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Permit D09-020 - FLICK RESIDENCE - GARAGE AND PUBLIC WORKS ACTIVITIES
FLICK GARAGE 13325 56 AV S D09 -020 Parcel No.: 2172000115 Address: 13325 56 AV S TUKW Suite No: Tenant: Name: FLICK GARAGE Address: 13325 56 AVE S , TUKWILA WA Cityltf Tukwila Owner: Name: FLICK KEITH Address: 13325 56TH AVE S , TUKWILA WA 98178 Phone: Contact Person: Name: BILL BERTCH Address: PO BOX 476 , RENTON WA 98057 Phone: 425 - 271 -0082 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 Contractor: Name: E R PROPERTIES INC Address: 1402 LAKE TAPPS PARKWAY #104-5 , AUBURN, WA 98092 Phone: (253)735 -4100 Contractor License No: ERPROI *060P6 Permit Number: D09 -020 Issue Date: 07/24/2009 Permit Expires On: 01/20/2010 Expiration Date: 10/09/2009 DESCRIPTION OF WORK: CONSTRUCT NEW GARAGE AND COVERED BREEZEWAY OVER EXISTING CONCRETE WALKWAY. PUBLIC WORKS ACTIVITIES INCLUDE EROSION CONTROL, SPLASH BLOCKS FOR DRAINAGE FOR THE NEW GARAGE AND DRIVEWAY. Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 $70,698.96 V -B * * continued on next page ** Fees Collected: $2,198.54 International Building Code Edition: 2006 Occupancy per IBC: 26 D09 -020 Printed: 07 -24 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: '7 / L `E / Print Name: e , -14 ` c- 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. doc: IBC -10/06 City otkukwila • 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 N Permit Number: D09 - 020 Issue Date: 07/24/2009 Permit Expires On: 01/20/2010 Private: Public: Profit: N Non - Profit: N Private: Public: e),_(--( Date: 6 16 W D09 -020 Printed: 07 -24 -2009 Parcel No.: 2172000115 Address: 13325 56 AV S TUKW Suite No: Tenant: FLICK GARAGE 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: D09 -020 Status: ISSUED Applied Date: 02/18/2009 Issue Date: 07/24/2009 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: 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. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). doc: Cond -10/06 D09 -020 Printed: 07 -24 -2009 17: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** ® • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 18: Minimum 48 hours in advance the applicant and/or the contractor shall call TUKWILA PUBLIC WORKS at (206)433 -0179 and schedule a Public Works pre - construction meeting.The applicant must notify the City Project 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. 19: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 20: Any material spilled onto any street shall be cleaned up immediately. 21: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 22: 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. 23: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 24: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 25: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. 26: Driveways shall be paved for a minimum distance of 20' from the edge of the existing road pavement. doc: Cond - 10/06 * *continued on next page ** D09 -020 Printed: 07 -24 -2009 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: — Date: 7 /' (o"i Print Name: doc: Cond -10/06 D09 -020 ordinances governing or local laws regulating Printed: 07 -24 -2009 Site Address: 13 - tS.sve Tenant Name: Property Owners Name: Mailing Address: Name: 1 ( t. q t 6 Q ,.r-4- -c t\ Mailing Address: t" C {, ' , [ .� E -Mail Address: ' l te-r k 0C-Ci cC9, . ^t,N l (Cent Company Name: f U� - e s Mailing Address: 04 L l L' k E l Contact Person: Btl .k ` \ 9 'S 0 .. . 1 . _ g Contact Person: E -Mail Address: ENGINEER OF RECORD Company Name:_ Mailing Address: CITY OF TUKWIL Community Developm...it Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us ONTRACTOR INFORMATION :or tuf orrt >rrfor Mbebanical (pg 4) for Plumbing and GPIs Piping (pg 5) Contact Person: - -� M .i - Q_QQQ_ E -Mail Address: Q: Applications\Forms- Applications On Line'3 -2006 - Permit Application. doc Revised. 9 -2006 bh h aaical Permit No Plumbing/Gas Public Works Proj For o tee use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** OCATION King Co Assessor's Tax No.: 2 f 12:00 —' £ I L G Floor: ❑ Yes %No Suite Number: New Tenant: >■ � U■ V18 City State Zip CONT 1.CT Day Telephone: `� , City Fax Number: - tC 4 � ink City Stacie Zip Day Telephone: J t E -Mail Address: C �(' (2- In QT Fax Number: D-5-3 Contractor Registration Number: a)' (,( j, D P l/ a o� Expiration Date: J eLY)R3 State Zip ARCHITECT'' , 0 All' plans mus be CO ped by Archi Company Name: Mailing Address: City State Zip Day Telephone: Fax Number: — All plans must be we tamped by Engi neer of Record All 1 � � � 4 City i State Zip Day Telephone: _ 14=1 (6 / , Fax Number: T S 4 ��5 1-0:3 Page 1 of 6 BUILDING PERC IT NFOR W ON - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ Lt t l..' L Scope of Work (please provide detailed information): 47cfre9-6e - 6- 6 -4:ti+ Will there be new rack storage? ❑ Yes o d A y l Buildfi Square Foci ge Bel 1n. Flo Flo heel c Uncov , SS Addition to Existing Structure Type of Construction per IBC Type of Occupancy per IBC 2 3 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: 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 ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 1I " paper including quantities and Material Safety Data 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. 0: \Applications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Existing Building Valuation: $ l VS 000 — Compact: Handicap: Got If yes, a separate permit and plan submittal will be required. Page 2 of 6 S IT APPLICATION NO -- Applicable to BUILDING OWNER OR AUTH 1 RIZED AGENT: Signature:' Print Name: '11e(-1 —& Mailing Address: 13 - 52S 5(. - 140e So Date Application Accepted: Q:\Applications\Forms - Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh 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 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. Date Application Expires: City is application Day Telephone: Date: Z t� /b `k (o c) go i—US 2 - C te.) 8 State Zip Staff Initials: Page 6 of 6 Parcel No.: 2172000115 Address: 13325 56 AV S TUKW Suite No: Applicant: FLICK GARAGE Receipt No.: R10 -00984 Initials: User ID: WER 1655 Payee: KEITH FLICK ACCOUNT ITEM LIST: Description PLAN CHECK - RES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3221 60.00 Authorization No. RECEIPT Permit Number: D09 -020 Status: ISSUED Applied Date: 02/18/2009 Issue Date: 07/24/2009 Payment Amount: $60.00 Account Code Current Pmts 000.345.830 60.00 Total: $60.00 Payment Date: 06/03/2010 10:50 AM Balance: $0.00 PAYMENT RFCEIVED doc: Receiot -06 Printed: 06 -03 -2010 Parcel No.: 2172000115 Address: 13325 56 AV S TUKW Suite No: Applicant: FLICK GARAGE Receipt No.: R09 -01568 Initials: JEM User ID: 1165 Payee: KEITH E. FLICK • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3176 60.00 Authorization No. ACCOUNT ITEM LIST: Description PLAN CHECK - RES RECEIPT Total: $60.00 Permit Number: D09 -020 Status: ISSUED Applied Date: 02/18/2009 Issue Date: 07/24/2009 Payment Amount: $60.00 Account Code Current Pmts 000/345.830 60.00 Payment Date: 10/07/2009 12:20 PM Balance: $0.00 PAYMENT RECEIVED doc: Receiot -06 Printed: 10 -07 -2009 Parcel No.: 2172000115 Address: 13325 56 AV S TUKW Suite No: Applicant: FLICK GARAGE Receipt No.: R09 -01507 Initials: User ID: Payee: LAW 1632 ACCOUNT ITEM LIST: Description KEITH E FLICK PLAN CHECK - RES • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3170 60.00 Authorization No. RECEIPT Account Code Current Pmts 000/345.830 60.00 Total: $60.00 Permit Number: D09 -020 Status: ISSUED Applied Date: 02/18/2009 Issue Date: 07/24/2009 Payment Amount: $60.00 Payment Date: 09/28/2009 11:32 AM Balance: $0.00 PAYMENT RECEIVED doc: Receiot -06 Printed: 09 -28 -2009 Parcel No.: 2172000115 Address: 13325 56 AV S TUKW Suite No: Applicant: FLICK GARAGE Receipt No.: R09 -01163 Initials: User ID: Payee: LAW 1632 KEITH FLICK • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3164 1,523.06 Authorization No. ACCOUNT ITEM LIST: Description BUILDING - RES PLAN CHECK - RES PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/345.830 000/322.100 000/342.400 000/345.830 640.237.114 RECEIPT Permit Number: D09 -020 Status: APPROVED Applied Date: 02/18/2009 Issue Date: Payment Amount: $1,523.06 Payment Date: 07/24/2009 03:33 PM Balance: $0.00 1,117.60 50.96 250.00 50.00 50.00 4.50 Total: $1,523.06 PAYMENT RECEIVED doc: Receiot -06 Printed: 07 -24 -2009 Receipt No.: R09 -00269 Payee: KEITH FLICK ACCOUNT ITEM LIST: Description PLAN CHECK - RES • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 2172000115 Permit Number: D09 -020 Address: 13325 56 AV S TUKW Status: PENDING Suite No: Applied Date: 02/18/2009 Applicant: FLICK GARAGE Issue Date: Initials: WER Payment Date: 02/18/2009 10:14 AM User ID: 1655 Balance: $1,043.70 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3147 675.48 Account Code Current Pmts 000/345.830 675.48 Total: $675.48 Payment Amount: $675.48 PAYMENT RECEIVED doc: Receiot -06 Printed: 02 -18 -2009 COMMENTS: .1. fi Cri - ke_ ,ea.S 1 / rPJ u4, z I5-1 TU col/ e b ' II e -r-rf ,wit; -Ot d1 - Z Date CaIIe . 