/ 2" DIA. VENT HOLES AS REQUIRED w/ (2)12d TN. EA. TRUSS/ EA. END EDGE NAILING 2x STUD a 16" O.G. PLY. PER SCHEDULE ELEVATION gi¢ T4G PLYWD. SUBFLOOR ON FLOOR JOIST PER FNDN. PLAN JOIST HANGER PER PLAN POST PER FNDN. PLAN r PER PLAN :I1I 1 111 — iceI - -fII II1 77 I fl co 3 II _ 11 — END OF PLATE 4' -Q' MIN, SPLICE LENGTH (25) I2d =111 [ 1 I� 11 - 41^11I11 TTT�, UNYEILDING SOIL PER FNDN. PLAN NOTE. SPLICE AND NAIL TOP PLATES AS SHOLLN +• ALL EXTERIOR WALLS, SHEAR WALLS, t AT EACH FLOOR LEVEL AND AT ROOF. 015L. TOP PLATE SPLICE 5/4"=1 2X BLOCKING R -30 INSUL. BEAM PER FND PLAN 90* FELT 6 MIL. BLACK VAPOR BARRIER 11! 1 r,T 11171I %1 (2)•4 BARS CONT. 1/3 TO WM. OF PAD CONT. FOOTING DETAIL TOP PLATE 2x STUDS (E) CONSTRUCTION (E) FLR PLY. (E) JOIST =1 17 (E) CONCRETE STEMWALL FTG NEW CONSTRUCTION NEW FLOOR PLY NEW JOIST P.T2x LEDGER PER PLAN NEW FLOOR ,4T EXISTING STEMWALL 3 4 n = 1' " © TYP. EXT. WALL CONSTRUCTION (UNLESS OTHERWISE NOTED) 1. SHEATHING 1/2" PLYWOOD OR 1/16" O.SP,PR TI -11, EXTERIOR SIDE, BLOCKED, NAIL w/ Sd 0 6" O.C. ALL EDGES AND * 12" O.G. FIELD. 2. BOLT SILL PLATE TO CONCRETE w/ 5/S DIA. x 10" AB.'S 45" O.G. ANCHOR BOLTS SHALL BE AT - BOLT DIAMETERS (MIN.) AND 12 " (MAX). FROM THE END POINTS OF THE WALL PER 2003 I.RC. R403.1 .6. 3. NAIL BOTTOM PLATE TO FRAMING BELOW w/ 12c1 a 4" O.C. 4. FASTEN DOUBLE PLATE TO JOIST OR BLOCKING ABOVE w/ 12d TN. a 4" O.C. AND DETAILS ON 52 4 52. TYPICAL ROOF SHEATHING 1/16" 0.5.B. PLYWOOD, INDEX 32/16, BLOCKED, w/ FACE GRAIN PERPENDICULAT TO FRAMING BELOW. NAIL AS FOLLOWS: DIAPHRAM BOUNDARY AND OVER EXT.SHEARJALLS ALL SUPPORTED EDGES FIELD Sd m 6" O.G. Sd fa 6" O.G. Sd a 8" O.C. TYPICAL FLOOR SHEATHING 3/4" TLG, OSB., INDEX 40/20, UNBLOCKED, LAID UP W/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END JOINTS, GLUE 4 NAIL AS FOLLOWS: DIAPHRAGM BOUNDARY AND OVER EXTERIOR WALLS AND SHEARWALLS ALL SUPPORTED EDGES FIELD SdAT6 "00 Sd AT 6" OC Sd AT 10" oc OPTION: USE 4 '6 SCREWS 41 16" O.C. IN ADDITION TO NAILS SPECIFIED ABOVE m 16" 0.0. BRACED WALL CONSTRUCTION PER MET-1O 3' PER 2003 I.i?.C. R602.103 BWP -1 BRACED WALL CONSTRUCTION (ALTERNATE BRACED WALL PANEL PER I.RC. 8602.10.6) (UNLESS OTHERWISE NOTED) (32" BRACED WALL PANEL WIDTH ONLY) I. SHEATHING 1/2" PLYWOOD OR 1/I6" O.SB.,OR TI -11, EXTERIOR SIDE, BLOCKED, NAIL w/ Sd +• 4" O.C. ALL EDGES AND a 12" O.C. FIELD. 2. BOLT SILL PLATE TO CONCRETE w/ 5/5 DIA. x 10" AS e 32" O.C. ANCHOR BOLTS SHALL BE AT 1/4 POINTS OF BRACED WALL PORTION OF THE WALL PER 2003 I.R.G. 602.10.6.1 3. USE 1X4 LET -IN BRACING FOR THE FIRST 32" PANEL OF THIS WALL PER 2003 I.RC. 602.10.1 OR USE CONTINUOUS "WB" (SIMPSON OR EQUAL) STRAP NOTES: I. ,t15E3_!'X3x'xl %4!'� WASHEN ALL CONNECT ALL RIM JOISTS f EXt. RS O WALLS FILL ALL HOLES WITH NAILS. 2. ALL 12d NAILS SHALL BE 3 1/4" LONG x 3. FILL ALL HOLES a ALL HOLDOWNS w/ 2 DIA. NAILS. 4. ALL POWDER DRIVEN NAILS SHALL BE 2 3/4" LONG (MINA( .156 SHANK DIA. w/ MINIMUM 1 1/4" PENETRATION. B. USE I0d x 2 1 /5" LONG COMMON NAILS WHERE CALLED ON PLANS. 6. ALL WALL BRACING PANELS SHALL HAVE A MINIMUM OF TWO (2) STUDS AT THE ENDS OF THE PANEL. ONE STUD TO RECIEVE THE BRACING WALL PANEL SHEATHING AND ONE STUD TO RECEIVE OTHER SHEATHING (MIN.). 