12J ker 'J'tt^p(E't G^ 0 Pi pipki3 9 Date Wanted: a.m. Requester: Proje // // rr �� C9 G (��` Type of Inspection: (n� ee !! E , N E J : 1: A(9 Address: - -- - . - 13 3 1-_.5 5 JE-S, Date CaIIe G �` Special Instructions: p. S: Jn .3 Qei- e � el Air r<.spaAAf P rg. Date Wanted: a.m. Requester: Phone No 0 ` /^/���0 1 -' 05 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 009 -02D CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 0 PERMIT NO. 171 Approved per applicable codes. 0 Corrections required prior to approval. okm Inspect: Date: ' l - I 3 Ej $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Type o f nspecti R \ F , ^, ��l o a l 4 f 'l 6 Address: i3325 56 :___ in e_o_eA 3 )‹ 3 ,..t_. Date Called: 1 ( Date Wanted: _ - 217 - 10 Requester: Phone No: - v r Zolo (- 3r A � . d r-e-- 1 l /`/ a I t / 1 _ - Co b. A 1 A C t`2' •A .. ' --, . 1, l 1 A -L Project a� Cr. , r `j c Cr c /�+J A-GE_. Type o f nspecti R \ F , ^, ��l o a l 4 f 'l 6 Address: i3325 56 -5 Date Called: Special Instructions: D4. -0I `' e� d C Date Wanted: _ - 217 - 10 " a.m 1. Requester: Phone No: - v r Zolo INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit ,1/4A % L.. 010 -026 PERMIT NO. (206)431 -3670 C orrections required prior to approval. Inspect r: Date: S - '1 1''] , J n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: , t MAC 11 J', on w ith ok (TOr on 1-V A l k, M V=✓\ D 1j Ti, e Rp aQ isei l p v. q : L. y I J i V.s ; s ) kT; ,n r it J p -f-; /•--A- k p o bk ` r • 1.36 -f r 2 ` J o V. L,. k'. C-LC/ or t . S L, c • s `r .'"`. , r e JA (z- 1- 1 J I l _ i2.f ) r �� !rod ac , ,g_k .� ,J �` : e-A 4 0 _S IAe�o c /\ 0 / r rt._ cr- (i ;i L ititAy Phone No: /Ag C9 —5 (o —V1 k i o - - fie P je i r k tv, .4.) f Aie 4 Project: t 6 Ai l Type of Inspection:, f Address: *y Date Called: Special Instructions: Pt" P„6< t" 11)1.1'6j Date Wanted: I — 22 / a.rrl pm Requester: Phone No: /Ag C9 —5 (o —V1 7 • 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 0 Approved per applicable codes. o0 -020 Corrections required prior to approval. Date: I El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee -must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: (Date: COMMENTS: Type of Inspection:, i4 1)-- ' A-1 it. 'r Address: ,� c>3 2.:S .L , S. Date Called: n Special Instructions: Date Wanted: IT,- 12. - a.m. prrn. '? //4'i4/ L- 41 -40' . 1 Phone No: 2_,0 ( ` -' —2-773 4 .4) 1 ,.------ \ X r.- Project % `�, — t t L•fF— ��.l a k-- Type of Inspection:, i4 1)-- ' A-1 it. 'r Address: ,� c>3 2.:S .L , S. Date Called: Special Instructions: Date Wanted: IT,- 12. - a.m. prrn. Requester: Phone No: 2_,0 ( ` -' —2-773 INSPECTION RECORD Retain a copy with permit INS ION O. PERMIT NO. CITY OF UKWILA BUILDING DIVISION P- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. I , spect 60 1 REINSPECTION FEE REOUI D. P for to inspection, fee must be Id at 6300 Southcenter Blvd., Sui . Call to chedule reinspection. Receipt No.: Corrections required prior to approval. k Date: /22/c, Dac DOI -du COMMENTS: Type of ns/ i 57 /Lei?/ Address: /3325 ,56 #14/ _ o K Date Calle � - . B , .rJc p(ACeit— f tAt r Date Wanted: c a.m. i Pof P 1 2. 0 1 06 S/ 0-277-5 OA t OA L Y .k- r, 7 -e.,4 e __ . ' r,i/r1 iliT v .icit-I a N P ? e A IN Project: A Type of ns/ i 57 /Lei?/ Address: /3325 ,56 #14/ _ o K Date Calle � - . B , .rJc Special Instructions: / Date Wanted: c a.m. Requester: P 1 2. 0 1 06 S/ 0-277-5 • a 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. Inspect Date: r2 1Le 81 EJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ,paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: .,A4 A- ? ?rbJi ,) � . _ < I Address: 1 1 2 5 ) 6 \I 0K— Date Called: ) , _ . 5 J A k— L A'iL. t3v,,(/t onc . Date Wanted: 11 • - ,...)y . a m p.m. Requester: I 1 1 -f` J t ' 1 1 \ A ( ! 1,? 4 ( Pl I ) Project: Type of I spection: Address: 1 1 2 5 ) 6 it PtE.- 1. Date Called: J( —\) A Special Instructions: Date Wanted: 11 • - ,...)y . a m p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 13 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 r appli Insbector: D3 ( 1 - 07a Corrections required prior to approval. Date: : `S_ DI El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: (9 Ai E Type of Inspection: t (0 ^l . pof. , e�Es rA Address: 1 TL 4�A f U u .J Ji ,'?pL.-r -e.J LA) ." C_1e Requester: SI A — f A r - Jae S SJ A..) DE' - 1, ) C {, i Project: ! < r (9 Ai E Type of Inspection: t (0 ^l . pof. , e�Es rA Address: 1 TL Date Called: Special Instructions: Date Wanted: a.m. r 2 - / -J4 p.m. Requester: Phone Nj INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (2- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspeor: Date: 1 2- - c f j 11 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: * n K. --rt Lo J -0s AAS - 1 -- n r 8( ef Z.%•-f Ai . - - h,N1 i S — ( . . - , A r a ‹ . . T 0 :A 1�r Me T, s p o..c A 3 f — OA 1\- f `O. J--■ A e_ 1;! P.e7 s.. Address: t4. 13X 56 44-1L s NI) ,).i p-k r, .A,A i l,.) , n bre t pI i_. .) V p--k )C 1 DeLb.►.•Se of-- r53F 1,,.4y, , w.r te. H r 1tPn<e 1 r) ?A k./N ". e'e r f or n./� f on `. < . n .� - I L u 4 :- C n 4 >� NA i 1,J T`� i Ai , AP L t Requester: I Project: C L 6 Afx L C Type of Inspection: —, Address: t4. 13X 56 44-1L s Date Ca led: erPezwAy 1 Special Instructions: Date Wanted: ()? I —1 S' L Requester: Phone No: ( �S 1 0 , Z I 93 00q -o20 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (2i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. Inspect Date: Z -r _ J I -' i $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: $ 'Y Project 1/k Type of Inspection: , ' `'e+'� 'v-- ---r F230 ./ / Address: X33 S6 A S Date Called: Special 03 ri, Instructions: ti ions: ''`` f ` r ' ( ( r � IPCZ ' I 1 )J- no OQr :Pt v ;0.40( 1/4/Cr Date Wanted: C) Requester: Phone No: 0 706- 570 - .0 7j3 7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367Q Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. COMMENTS: C ..fin 4 OAP I r) F (,1)(1) T e vuod , 1 Date: q Inspe or: ( (} n $60.00 REINSPECTION F EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: y Project: T C'�C GA�A� r Type of Inspection: 61/9i/ s.y /sh Address: /332 5 5+e ilu S Date Called: Special Instructions: Date Wanted: i / -3v -off 6.n. Requester: Phone 5 0' 5 ' 0 -- 9,9 7 V ,A7 -42Q INSPECTION RECORD Retain a copy with permit INSP ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: (121;e-it: S he. �h.� s vj tAY _ 1 Date: 7J" Approved per applicable codes. ❑ Corrections required prior to approval. 0 REINSPECTION FE REQUIR . Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suit 100. Call to schedule reinspection. Receipt No.: IDate: Pro' t // TT Ty Inspi ctior : Address: /7725 5 kJ, S Date Called: Special Instructions: , Date Wanted: //- 6 - a.m. cam ` Requester: Phone No: 006 5 INSPECTION RECORD //,‘,y Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 3 00q--020 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 7d- Inspecto r Q Q 7 $60.00 REI SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 uthcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: N i i e K GA P A C.& Type of Inspection: 1 411 NJ DAT 1 DMl cA01..1__ Address: I'33Z 5 c Atd S Date Called: "..i Special Special Instructions: Date Wanted 10 l & c. ' . o 105 Requester: Phone No: 253 - G IC —Srgy /X_ INSPECTION RECORD Retain a copy with permit O 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. COMMENTS: Date: r 3 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: ( i L �)/ -9 b r t . rjL (� Type of ection: • n d - r-1 9 Address: t 3 3 Z5" / .. A 3 to t, ate Calle / // �' Specia Instructions: 1 Date Wanted: r a.m p.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 PERMIT NO. (206)431 -36b0 Approved per applicable codes. El Corrections required prior to approval. .. COMMENTS: v)11 J7 :U 4 f Inspgtor: 0,1;„ Date: n - 1-67 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: P: �� C lk Type of Inspen: s: a L oi . � S l pecial lI Instructions: Date Called: 5 -p 6 b 0 Date Wanted: / ^� / tq ^ /c / p.m. ! Requester: , f . ` � f; •T U Phone 1:9 -- cl0 / ,0 5,(..o 0 1 INSPECTION RECORD Retain a copy with permit lio3) 'oat PERMIT NO. INSPECTION 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: FlooklevA - 1►m/x.14mi - Fi0al-eel - Inspector: `SAS Date: S t2-1. ( ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Pro : �/ F-ectIIC -(... Type of Inspection: �} PW p h ut Address: D 5 � Date Called: 1 Special A Instructions: , A.t' f iti �" ` I k't4t Date Wanted: 1 acD J 1 Requester: Phone No: Cu' 6IV -X77-3 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Inspector: &� IDate:1/22// INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: ! U ) 5 ti (/f S ati 011-11 ( A44 4/6.2 t ) 64\161.44 Jp El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: pictures . B i Data o(6 ! 