1. ALL CRIPPLE WALLS SHALL HAVE THE SAME STUD SIZE AND SPACING AS THE WALL ABOVE. ALL CRIPPLE WALLS SHALL HAVE STRUCTURAL SHEATHING ON AT LEAST ONE SIDE IF HEIGHT IS 14" OR LESS AND NAILED IN ACCORDANCE WITH I.RC. TABLE 86023(1) OR SHALL BE CONSTRUCTED OF SOLID BLOCKING AND SHALL BE SUPPORTED BY A CONTINUOUS FOUNDATION PER I.RC2003, SECTION 8602.9 . IF THE CRIPPLE WALL IS MORE THAN 4 FEET IN HEIGHT THEN THE WALL SHALL BE FRAMED OF STUDS HAVING AN ADDITIONAL STORY. ANCHOR BOLTS. w /(2) 0526 STRAPS. .131 SHANK DIA. (MIN). f/2" LONG x .145 SHANK REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 3 2007 City Of Thkwila E i `T.SION HECE1'JED C17 '")!= I UKWIILA JUN 1 8 7007 THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLELY FOR THE CONSTRUCTION OF THE SUBJECT PROJECT. NO OTHER USE OF THIS DRAWING SHALL BE PEWITTED WITHOUT THE WRITTEN CONSENT OF RAY BRQDSHAW. WRI'T'TEN DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING TO THE WORK BEFORE PROCEEDING. 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 CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR COST TO RECTIFY SAME. al Qr L) c) �s U 'n a ' � ct N M L - N � ct w COPYRIGHT CQ 2007 N LL! 1-- z Q z to 7 4: A+ Design Project eYMOND5 ADDITION FILE NUMBER 0 10S DRAWN BY RM8 Date ro -12 -01 Sheet 52 SENERAL STRUCTURAL NOTES ( The following applies unless shown otherwise on the plans) ALL MATERIALS AND WORKMANSHIP DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWING SPECIFICATIONS, THE INTERNATIONAL RESIDENTIAL CODE, (2003 EDITION). 2, DESIGN CRITERIA ROOF DEAD LOAD ROOF LIVE LOAD FLOOR DEAD LOAD (RESIDENTIAL) FLOOR LIVE LOAD (RESIDENTIAL) FLOOR LIVE LOAD (DECK) STAIR $ CORRIDOR LIVE LOAD MECHANICAL UNITS WIND EARTHQUAKE ALLOWABLE SOIL PRESSURE SEE PLANS FOR ADD. LOADING CRITERIA. 15 PSF 25 PSF 10 PSF 40 PSF 60 PSF 100 PSF WEIGHTS FURNISHED BY MFGR. 85 MPH, EXPOSURE "5" GLASS DI 1500 PSF (ASSUMED) 3 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH OTHER DRAWINGS FOR BIDDING CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR GOMPATISILTY AND SHALL NOTIFY THE DESIGNER AND STRUCTURAL ENGINEER, OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION 50 HE MAY MAKE PROPER REVISIONS TO THE WORK. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK, ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFTEY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED TO PERFORM HIS WORK. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE DESIGNER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE DESIGNER. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. SHOP DRAWINGS FOR GLUED LAMINATED MEMBERS, OPEN WEB WOOD TRUSSES, AND PLYWOOD WEB JOISTS SHALL BE SUBMITTED TO THE DESIGNER FOR REVIEW TING WEEKS PRIOR TO FABRICATION OF THESE ITEMS. SHOP DR,4WINIer,S REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE DESIGNER, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY DESIGNER. SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED. SHOP DRAWINGS SUBMITTALS PROCESSED BY THE DESIGNER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE DESIGNER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, THAT HE DEMONSTRATES HIS UNDERSTANDING BY INDICATING WHICH MATERIAL HE INTENDS TO FURNISH AND INSTALL AND AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS HE INTENDS TO USE. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE DESIGNER, THE DESIGN DRAWNINGS AND SPEGIFICATONS SHALL CONTROL AND SHALL BE FOLLOWED. SHOP DRAWINGS OF DESIGN BUILD COMPONENTS INCLUDING STAIRS, AND EXTERIOR CLADDING SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEER'S STAMP, STATE OF WASHINGTON, AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE DESIGNER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER 15 RESPONSIBLE FOR CODE COMFORMANCE AN ALL NECESSARY CONNECTO I NS NOT SPECIFICALLY CALLED OUT ON THE DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC, STRUCTURE. DESIGN CALCULATIONS SHALL BE MADE AVAILABLE UPON REQUEST. GEOTECHNICAL 12. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER, FOOTINGS SHALL BEAR ON SOLID UND I STRUBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GAPE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB AND SOILS ENGINEER. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE SOILS REPORT. ALLOWABLE SOIL PRESSURE 1500 PSF (ASSUMED) CONCRETE Is. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f'c= 2500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD AND NO MORE THAN 6 GALLONS OF WATER PER SACK OF CEMENT. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR - ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO I.R.G. THE AMOUNT SHALL BE 4% + 1% BY VOLUME. 14. REINFORCING STEEL SHALL CONFORM TO ASTM A6I5, (INCLUDING SUPPLEMENT SI) GRADE 40, fy= 40,000 PSI. EXCEPTION: COLUMN TIES, BEAM STIRRUPS, BARS TO BE FEILD BENT, BARS TO BE WELDED AND ANY OTHER BARS SPECIFICALLY 50 NOTED ON THE DRAWINGS SHALL BE GRADE 40 N.= = 40,000 PSI REINFORCING COMPLYING WITH ASTM A6I5 (SI) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. DI.4 ARE SUBMITTED. NO REINFORCING SHALL BE WETSET UNLESS SPECIFICALLY 50 DETAILED. WELDED WIRE MESH SHALL CONFORM TO ASTM A - 185. PRESTRESSING STRANDS SHALL BE 1/2" ROUND 210 KSI SEVEN WIRE UNCOATED STRESS RELIEVED STRAND CONFORMING ASTM A -4I5 (210 KSI). 15. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS ) IN ACCORDANCE WITH AG I 315 -80 AND 3I8 -83. LAP ALL CONTINUOUS REINFORCEMENT 50 BAR DIAMETERS (2' -0" MIN.). PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS (2' -0" MIN.). LAP ADJECENT MATS OF WELDED WIRE FABRIC ONE FULL MESH (MIN. OF 8 ") AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT. 16. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 5" FORMED SURFACES EXPOSED TO EARTH (I.e. WALLS BELOW GROUND) OR WEATHER ( *6 BARS OR LARGER) ( #5 BARS OR SMALLER) COLUMN TIES OR SPIRAL AND BEAM STIRRUPS SLABS AND WALLS (INTERIOR FACE) 2" 11/2" 11/2" 3/4" CAST -IN -PLACE CONCRETE: SEE DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND PRECAST. WOOD 21, FRAMING LUMBER SHALL BE KILN DRIED OR MC -I5, AND GRADED AND MARKED IN CONFORMANCE WITH IN.C,L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS (UNLESS NOTED OTHERWISE ON THE PLANS) : JOISTS (2x MEMBERS) BEAMS AND STRINGERS POSTS AND TIMBERS STUDS, PLATES AND MISC. LIGHT FRAMING TOP AND BOTTOM PLATES AT BEARING WALLS BOLTED STUDS, LEDGERS AND PLATES 2x6 STUDS AND PLATES HEM FIRS NO.2 DOUGLAS FIR NO.2 DOUGLAS