'ZO i (� FILE COPY Permit No. `bO r 'VM Pan review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any aged code or ordinance. Receipt of approved Field land contain is acknowledged City Of lbkwila BUILDING DIVISION 0* REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. rry7. will require ngiw ro?n eubmittei c_ s I , EXIST GARAGE TO BE DEMOLISHED REVIEWED FOR CODE COMPLIANCE , APDRAVED 0 1 2010 AT int- Cityof kwila BUILDING 'mink' RECEI CITY OF KW lLA MAY 27 2010 PERMIT CENTER / / / . / / /. / • / / (1,53 /9 BENCHMARK S� EL =O' -O" PROPOSED NEW GARAGE (ROOF DOWNSPOUTS TO SPLASHBLOCKS (fYP UNO) tO OZO coseez MITCHELL ENGINEERING INC. 4= w . 4 — 7 4 1 2 7 7 v n 5 rs - i 3 4- (&r44 / g) Wit. s /4 4d5r y '20f4F 6 22 a = 3 7 /2 /24a )44/6 Ag //- . —,5', 2277z/721'444 A/ '4/42 /4.5.. _ 5:1/2 /444. /Z hAwi . h1,;') DATE P= ageve600 ,4-11/4= 2 '214/07i 12 24 741.15.# `rcoii -J 3 40..5 PREPARED BY THESE CALCULATIONS Af COPYRIGHTED AND MAY NOT BE COPIED WITHOUT THE WRITTEN PERMISSION OF MITCHELL ENGINEERING. INC. USE OF THESE CALCULATIONS IS LIMITED TO A SPECIFIC PROJECT FOR PERSONS NAMED HEREON FOR THE CONSTRUCTION OF ONE BUILDING. ANY OTHER USE OR REUSE IS STRICTLY RICTLY PROHIB- ITED WITHOUT THE WRITTEN CONSENT FROM MITCHELL ENGINEERING. INC. • PROJECT r• 7D1'- o2D 444/11.6 Corr S�lav,1 3 SUBJECT Fttk'• JOB NO. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 Ott 1/4 PeArinot EVIEWED FOR ) OF COMPLIANC PPROVED JUL 2 2 2009 C'tv of Tukwila • 'LD-INO DIVISION 0s -311 CiTy PERAfir MAY 19 2009 CORRECTION LTR# ( — — SHEET NO. OF 2" 1 foundation plan upper floor framing plan shear walls roof framing plan MITCHELL ENGINEERING INC. upper floor framing beam load beam beam lateral onfiguration design seismic dl plate lateral design criteria wind seismic sjear SHEAR WALL SCHEDULE Shear Wall Designation Nail Size Nail Spacing ALLOWABLE SHEAR Hem -Fir #2 #/Ft Edges Studs Top/Btm. Plate Blocking Recl'd. P1-6 8d 6" , 12" 6" Yes 210 P1-4 8d 4" 12" 4" Yes 310 P1 -3 8d 3" 12" 3" Yes 400 P1 -2 8d 2" 12" 2" Yes 525 P2 -3 8d : 3" 12" 3" Yes 800 P2 -2 8d 2" 12" 3" Yes 1050 Shear Wall Notes: 1. P1 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on one side of wall: P2 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on each side of wall. 2. For P1 -3, P1 -2 & P2 -2 shear walls use 3x studs at adjoining . panel edges. At mudsills naihing shall be staggered per footnote (I) of I.B.C. table 2306.4.1 3. Nails shall be 8d common. (d = .131 inch) 4. Where plywood is installed on both sides of wall plywood joints shall fall on separate studs each side. 5. All panel edges backed with 2 -inch nominal or wider framing unless noted otherwise. Install panels either horizontally or vertically for plywood or A.P.A. rated sheathing, gypsum shear walls shall be installed with the sheets running horizontally. Space nails @ 12 inches on center @ intermediate supports. 6. All anchor bolts shall be installed with galvanized plate washers. Refer to plan for size. ; 7. Refer to foundation plan for anchor bolt size, spacing and mudsill/rim connections. STRUCTURAL NOTES CODE: DESIGN IS IN ACCORDANCE WITH THE 2006 INTERNATIONAL BUILDING CODE (I.B.C.) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS: ROOF 25 PSF FLOOR 40 PSF DECKS 60 PSF LATERAL WIND SEISMIC EXPOSURE B; 85 MPH SITE CLASS "D" FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF l' -6" BELOW ADJACENT EXTERIOR FINISHED GRADE. CAST -IN -PLACE CONCRETE: F'c = 2,500 PSI @ 28 DAYS. MINIM - UM 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6 -3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1 -1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER UNLESS NOTED OTHERWISE ON THE PLANS. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 12 INCHES OF EACH END OF THE SILL PLATE. FOUNDATION WALLS ENCLOSING A BASEMENT BELOW FINISHED GRADE SHALL BE WATER PROOFED PER ARCHITECTURAL SPECIFICATIONS. HOT DIPPED GALVANIZED FASTENERS SHALL CONFORM WITH ASTM STANDARD 153 AND HOT DIPPED GALVANIZED CONNNECTORS SHOULD CONFORM TO ASTM A653, CLASS G -185. STAINLESS STEEL FASTENERS AND CONNECTORS SHOULD BE TYPE 304 OR 316. SIMPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIRMENTS ARE ZMAX(HOT DIPPED GALVANIZED) AND SST300 (STAINLESS STEEL). REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM GRADE 40 FOR #5 AND SMALLER AND GRADE 60 FOR #6 AND LARGER. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (1' -7" MINIMUM). CORNER BARS (T -0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED. ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS #5 BAR AND SMALLER CONCRETE NOT EXPOSED TO EARTH OR WEATHER: #14 AND #18 BARS #11 BAR AND SMALLER SLAB -ON -GRADE (FROM TOP SURFACE) 3 INCHES 2 INCHES 1 -1 /2 INCHES 1 -1/2 INCHES 3/4 INCH 1 -1/2 INCHES STRUCTURAL STEEL: STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE A.I.S.C. SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS (8TH EDITION). STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM DESIGNATION A -36 UNLESS NOTED OTHERWISE. SQUARE AND RECTANGULAR STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM DESIGNATION A500, GRADE B. STEEL PIPE SHALL CONFORM TO THE ASTM DESIGNATION A53, TYPE E OR S, GRADE B (Fy = 46,000 PSI). WELDING SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE LAWS. ALL WELDING SHALL BE CERTIFIED BY WELDERS (W.A.B.O. OR EQUAL) USING E60 OR E70 ELECTRODES. SHOP DRAWINGS OF ALL STRUCTURAL STEEL WORK SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. ALL STEEL MEMBERS SHALL BE GIVEN ONE SHOP COAT OF APPROVED PRIMER. SURFACES TO BE EMBEDDED IN CONCRETE, FIREPROOFED OR FIELD WELDED SHALL NOT BE PRIMED. ALL BOLTS SHALL BE A325 UNLESS NOTED OTHERWISE. ALL ANCHOR BOLTS SHALL BE ASTM A307. COLUMN ANCHOR BOLTS SHALL BE FURNISHED WITH 2 NUTS AND 2 WASHERS EACH BOLT UNLESS NOTED OTHERWISE. STRUCTURAL TIMBER: ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: 2X FLOOR & ROOF JOIST 4X BEAMS 6X BEAMS HEM -FIR #2 Fb =850 PSI DOUG- FIR/LARCH #2- - - -Fb= 875 PSI DOUG- FIR/LARCH #2 - - - -Fc =875 PSI COLUMNS DOUG- FIR/LARCH #1- - - -Fb= 1000 PSI LUMBER NOT NOTED HEM -FIR #2 Fb =850 PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A -307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH I.R.C. 602.3(1) AND R802.10 OR I.B.C. TABLE 2304.9.1 ALL BOLTS, WASHERS, NAILS, SCREWS, HANGERS AND FRAMING STRAPS THAT COME INTO CONTACT WITH ACQ TREATED LUMBER SHALL BE STAINLESS STEEL OR HOT - DIPPED GALVANIZED STEEL. FLOOR SHEATHING: SHEATHING SHALL BE 3/4 INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 4 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. INSTALL PLYWOOD CLIP AT 48 INCHES ON CENTER. WALL SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLUED - LAMINATED TIMBER: LAMINATED TIMBER SHALL BE DOUGLAS- FIR/LARCH KILN DRIED STRESS GRADE COMBINATION 24F -V4 (Fb =2400 PSI, Fv=165 PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS BEAMS. A.I.T.C. CERTIFICATE OF CONFORMANCE REQUIRED. GLU -LAMS SHALL CONFORM TO A.I.T.C. STANDARDS 117. FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. 4112 FLOOR FRAMING: PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS AT 6 INCHES ON CENTER. BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 DOUGLAS - FIR/LARCH #2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d NAILS AT 12 INCHES ON CENTER. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2 -16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2 -16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. FACE NAIL BOTTOM PLATE TO WITH 2 -16d NAILS. PRE - MANUFACTURED FLOOR JOIST: JOIST SHALL BE MANUFACTURED IN A PLANT APPROVED FOR FABRICATION BY THE BUILDING DEPARTMENT AND UNDER THE SUPERVISION OF AN APPROVED THIRD PARTY INSPECTION AGENCY. EACH JOIST SHALL BE IDENTIFIED BY A STAMP INDICATING THE JOIST TYPE, CABO NER REPORT NUMBER, MANUFACTURERS NAME, PLANT NUMBER AND THE INDEPENDENT INSPECTION AGENCY LOGO AND EVALUATION REPORT NUMBER. PRE - MANUFACTURED ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS - FIR/LARCH OR HEM -FIR. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. ALL TRUSS PLATES AND CONNECTORS SHALL BE I.C.B.O. APPROVED VERIFY MECHANICAL UNIT LOADS AND LOCATIONS WITH SUPPLIER AND FURNISH ADDITIONAL TRUSSES AS REQUIRED. SUBMIT TRUSS SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. SPECIAL CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE 4 /3 DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. .a/4- MITCHELL ENGINEERING INC. DATE SUBJECT 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 PREPARED BY PROJECT SHEET NO 45 OF JOB NO. sectopm 1 footing drain anchor bolt foundation plan shear wall MITCHELL ENGINEERING INC PREPARED BY DATE 4 PROJECT section 2 plywood section 3 MITCHELL ENGINEERING INC. leak 1-IAv faevva, 4l Tp reAra 21 3 i s A04To ear l- Pr� 3 w/ r S �� 1(. ) TT* 3t !¢ reu 1 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 PREPARED BY PROJECT SHEET NO. 14 OF G DATE 2 SUBJECT ��'/� JOB NO. Ca& 1 17 MITCHELL ENGINES " INC DATE PREPARED BY PROJECT /oh.) 5 7821 - 168th Ave. N.E. Redmond, WA 98052 (4251747 -1500 SHEET NO. OF SUBJECT JOB NO. c -5 / 7 MITCHEELL ENGINEERING INC. PREPARED BY J DATE 4e,a 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 PROJECT !G 6 SHEET NO. O�Fy SUBJECT JOB NO. `� d �� MITCHELL CHELL ENGINEERI1\ G INC • 744- ‘5..c..Ti-c,`,J 41 1 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 PROJECT SHEET NO. 2 / OF .01:'3/7 SUBJECT JOB NO. MITCHELL ENGINEERING INC PREPARED BY DATE 4-0 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 RiL?Tr 6111.1 W 4_1 - r ' 0-li4 er (%P 404-r1 WLb 34 '/ 31/4) 2: It ATA- Otpiz S 2 PROJECT SHEET NO 422 OF SUBJECT JOB NO. e2 - 3/7 MITCHELL ENGINEERING INC. 4‘1 0 4a- / PALL ilt rod- '� .t�? 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 PREPARED BY ' " " PROJECT SHEET NO. OF G v G �j DATE SUBJECT JOB NO 4�. -" / 7 DATE MITCHELL ENGINEERING INC. PREPARED BY c 44- !o 7821 - 168th Ave. N.E. Redmond, WA 98052 (425)347 -1500 Pifra- 24'. .al a *,4L �I ► o i -12 5 a : PA PROJECT SHEET NO. OF SUBJECT JOB NO. MITCHELL ENGINEERING INC PREPARED BY DATE /tie.* 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 PROJECT SHEET NO. 25 OF SUBJECT JOB NO. za2.317 DATE 1 • MITCHELL ENGINEERING INC. PREPARED BY ' / " ' / PROJECT /4 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 SHEET NO. 1E124,0 OF SUBJECT JOB NO. + '3/' MITCHELL ENGINEERING INC. PREPARED BY DATE S - A - I 071.ac..g.c,11-, W�(3) � 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 PROJECT' ROJECT SHEET N0. �� OF 0 - SUBJECT JOB NO. MItCHELL ENGINEERING INC. PREPARED BY PROJECT DATE 1 2" AS 14 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 SHEET NO. OF SUBJECT JOB NO 42.40°°/7 MITCHELL ENGINEERING INC PREPARED BY DATE #I5 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 PROJECT t— SHEET NO. OF C)i. SUBJECT JOB NO. June 3, 2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila,WA 98188 RE: Revision #3 Development Permit Application Number D09 -020 Flick Garage - 13325 56th Ave S To Whom it may concern, This letter is to inform you that I am no longer interested in revising Plan Number D09 -020 according to the submitted Revision #3. Please close the file on Revision #3 associated with Plan Number D09 -020. Thank you, Keith Flick 13325 56th Ave. S. Tukwila, WA 98178 (206) 901 -0526 Page 1 RECEIVE. JUN 0 4 2010 COMMON_ jj(, DEVELOP February 19, 2010 Keith Flick 13325 56 Ave S Tukwila, WA 98178 Dear Mr. Flick, Sincerely, ifer Mar4 all Pe it Technician encl ile N D09 -020 0 Department of Community Development RE: Correction Letter #1 to Revision #3 Development Permit Application Number D09 -020 Flick Garage —13325 56 Ave S This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Planning Department: Stacy MacGregor at 206 433 -7166 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. W:\Permit Center\Correction Letters \2009009-020 Corr Letter #1 to Rev #3.DOC • Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 APPLICANT: Flick Garage RE: D09 -020 ADDRESS: 13325 56 Ave S 0 • PLANNING DIVISION COMMENTS The plans as submitted are not approved. Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206 - 433 -7166. 1. Code allows no more than 50% or 800 square feet of paving in the front yard, whichever is smaller. The front yard is 50' wide by 20' front yard setback. This means no more than 500 square feet of paving can occur in the first 20' of the yard. Revise the plans to show no more than 500 square feet of paving. See TMC 8.25.020E for code citation. 2. Code allows approved durable uniform surface (outside of structures) at 1,200 square feet or 10% of the site, whichever is greater. This means no more than 2075 square feet of lot surface can be paved or graveled. The gravel area is not included in the allowed area. Revise the plan and the calculations to show all paved and graveled areas. 3. It is not clear where the limits to the paving area on the new driveway north -west of the garage occur. Show on the plan. 4. What do the red dots indicate? 5. The paved area off the south -west corner of the garage does not appear to have adequate width to drive on and reach the rear of the garage. Driving and parking needs to occur on an approved surface (gravel or paving) and is limited to 500 square feet in the front yard July 10, 2009 Allen Johannessen, Plans Examiner City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Item #1 Stamped "S" sheets provided. Item #2 Removed insulation from the wall sections on sheet A5. Sincerely, Bill Bertch CW Design Inc. CI DESIGN, INC. Item #4 Added note for sink pipes to be insulated to sheet A2. P.O. Box 476 • RENTON, WA. 98057 425-271-0082 (OFFICE) • 206- 94B-7O94 (OFFICE) • 425-228 -8699 (FAX) RE: Plan Review for Flick Detached Garage (Permit application #D09 -020) Listed below are the responses to the correction letter dated July 8, 2009 referenced in accordance with your item numbers. Item #3 The dormers on the sides are to provide additional Tight to the garage /shop area and add to the aesthetics of the exterior of the structure. The dormer on the front is also to add to the aesthetics of the exterior of the structure and to provide additional storage for shop material (wood). Added note "No portion of this building shall be used as a living space" to sheet A2. Please feel free to contact me with any questions you may have at 425 - 271 -0082. July 8, 2009 Bill Bertch PO Box 476 Renton WA 98057 • Department of Community Development RE: CORRECTION LETTER #2 Development Permit Application Number D09 -020 Flick Garage —13325 56 Ave S Dear Mr. Bertch, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building, Planning and Public Works Departments. At this time the Fire Department has no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Jbnniifer M. all t Technician enc File No. D09 -020 W:\Perrnit Center\Correction Letters \2009\D09 -020 Correction Letter #2.DOC • Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard. Suite #100 • Tukwila_ Washincrtnn 9111138 • Phnne• 2nt5- 4 71 -46717 • FAY. 21h_431_1hiS • • Building Division Review Memo Project Name: Flick Garage Permit #: D09 -020 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Previous letter requested the engineered "S" plan sheets be wet stamped and signed by the engineer. Please provide those engineered sheets wet stamped by the engineer. 2. Details on sheet A5 show walls and ceiling insulated from ground to ceiling. However the bathroom on sheet A2 is indicated as the only room insulated. Please provide some clarification as to whether the entire building is intended to be a heated and insulated building or if it is intended only for the bathroom. Show consistency with all plan details and elevations. Identify the source of heating. Please note: if the intent is to heat the entire building, under floor perimeter slab insulation shall be required per 2006 WSEC Chapter 6. 3. The plan view on sheet A3 shows a storage room above the garage. However structural details show beams with floor joist provided in the open area above the garage and the plan view only shows beams. Elevation view B -B sheet A4 does not show the beams. In addition dormers are shown providing windows potentially for future rooms. Please identify the intent for the extra beam structure over the garage and intent for the dormers. Revise all details, plan views and elevations to show consistency with each other. Provide a note on the plan "NO PORTION OF THIS BUILDING SHALL BE USED AS A LIVING SPACE ". 4. The plan shows the sink moved out to the garage side of the bathroom. Plumbing shall be protected from freezing. If this garage is not going to be heated, identify what method or heat source shall be used to prevent potential freezing of plumbing pipes connecting to the sink. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. 07 -02 -2009 BILL BERTCH PO BOX 476 RENTON WA 98057 City of f T'L1,CtiV1la RE: Permit Application No. D09 -020 13325 56 AV S TUKW Dear Permit Applicant: • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 02/18/2009, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 08/17/2009. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D09 -020 Ann Cnnthnentvn Rnsslaunsai Qs• itn # 1 /1n s 71.1. 1 notoo _ nr-____ nnc w as _ May 19, 2009 Allen Johannessen, Plans Examiner City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 6. Relocated sink to garage area (sheet A2) Sincerely, Bill Bertch CW Design Inc. • DESIGN, INC. 0 P.O. Box 476 • RENTON, WA. 98057 425-271-0082 (OFFICE) • 206- 948 -7094 (OFFICE) • 425 - 228 -8699 (FAX) RE: Plan Review for Flick Detached Garage (Permit application #D09 -020) Listed below are the responses to the correction letter dated February 26, 2009 referenced in accordance with your item numbers. 1. Original engineering calculations included with this re- submittal. 