FIR NO.1 DOUGLAS FIR NO.1 OR HEM FIR STAND. GRADE. DOUGLAS FIR NO.1 OR HEM FIR CONSTRUCTION GRADE. DOUGLAS FIR STANDARD GRADE. DOUGLAS FIR OR HEM FIR NO.3 (STUD GRADE) 22. GLUE LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH I.B.G. STANDARDS. EACH MEMBER SHALL BEAR AN AITG IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATION OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V4, Fb= 2400 PSI, Fv= 165 PSI. ALL CANTILEVER BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V8, Fb= 2400 PSI, Fv= 165 PSI. CAMBER ALL GLULAM ROOF BEAMS TO 2000 RADIUS UNLESS OTHERWISE SHOWN ON THE PLANS. 25. LAMINATED VENEER LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH REPORT NO. NER -I26. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE WESTERN SPECIES, GRADE 1.8E, Fb= 2600 PSI, Fv= 285 PSI. 24 PARALLEL STRAND LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH REPORT NO. NER -2'12. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE DOUGLAS FIR, GRADE 2.0E, Fb= 2 PSI, Fv= 210 PSI 25 PREFABRICATED OPEN WEB WOOD TRUSSES (OR COMBINATION WOOD AND METAL) SHALL BE DESIGNED BY THE MAUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRACING, BRIDGING, BLOCKING, PRE - NOTCHED PLATES ETC., SHALL BE THE DETAILED AND FURNISHED BY THE MANUFACTURER. DESIGN SUBMITTALS SHALL BEAR THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PERMANENT AND TEMPORARY BRIDGING AND BRACING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. 26. PLYWOOD SHEATHING SHALL BE GRADE C -D EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH I.B.G. STANDARD ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. 2 1 ALL WOOD PLATES AND BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONARY SHALL BE PRESSURE- TREATED WITH AN A.W.P.A. APPROVED PRESERVATIVE. PROVIDE 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONARY. 25 TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ON HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A501. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED, ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES JOIST HANGERS. ALL DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES HANGERS. ALL TRIPLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES HANGERS. 2Q. ALL WOOD FRAMING DETAILS - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS. A. MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE R602.5(I) OF THE INTERNATIONAL RESIDENTIAL CODE OF 2003. B . AT SAWN TIMBER JOIST AREAS: PROVIDE CROSS- BRIDGING AT 8' -O" o.c. MAXIMUM SPACING AND SOLID BLOCKING AT BEARING POINTS. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS. PROVIDE DOUBLE JOISTS EACH SIDE OF OPENINGS UNLESS DETAILED OTHERWISE. G, PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS THAT EXTEND MORE THAN HALF THE JOIST LENGTH AND DOUBLE JOIST HEADERS AND DOUBLE JOISTS EACH SIDE OF ALL OPENINGS IN FLOORS AND ROOFS UNLESS DETAILED OTHERWISE. COORDINATE SIZE AND LOCATION OF ALL OPENINGS WITH THE DRAWINGS. CPROVIDE TW 2x10 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD CODE �� BEARING WALLS NOT DETAILED OTHERWISE AUG 1 3" PROVIDE SOLID BLOCKING FOR WOOD COLUMNS AND MULTIPLE STUD POSTS THROUGH FLOORS TO UP'ORTS BELOW. co of Tukwila N ` -� ROVIDE CONTINUOUS SOLID BLOCKING AT MID OF ALL STUDS OVER 10' IN HEIGHT. G. TOENAIL JOISTS TO SUPPORTS WITH 2 -I6d NAILS. ATTACH ALL BEAMS AT THE ROOF EXCEEDING S' -O" IN LENGTH TO SUPPORTS WITH U.S.P. KST2 1 STRAP EACH END. H. ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH U.S.P./SIMPSON "U" SERIES METAL JOIST HANGERS TO SUIT THE JOIST SIZE. I WALL FRAMING ALL STUD WALL SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS @ 16" 04. AT INTERIOR WALLS AND 2x6 STUDS @ 16" o.c. AT EXTERIOR WALLS. J. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS, AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY SIMPSON CONNNECTORS, A GIBRALTAR COMPANY, LIVERMORE, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURES MAY BE SUBSTITUTED. PROVIDED THEY HAVE IGBO APPROVAL FOR EQUAL LOAD CAPACITIES. K INDIVIDUAL MEMBERS OF BUILT -UP POSTS AND BEAMS SHALL EACH BE ATTACHED WITH I6d NAILS 12" o.c. STAGGERED. L. ALL WOOD STUDS WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH I6d NAILS ® 12" o.c. STAGGERED UNLESS SHOWN OTHERWISE. M. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO MINIMUM STANDARDS OF THE INTERNATIONAL RESIDENTIAL CODE. N. PLYWOOD ROOF AND FLOOR SHEATHIG UNLESS OTHERWISE NOTED ON PLANS SHALL BE LAID UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 8d NAILS @ 6" 04. TO FRAMED PANEL EDGES AND OVER STUD WALLS SHOWN ON PLANS AND @ 12" 04. (IO "o.c. AT FLOORS TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED EDGE CLIPS co 16 "0.c. AT UNBLOCKED ROOF SHEATHING EDGES. PROVIDE SOLD BLOCKING AT LINES OF SUPPORT AT FLOORS. TOENAIL BLOCKING TO SUPPORTS WITH I6d NAILS @ 12" o.c. UNLESS OTHERWISE NOTED IN THE BRACED WALL SCHEDULE. 0. PROVIDE 2- 2x8 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD WALLS NOT DETAILED OTHERWISE. ATTACH WITH "U.S.P. OR SIMPSON LUMBER CONNECTORS" P.G. POST CAPS OR EQUAL. F. PLYWOOD WALL SHEATHING SHALL HAVE SOLID BLOCKING AT ALL EDGES. 0. ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH I6d NAILS AT 6" o .c. STAGGERED OR BOLTED TO CONCRETE WITH 1/2" DIAMETER ANCHOR BOLTS ® 4' -O" o.c. UNLESS SHOWN OTHERWISE. PLYWOOD NAILING: ad t 6" o.c. ad @ 12" o.c. (USE UNLESS GREATER NAILING IS DETAILED OR SPECIFIED) AT SHEET EDGES AT INTERMEDIATE BEARING POINTS CONTRACTOR TO VERIFY ALL EXISTING AND FINISH CONDITIONS. CONTRACTOR SHALL NOTIFY TINE DESIGNER OFANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAY MAKE PROPER REVISIONS TO THE WORK RECEIVED Cif TUFK WILA JUN 1 8 2007 CLIVTER THIS DRAWING IS COPYRIGHTED AND IS TO BE USED SOLELY FOR THE CONSTRJCTICN CF THE SUBJECT PROJECT. NO OCHER USE OF THIS DRAWING SHALL 15E PERMITTED WITHOUT 114E WRITTEN CONSENT OF RAY BRADSHAW. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER ALL SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC PERTAINING to THE WORK BEFORE PROCEEDING. THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND /OR CONDITIONS SHCIW ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THIS OFFICE PRIOR TO PROCEEDING WITH THE WORK OR CONTRACTOR SHALL ACCEPT FULL RESPCNSIBILITY FOR COST TO RECTIFY SAME. l -f- CID a) 4t m M v N N' w DRAWN BY RMG COPYRIGHT CQ 2007 FILE NUMBER 0'1-109 Date 6 -12 -01 A+ Design Project 6YMONDS ADDITION Sheet 53