2. Added street name, vicinity map and benchmark elevations to the site plan (sheet Al) 3. Eliminated footing drains and referenced roof drains to drain onto splash blocks (sheet Al) 4. Updated general notes "code references" (sheet A0) 5. Added bathroom cross - section to show insulation values. Specified electric wall heater for heat source. (sheet A2) Please feel free to contact me with any questions you may have at 425 - 271 -0082. 4 May 19, 2009 Stacy MacGregor, Planner City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 RE: Plan Review for Flick Detached Garage (Permit application #D09 -020) Listed below are the responses to the correction letter dated February 25, 2009 referenced in accordance with your item numbers. 1. Added site as -built measurements of the existing residence to sheet Al for confirmation of the residence square footage. King County records indicate 1,240 square feet and the correct square footage should be 1,538. Please feel free to contact me with any questions you may have at 425 - 271 -0082. Sincerely, k Bill Bertch CW Design Inc. 0 CM DESIGN, INC. • P.O. Box 476 • RENTON, WA. 98057 425-271-0082 (OFFICE) • 206- 948-7094 (OFFICE) • 425 - 228-8699 (FAX) i May 19, 2009 Joanna Spencer, Plan reviewer City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 RE: Plan Review for Flick Detached Garage (Permit application #D09 -020) Listed below are the responses to the correction letter dated March 30, 2009 referenced in accordance with your item numbers. 1. Specified splash blocks for roof run -off (sheet Al) 2. Added driveway width (sheet Al) 3. Construction cost estimate for the site work to be submitted by contractor. Please feel free to contact me with any questions you may have at 425 - 271 -0082. Sincerely, g l iZ t Bill Bertch CW Design Inc. • CI DESIGN, INC. s P.O. Box 476 • RENTON, WA. 98057 425-271-0082 (OFFICE) • 206-948 -7094 (OFFICE) • 425 - 228 -8699 (FAx) 1 March 30, 2009 Bill Bertch PO Box 476 Renton WA 98057 Bill Rambo Permit Technician encl File No. D09 -020 • City of Tukwila RE: CORRECTION LETTER #1 Development Permit Application Number D09 -020 Flick Garage —13325 56 Ave S P:\Perroit Center\Correction Letters\2009\D09 -020 Correction Letter #1.DOC wer • Department of Community Development Jack Pace, Director Dear Mr. Bertch, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building, Planning and Public Works Departments. At this time the Fire Department has no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Planning Department: Stacy MacGregor at 206 - 433 -7166 if you have questions regarding the attached memo. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely q•a/Veitt' Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: February 26, 2009 Project Name: Flick Garage Permit #: D09 -020 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The design and size of the garage does not meet the prescriptive requirements of the code for braced wall construction. Therefore plans shall require engineering. Plans provided include engineered "S" sheets. Provide the engineers calculations with engineered plan sheets, wet stamped and signed by the engineer. 2. Identify streets on the site plan. Include a vicinity plan and identify elevation benchmarks for the site. Show elevation of garage floor in relation to the site elevation benchmarks. 3. Plan shows footing drains and roof drains. Identify where the drains shall disburse to a drain field or storm drainage system. Footing drain and down spouts shall not be connected. Footing drains may not be necessary for slab on grade construction depending on soil conditions. 4. Some code references indicated on the plan notes refer to outdated or incorrect codes. Make the necessary changes to code notes to show the plans meet the current 2006 International Building and Residential Codes. 5. Plan shows a bathroom installation. Identify a source of heat to prevent water pipes from freezing. Plans shall include details to show floor, walls, door and ceilings insulated to meet current 2006 Washington State Energy Codes. 6. In addition to item 5) the stairway shows extending over the sink. Bathrooms shall have a minimum ceiling height of 6 feet 8 inches over the fixture and at the front clearance area for fixtures. Show the headroom over the sink shall meet code for headroom clearance. (IRC r305.1 #4) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. APPLICANT: Flick Garage RE: D09 -020 ADDRESS: 13325 56 Ave S o • PLANNING DIVISION COMMENTS DATE: February 25, 2009 The plans as submitted are not approved. Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206 -433 -7166. 1. The proposed floor area of your garage exceeds the area allowed by code for two reasons. Floor area is defined as: TMC 18.06.325 Floor Area "Floor area" means the sum of the gross horizontal areas of the floors of a building or buildings, measured from the exterior walls and from the centerline of divisions walls. Floor area includes basement space, elevator shafts and stairwells at each floor, mechanical equipment rooms or attic spaces with headroom of 7 feet 6 inches or more, penthouse floors, interior balconies and mezzanines, enclosed porches, and malls. Floor area shall not include accessory water tanks and cooling towers, mechanical equipment or attic spaces with headroom of less than 7 feet 6 inches, exterior steps or stairs, terraces, breezeways and open spaces. a. Tukwila Municipal Code (TMC) allows a detached garage in the low- density residential zone provided it is incidental to the home. King County records indicate that your existing home is 1240 square feet. The floor area of the garage you propose is in excess of 1240 square feet and, as such, is not considered incidental to the home. b. Tukwila Municipal Code allows, as accessory uses, a garage or carport (private) not exceeding 1,500 square feet in floor area, provided it is located on the same lot as the principal use and is subject to the regulations affecting the main building. (TMC 18.10.030) In order to meet code, your plans need to demonstrate a garage with a floor area less than the area of the home. If the home is greater than the 1240 sf that King County recognizes, provide documentation demonstrating its actual size. Areas of the garage with a ceiling height of less than 7'6" need to be called out on the plan. 1 DATE: March 30, 2009 PROJECT: P: joanna/comments 1 D09 -020 PUBLIC WORKS DEPARTMENT COMMENTS Flick Garage 13325 56 Ave S PERMIT NO: D09 -020 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Plan sheet A5 calls for roof drainage downspouts, however your site plan does not show any storm drainage solutions for controlling roof runoff. Based on the square footage you can install a dry well, infiltration trench or use splash blocks as long as you don't adversely impact the adjacent properties. 2) Show the width of proposed driveway. Maximum width allowed for a residential driveway is 20- ft. 3) Submit a construction cost estimate for associated site work for erosion control, storm drainage and access driveway, see page 1 of attached Public Works Bulletin A -2. DEP RTMENTS: Bui ing Division Public Works Complete Comments: TUES/THURS ROUTING: Building Please Route ❑ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 0 HERMIT COORD C PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D09 -020 DATE: 05/27/10 PROJECT NAME: FLICK GARAGE SITE ADDRESS: 13325 56 AV S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 4 after Permit Issued ❑ Structural n Permit Coordinator ❑ Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required ❑ No further Review Required DATE: Approved Approved with Conditions I I Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Planning Division DUE DATE: 06/01/10 Not Applicable DUE DATE: 06/29/10 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D09 -020 DATE: 01 -29 -10 PROJECT NAME: FUCK GARAGE SITE ADDRESS: 13325 56 AV S Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 3 after Permit Issued DEPARTMENTS: BBu din sion Pu lc Works PERNT COON COPY PLAN REVIEW/ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete X Comments: WI _ N/, (1_1-Ho Fire Prevention Structural ❑ Incomplete 111 Permit Coordinator DUE DATE: 02-04-10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Building Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Structural Review Required ❑ No further Review Required ❑ DATE: DUE DATE: 03-04-10 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) f)k Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documents/routing slip.doc 2 -28 -02 DATE: Pla D ivi s� on ( _�,( 02 -1 M Bldg ❑ Fire ❑ Ping 19(1 PW ❑ Staff Initials:�V`� T� / ACTIVITY NUMBER: D09 -020 DATE: 10 -02 -09 PROJECT NAME: FLICK GARAGE SITE ADDRESS: 13325 56 AV S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued EPARTMENTS: Ilding Division mi 7 •14k it A06 ublic Wo k DETERMINATION OF CO I PLETENESS: (Tues., Thurs.) DUE DATE: 10 -06 -09 Complete APPROVALS OR CORRECTIONS: Approved Notation: n Documents /routing slip.doc 2 -28 -02 PE PLAN REVIEW /ROUTING SLIP PiePreve tion Structural Incomplete n ,SA A4 Planning Di ision Permit Coordinator Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route n Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: Approved with Conditions REVIEWER'S INITIALS: DATE: U DUE DATE: 11-03-09 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D09 -020 DATE: 09 -04 -09 PROJECT NAME: FLICK GARAGE SITE ADDRESS: 13325 56 AV S Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Issued D EPARTMENTS: Building4eision Kf V0 u� blic Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete e Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route ricl Structural Review Required No further Review Required ❑ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 °PERMiT COORD COPY PLAN REVIEW/ROUTING SLIP km N //4- -°6) Fire Prevention Structural Incomplete 111 DATE: ❑ Permit Coordinator ❑ SN' Al° g I . 11• - 0 9 1 Planning Division DUE DATE: 09-08-09 DATE: Not Applicable U DUE DATE: 10-06-09 Not Approved (attach comments) ri Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: 1 p Building Division Public Works ❑ Complete ta Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 � PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D09 - 020 DATE: 07 -17 -09 PROJECT NAME: FLICK GARAGE SITE ADDRESS: 13325 56 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n u Permit Coordinator ❑ n DATE: DATE: Planning Division DUE DATE: 07-21-09 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DUE DATE: 08-18-09 Approved n Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: 11 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D09 -020 DATE: 05 -19 -09 PROJECT NAME: FLICK GARAGE SITE ADDRESS: 13325 56 AV S Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPAR MEN S: Complete Comments: Documents/routing slip.doc 2 -28 -02 PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: • Fire Prevention Structural DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) Incomplete n n a) n Permit Coordinator ❑ DUE DATE: 05-21-09 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS R TING: Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: DATE: GM A Planning Division Not Applicable DUE DATE: 06 -1 -09 Approved — Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: O 101 f0A Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: A� ACTIVITY NUMBER: D09 -020 PROJECT NAME: FLICK GARAGE SITE ADDRESS: 13325 56 AVE S X Original Plan Submittal _ Response to Correction Letter # DATE: 02 -18 -09 Response to Incomplete Letter # Revision # After Permit Issued DEPA'TMENTS: ivision uildin P blic Works Complete Comments: -0q -oq TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28 -02 "PENH wthili)C if • PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Structural Review Required PIA( Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n DATE: DATE: ynA de�iwl � Planning Division Permit Coordinator 2 6• DUE DATE: 02 -24 -09 Not Applicable 111 No further Review Required n DUE DATE: 03-24-09 r -' n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Approved Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: / Departments issued corrections: Bldg ir Fire ❑ Ping — PWV Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 a��� n. 0 9 /ag/o' �w Summary of Revision: G.4nON OF oG1» CA'G -f M VO►J(q a.... `C'r'yO j 1110 44 `re RUAC _ Received by: «Ce.; .C ;c1 REVISION NO. DATE RECEIVED STAFF INITI LS ISSUED DATE STAFF INITIALS STAFF INI ' , 2 lO- --DPI (o-3 -1a [ j0, 01, DPI M VO►J(q a.... `C'r'yO j 1110 44 `re RUAC Received by: "" Summary of Revision: 4 t Czt y.e,t,, i a ret1 Received by: «e ; - 4, , �k REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS /1.-1. V9 O / (o-3 -1a �< Summary of Revision: M VO►J(q a.... `C'r'yO j 1110 44 `re RUAC Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF IN LS /1.-1. V9 O / (o-3 -1a �< Summary of Revision: G2t(AVI A biZcirr.6 W p, M VO►J(q a.... `C'r'yO j 1110 44 `re RUAC - Received by: Ip i . _c1, ._k_ REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S ummary of Revision: - Received by: 0 PROJECT NAME: f [,{ (.It A-(4f PERMIT NO: SITE ADDRESS: 1191926 a/ J ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF ISSUED DATE INI Summ : of Revision: � n; liMI A ` i E��� ! M:Al _ :.1� T ,, -� r - - S Received by: STAFF INITIALS (please print) (please print) (please print) (please print) (nlenee nrintl Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: c /7,1 /ZO ❑ Response to Incomplete Letter # er # '11114 RECEIVED • Revision # y after Permit is Issued CITY OF TUKWII,A ® Revision requested by a City Building Inspector or Plans Examiner MAY 27 2010 Project Name: Flick Garage Project Address: 1> 13325 56 Ave S Contact Person: �2■-k-e" c-k Phone Number: Ertl 61 90 1 - OS a_ (o Summary of Revision: 5-4-o `vree.z€ � 0A,a crows ha X52 , T4 i5 nab -V le Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 0',)-/I/ City of Tukwila \applications \forms- applications on linc\rcvision 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 Plan Check/Permit Number: D09-020 PERMIT eeQITEP City of Mimi Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.cLtukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the ,nail, fax, etc. Date: ' h'q ■ Plan ChecWPermit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 3 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner li ck GG.ra�o�� Project Address: V -S 5 (04"/ 1°0 , So • ' �� k w ; \0. Contact Person: ;c._ Summary of Revision: Project Name: be rex Tk .e <n4e4 ' ctve (Is VIa 4 -4-k area- 6. kinr\ An A - A- u < v.Jr'. Phone Number: Sheet Number(s): "Cloud" or highlight all areas of revision induding date of revision Received at the City of Tukwila Permit Center by: A 411 K r Entered in Permits Plus on h / P-96 \applicationsVonns- applications on linelrevision submittal Created: 8-13-2004 • - 0 C39 - 0 9-0 Steven M Mullet, Mayo Steve Lancaster, Director ti RECEIVED CITY OFTUKWILA UAIN292010 PERMIT CENTf (2o,.) 90 \ - 05(0 cJ &S Sh6w(\ mr. SL) to,rr. ec\ a.ce0.S Sc -costa ( mu(.4-e \ bu ,nn G e r - E4�5v� 2cMl'S sek 1 74 } 54-6.4e \ c\e- ��nt..��i`` o.lon<M-P o'Y - 441-R al.AD S been vS2ek 40 cr lla .re lexv 4.cceSS ± k 4 5 a -a a_r‘ c( 4o hQ lhn4 ■V ) -In ka-4 O5-e re S i 8e n c•p �_ . City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: t4 / Plan Check/Permit Number: 'Q — 0 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 2. after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: c���1� 616,4-c,5 p_ Project Address: V332,5 5 C, 4 (1.1e s. Contact Person: \<e.; F ; c .k Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.ci.tukwila.wa.us Summary of Revision: (ZQ In cGL A-o Nf uJ ty_v-a -SQ. nr S ► a-e. '31 a A Sheet Number(s): \ _ 4 Co FCe S "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ar in Permits Plus on H:Wpplications\Forms- Applications On Line\2009 -08 Revision Submittal.doc Created: 8 -13 -2004 REVISION SUBMITTAL Phone Number:6_0 t. cl 0 CITY OF TUl(WU OCT 0 2 2009 °FI~Ttat- : rr ∎-r mug .11 ub le: 91p Keitn r i 1CK Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the nwil, fax, eta Date: �f `Io Plan Check/Permit Number: 7O • (DZO ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # L after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: FL l Gtr- c /*U .6 Project Address: [ 3•2S• Stirli Ave S Contact Person: SILL.. BroenCA4 Summary of Revision: VOLOGATErti> Oreirk, 6,t4 4E !9N Si1E ?[..9-t•/ Sheet Number(s): — (,0 .S "Cloud" or highlight all areas of revision lndudin date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on City of Tukwila H: AppliwionsWorms -Appli atimu On Linec2009411 Revision Submittal.dac Gwed: 1-13 -$004 Revised: 14009 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: htta : //www.ci.tukwila.wa. us lcubl CUL tb p•c REVISION SUBMITTAL, Phone Number: gas' .21i-eve 2 KW/LA ( D 1009 PERma CEIVTEA • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 1 , 7 109 Plan Check/Permit Number: D09-020 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Flick Garage Project Address: 13325 56 Av S Contact Person: Sty ag-f2A Summary of Revision: 517}vrv{ P � � " S Gzl4Tt IGtc a Sheet Number(s): » 2 - ( 4 - c ; 51 - 5 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [2( Entered in Permits Plus on 11-111 Oq \applications\forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: Phone Number: 42.S 2 7 1- O082 INSLA -WrioN G1-A1Zi Pt Gen] 4 f°I ECRIVED CITY OF TUKWILA ILIL 17 2009 PFRMIT CFNTFr' City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us • REVISION: SUBMIT TAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6 /i' /0 9 Plan Check/Permit Number: D09 -020 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: FLICK GARAGE Project Address: 13325 56 Av S Contact Person: Phone Number: I I ZS 1 - JS Z Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF TUKWI A MAY 191009 AEIFIlkillreittOEP Summary of Revision: f9PO ?7 J» c,n2 a — S SP?-9I] C 7 S 1 TE P_L . fif2i Z 138 -P.Oo vv■ sJ 4 t ►-isu c u/hwwS ocz,c '17 �H11J� ��'u.• V ILA) r.I4 Frel 13 4 (AA SEC-7 , Sheet Number(s): 61 ! � + qG{ �S "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: !'1 Entered in Permits Plus on \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 CBIC PO2279 11/10/2001 Until Cancelled $12,000.0010/08 /2001 3 CBIC PO2279 11/10/199711/10 /2001 $6,000.00 2 CBIC PO2279 11/10/199511/10 /1997 $6,000.00 1 DEVELOPERS INS CO 177774C 09/30/199409/30 /1995 $6,000.00 Name Role Effective Date Expiration Date TINGLEY, BRYCE K Cancel Date 01/01/1980 Amount TINGLEY, CHRISTINE M 10 01/01/1980 CGL0013327 Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 10 Berkley Regional Ins Co CGL0013327 12/11/2008 12/11 /2009 $1,000,000.0002 /23/2009 BERKLEY Untitled Page General /Specialty Contractor A business registered as a construction contractor with Lftl to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name E R PROPERTIES INC UBI No. 601579987 Phone 2537354100 Status ACTIVE Address 1402 Lake Tapps Parkway License No. ERPROI "060P6 #104 -5 Suite /Apt. License Type CONSTRUCTION CONTRACTOR City AUBURN Effective Date 10/26/1994 State WA Expiration 10/9/2009 Date Zip 98092 Suspend Date County KING Specialty 1 GENERAL Business Type Corporation Specialty 2 UNUSED Parent Company Business Owner Information Bond Information Insurance Information 0 • Page 1 of 2 https: // fortress .wa.gov /lni/bbip/Detail.aspx 07/24/2009 PROJECT ::'ATA ZONING: t -DR CODE: 200e. S.B.C. / 200e I.R.C. PARCEL NO.: 211200 -0015 LEGAL DESCRIPTION : EAST RIVERTON GARDEN TRS 2ND, LOT 23 SITE AREA: 20,150 SQ. FT. BUILDING FOOTPRINT (EXIST): 1,539 Q. FT. COVERED PORCH (EXIST): 2S0 S. PT. COVERED 5REEZEWAY (NEW): 224 •. FT. DETACHED GARAGE (NEW): 1,240 Q. FT. STRUCTURE COVERAGE (EXIST +NEUJ): 3,283 :Q. FT. STRUCTURE COVERAGE %: 15.02% ALLOWABLE STRUCTURE COVERAGE %: 35.00% TOP OF SLAB A MID PT OF GAR EL - 2' -G" PROPOSED NEW GARAGE (ROOF DOWNSPOUTS TO SPLASHBLOCKS (P'F UNO) . EXISTING RESIDENCE (1,539 sf) 0' 0 co/ O) . • / . / / / / , / 1 V • / / • o / . / / 0' / / / EXIST GARAGE TO BE DEMOLISHED .• / / / Aco ()) ■ S Plan 01 10, 20' 40' Al C.. /N / N Sp N 1 ` • • / / / ./ / / •• // a ,zc / , / • REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees NOTE: ALL PROPERTY BOUNDARY INFORMATION PROVIDED BY KING COUNTY ASSESSORS OFFICE. CW DESIGN, INC. MAKES NO WARRANTIES, EXPRESSED OR IMPLIED, AS TO THE ACCURACY OF THE PROPERTY MEASUREMENTS AND /OR EXISTING RESIDENCE LOCATION. FILE CO PY pm rmit In REVISION NO1Ho,_ REVIEWED FOR CODE COMPLIANC APPROVED OCT 0 7 2009 City of Tukwila BUILDING C)IVISI(Th W 4 o om S T B RA Z Oz0o giP1 �npa — I- QQ ZW Z a a I3 '° J O Z W U O K . rcIA to0 9- ozo RECEIVED OCT 02 2009 PERMIT CENTER cw DESIGN, INC. www.cwdesign- inc.com P.O. Box 476 Renton, WA 98057 425- 271 -0082 (Office) 206 - 948 -7094 (Office) 425- 228 -8699 (Fax) I REv. DATE 10 0/18/09 09/02/09 0 A n 0 0 cD c c 0 ti a CO a > 0 Q c) a 1 CCS V CV a , I-0 M CZ (I) — -- 1PROJECT NO.: 07115 DRAWN BY: WJB / KRB DATE: SEPT 02, 2009 SHEET: Al PROJECT 17 ATA ZON ING: LDR CODE: 2006 S.B.C. / 2006 I.R.C. PARCEL NO, : 2112 00 - 0015 LEGAL DESCRIPTION : EAST RIVERTON GARDEN TRS 2ND, LOT 23 SITE AREA: 20 SQ. FT. BUILDING FOOTPRINT (EXIST): 1,539 Q. FT. COVERED PORCH (EXIST): 2S0 S. FT. COVERED BREEZEWAY (NEW): 224 FT. DETACHED GARAGE GE (NEW): 1,240 Q. FT. STRUCTURE COVERAGE (EX IST +NEW): 3,253 .Q. FT. STRUCTURE COVERAGE %: 15.02% 4LLOUJ4f3LE STRUCTURE COVERAGE %; 35.00% SEPARATE PERMIT REQUIRED FOR: kil Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. t''fT7:: Revisions will require a new plan submittal may include additional plan review fees. PROPOSED NEW GARAGE (ROOF DOWNSPOUTS TO SPLASHBLOCKS (rYP UNO) o• / PLANNING APPROVED • No changes can be made. to these plans without approval from the Planning Division of DCD Approved By: Date :, 0°1211 / 4 / EXIST GA • GE TO BE DEMOLISHED 4cY / 449 / /zou' e's/ • / Si te Plan . / / 0' 10' 20' 40' 1 •SO � �F� X00. / 1 / By Date: /. FILE Cis) Pit REVIEWED FOR CODE COMPLIANCE APPROVED SEP 21 2009 City ofIlikwila BUILDING DIVISION r Permit No. 1R cn Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt r4 approved Field Copy and conditions is acknowledged: `\ City Of Tukwila BUILDING DIVISION NOTE: ALL PROPERTY BOUNDARY INFORMATION PROVIDED BY KING COUNTY ASSESSORS OFFICE. CW DESIGN, INC. MAKES NO WARRANTIES, EXPRESSED OR IMPLIED, AS TO THE ACCURACY OF THE PROPERTY MEASUREMENTS AND /OR EXISTING RESIDENCE LOCATION. These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequac of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: RECEIVED CITY OF TUKWILA SFP 0 4 2009 PERMIT CENTER REVISION NO. P01 - 02D MY DESIGN, INC www.cwdesign- inc.com P.O. Box 476 Renton, WA 98057 425- 271 -0082 (Office) 206 - 948 -7094 (Office) 425- 228 -8699 (Fax) REV. DATE 10 05/18/09 Q2 09/02/09 A 0 0 • LL mq 45.0 aow � � �0 -°d� a aYW�w � W_ 1 ul liqi h �O I Z E V N OOU = � g o zow aa�OC ��aww 02 oow� w O u.ZOd _,LL� wz ci 8, L?.2 o0° ° ooI¢a moc1gw" o u>v)ZQ NV C :LuiWW MV/1. =o UUZw ~ °s m1,810 El= M�� 0 30oioati OC �2 UGtq u.02 =Ud PROJECT NO.: 07115 DRAWN BY: WJB / KRB DATE: SEPT 02, 2009 SHEET: Al A ABV:ABOVE AFF: ABOVE FINISHED FLOOR ADH: ADHESIVE ADJT: ADJUSTABLE AGG: AGGREGATE NC: AIR - CONDITIONING ALT: ALTERNATE ANC: ANCHOR, ANCHORAGE AB: ANCHOR BOLT APPROX: APPROXIMATE AWNG: AWNING B BSMT: BASEMENT BW: BOTH WAYS BRG: BEARING BM: BENCH MARK BLK: BLOCK BLKG: BLOCKING BD: BOARD BOT: BOTTOM BLDG: BUILDING C CAB: CABINET CRPT: CARPET CSMT: CASEMENT CB: CATCH BASIN CLG: CEILING CLR: CLEAR (ANCE) COL: COLUMN CONC: CONCRETE CMU: CONCRETE MASONRY UNIT CONST: CONSTRUCTION CONT: CONTINUOUS OR CONTINUE CORR: CORRUGATED CU FT: CUBIC FOOT CU YD: CUBIC YARD D DPR: DAMPER DP: DAMPPROOFING DEMO: DEMOLISH DTL: DETAIL DIAG: DIAGONAL DIAM: DIAMETER DR: DOOR DH: DOUBLE HUNG DS: DOWNSPOUT DWR: DRAWER DWG: DRAWING DW: DISHWASHER E EF: EACH FACE E: EAST ELEC: ELECTRICAL EP: ELECTRICAL PANEL EL: ELEVATION ELEV: ELEVATOR EQ: EQUAL EQUIP: EQUIPMENT EXIST: EXISTING EXP: EXPOSED EXT: EXTERIOR F FOC: FACE OF CONCRETE FOS: FACE OF STUDS FPL: FIREPLACE FP: FIREPROOF FLR: FLOORING FD: FLOOR DRAIN FTG: FOOTING FND: FOUNDATION FURN: FURANCE Abbreviations G GA: GAGE, GAUGE GALV: GALVANIZED GL: GLASS, GLAZING GLB: GLASS BLOCK GWB: GYPSUM WALL BOARD H HDW: HARDWARE HDWD: HARDWOOD HDR: HEADER HVAC: HEATINGNENTILATION / AIR CONDITIONING HT: HEIGHT HC: HOLLOW CORE HORIZ: HORIZONTAL HB: HOSE BIBB INCL: INCLUDED ID: INSIDE DIAMETER INSUL: INSULATION INT: INTERIOR INTM: INTERMEDIATE J JST: JOIST K KIT: KITCHEN L LB: LAG BOLT LAM: LAMINATE LAV: LAVATORY LH: LEFT HAND L: LENGTH LT: LIGHT LWT: LIGHTWEIGHT LWC: LIGHTWEIGHT CONCRETE M MFG: MANUFACTURER MAX: MAXIMUM MECH: MECHANIC (AL) MC: MEDICINE CABINET MTL: METAL MLWK: MILLWORK MIN: MINIMUM MIR: MIRROR MISC: MISCELLANEOUS N N: NORTH NIC: NOT IN CONTRACT NTS: NOT TO SCALE 0 OBS: OBSCURE OC: ON CENTER OP: OPAQUE OPNG: OPENING OA: OVERALL OH: OVERHEAD OCTG: OCTAGONAL P PAR: PARALLEL PBD: PARTICLE BOARD PTN: PARTITION PED: PEDESTAL PERF: PERFORATED PERIM: PERIMETER PLAM: PLASTIC LAMINATE PL: PLATE PLHT: PLATE HEIGHT PWD: PLYWOOD PT: POINT P (CONTINUED) PCF: POUND PER CUBIC FOOT PLF: POUNDS PER LINEAL FOOT PSF: POUNDS PER SQUARE FOOT PSI: POUNDS PER SQUARE INCH PREFAB: PREFABRICATED PL: PROPERTY LINE PICT: PICTURE R RAD: RADIUS REF: REFERENCE REFR: REFRIGERATOR REG: REGISTER REINF: REINFORCING RTN: RETURN RA: RETURN AIR REV: REVISION (S), REVISED RH: RIGHT HAND ROW: RIGHT OF WAY R: RISER RD: ROOF DRAIN RM: ROOM RO: ROUGH OPENING R &S: ROD & SHELF S SG: SAFETY GLASS SCH: SCHEDULE SECT: SECTION SHTG: SHEATHING SHT: SHEET SHLV: SHELVING SIM: SIMILAR SKYLT: SKYLIGHT SC: SOLID CORE S: SOUTH SPEC: SPECIFICATION (S) SQ: SQUARE SST: STAINLESS STEEL STD: STANDARD ST: STEEL STOR: STORAGE SD: STORM DRAIN STRUCT: STRUCTURAL SH: SINGLE HUNG T TEL: TELEPHONE TV: TELEVISION THK: THICK (NESS) THR: THRESHOLD T &G: TONGUE AND GROOVE TOS: TOP OF SLAB TOW: TOP OF WALL TB: TOWEL BAR T: TREAD TYP: TYPICAL U UNFIN: UNFINISHED V VB: VAPOR BARRIER VERT: VERTICAL W WSCT: WAINSCOT WH: WATER HEATER WC: WATER CLOSET WP: WATERPROOFING WWF: WELDED WIRE FABRIC W: WEST W: WIDTH, WIDE WDW: WINDOW WO: WITHOUT WD: WOOD WI: WROUGHT IRON FOUNDATION DRAINAGE: IRC Section R401.3: Surface drainage shall be diverted to an approved point of collection so as to not create a hazard. Lots shall be graded so as to drain surface water away from foundation walls. The grade away from foundation walls shall fall a minimum of 6 inches within the first 10 feet. Exception: Where lot lines, walls, slopes or other physical barriers prohibit 6 inches of fall within 10 feet, the final grade shall slope away from the foundation at a minimum slope of 5 percent and the water shall be directed to drains or swales shall be provided to ensure drainage away from the structure. IRC Section R405.1: Drains shall be provided around all concrete or masonry foundations that retain earth and enclose habitable or useable spaces located below grade. Drainage tiles, gravel, or crushed stone drains, perforated pipe or other approved systems or materials shall be installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. Gravel or crushed stone drains shall extend at least 1 -foot beyond the outside edge of the footing and at least 6 inches above the top of the footing and be covered with an approved filter membrane material. The top of open joints of drain tiles shall be protected with strips of building paper, and the drainage tiles or perforated pipe shall be placed on a minimum 2 inches of washed gravel or crushed rock at least one sieve size larger than the tile joint opening or perforation and covered with not Tess than 6 inches of the same material. WOOD IN CONTACT WITH CONCRETE & MASONRY: IRC Section R319.1 #2. All wood framing members that rest on concrete or masonry exterior foundation walls and are less than 8" from the exposed ground require the use of an approved species and grade of lumber specified in Section R319.1 & R319.2. COLUMNS AND POSTS: IRC Section R319.1.4. Wood columns shall be approved wood of natural decay resistance or approved pressure - preservative- treated wood. Exceptions: 1) Columns exposed to the weather or in basements when supported by concrete piers or metal pedestals projecting 1 inch above a concrete floor or 6 inches above exposed earth and the earth is covered by an approved impervious moisture barrier. 2) Columns in enclosed crawl spaces or unexcavated areas located within the periphery of the building when supported by a concrete pier or metal pedestal at a height more than 8 inches from exposed earth and the earth is covered by an approved impervious moisture barrier. IRC Section R407.3: Columns shall be restrained to prevent lateral displacement at the bottom end. Wood columns shall not be less than 4 inches by 4 inches and steel columns shall not be less than 3 -inc- diameter standard pipe or approved equivalent. MINIMUM STANDARD AND QUALITY: IBC Section 2303.1: Structural lumber, end jointed lumber, pre- fabricated I- joists, structural glue - laminated timber, wood structural panels, fiberboard sheathing (when used structurally), hardboard siding (when used structurally), particleboard, preservative treated wood, fire- retardant - treated wood, hardwood plywood, trusses and joist hangers shall conform to the applicable standards or grading rules of the IBC Section 2303 and shall be identified by a grade and /or identification mark. FASTENERS: IRC Section R319.3: Fasteners for pressure - preservative and fire- retardant - treated wood shall be of hot - dipped zinc - coated galvanized steel, stainless steel, silicon bronze or copper. The coating weights for zinc - coated fasteners shall be in accordance with ASTM A153. See also manufacturer specification or distributor specific installation instructions or recommendations. Exceptions: 1) One - half -inch diameter or larger steel bolts. 2) Fasteners other than nails and timber rivets shall be permitted to be of mechanically deposited zinc - coated steel with coating weights in accordance with ASTM B695, Class 55, minimum. ACCESS: IRC Section R408.4: Access shall be provided at all under -floor spaces. Access openings through the floor shall be a minimum of 18 inches by 24 inches. Openings through a perimeter wall shall be not less than 16 inches by 24 inches. When any portion of the through -wall access is below grade, an areaway not less than 16 inches by 24 inches shall be provided. The bottom of the areaway shall be below the threshold of the access opening. Through wall access openings shall not be located under a door to the residence. See Section M1305.1.4 for access requirements where mechanical equipment is located under floors. IRC Section R807.1: Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that exceed 30 square feet and have a vertical height of 30 inches or more. The rough- framed opening shall not be less than 22 inches by 30 inches and shall be located in a hallway or other readily accessible location. A 30 -inch minimum unobstructed headroom in the attic space shall be provided at some point above the access opening. See Section M1305.1.3 for access requirements where mechanical equipment is located in attics PROPERTY OWNER KEITH FLICK 13325 56TH AVE S TUKWILA, WA 98178 RESIDENTIAL DESIGNER CW DESIGN, INC PO BOX 476 RENTON, WA 98057 425 - 271 -0082 STRUCTURAL ENGINEER MITCHELL ENGINEERING INC. 7821 168TH AVE NE REDMOND, WA 98052 (425) 747 -1500 Project Contacts Building Area(s) SQUARE FOOTAGE EXIST SINGLE FAMILY RESIDENCE DETACHED GARAGE(EXIST) DETACHED GARAGE(NEW) SEPARATE PERMIT REQUIRED FOR: D Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION] REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 1,538 576 (DEMO) 1,500 WATER- RESISTANT GYPSUM BACKING BOARD: IRC Section R702.3.8: Gypsum board used as a base or backer for adhesive application of ceramic tile or other nonabsorbent material shall conform with ASTM C630 or C1178. Use of water - resistant gypsum backing board shall be permitted to be used on ceilings where framing spacing does not exceed 12 inches o.c. for'/" thick or 16 inches o.c. for 5/8" thick gypsum board. Water resistant gypsum wallboard shall not be installed over a vapor retarder, or on ceilings in a shower or tub compartment. Cut or exposed edges, including those at wall intersections, shall be sealed as recommended by the manufacturer. IRC Section R702.3.8.1: Water- resistant gypsum backing board shall not be used where there will be direct exposure to water, or in areas subject to continuous high humidity. WEATHER RESISTANT SHEATHING PAPER: IRC Section R703.2: One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. The left or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. Exception: Omission of the water - resistive barrier is permitted in the following situations: 1) In detached accessory buildings. 2) Under exterior wall finish materials as permitted in Table R703.4. 3) Under paperbacked stucco lath when the paper backing is an approved weather - resistive sheathing paper. FLASHING: IRC Section R703.8: Approved corrosion - resistant flashing shall be applied shingle- fashion in such a manner to prevent entry of water into wall cavity or penetration of water to the building structural framing components. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion - resistant fleshings shall be installed at all of the following locations: 1) Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water - resistive barrier for subsequent drainage. 2) At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3) Under and at the ends of masonry, wood or metal copings and sills. 4) Continuously above all projecting wood trim. 5) Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6) At wall and roof intersections. 7) At built -in gutters. SIDING /EARTH SEPARATION: IRC Section R319.1 #5: Wood siding, sheathing and wall framing on the exterior of the building used within 6" of earth shall be pressure preservatively treated wood or wood of natural resistance to decay. WOOD WALL FRAMING: IRC Sections 602.3.1: The size, height and spacing of studs shall be in accordance with Table R602.3 (5). Exceptions: 1) Utility grade studs shall not be spaced more than 16 inches on center, shall not support more than a roof and ceiling, and shall not exceed 8 feet in height for exterior walls and load- bearing walls or 10 feet for interior nonload- bearing walls. 2) Studs more than 10 feet in height which are in accordance with Table R602.3.1. IRC Section R602.3.2: Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and intersections with bearing partitions. End joints in top plates shall be offset at least 24 inches. Joints in plates need not occur over studs. Plates shall not be less than 2- inches nominal thickness and have a width at least equal to the width of the studs. IRC Section R602.3.4: Studs shall have a full bearing on a nominal 2 -by or larger plate or sill having a width at least equal to the width of the studs. STUDS - DRILLING AND NOTCHING: IRC Section 602.6: Drilling and notching of studs shall be in accordance with the following: 1) Notching. Any stud in an exterior wall or bearing partition may be cut or notched to a depth not exceeding 25 percent of its width. Studs in nonbearing partitions may be notched to a depth not to exceed 40 percent of a single stud width. 2) Drilling. Any stud may be bored or drilled, provided that the diameter of the resulting hole is no more than 60 percent of the stud width, the edge of the hole is no more than 5/8 inch to the edge of the stud, and the hole is not located in the same section as a cut or notch. Studs located in exterior walls or bearing partitions drilled over 40 percent and up to 60 percent shall also be doubled with no more than two successive doubled studs bored. See IRC Section 602.6, figures R602.6(1) and R602.6(2). ZONING PARCEL NO. LEGAL DESC. CODE(S) SEISMIC ZONE WIND General Notes Project Information LDR 217200 -0115 EAST RIVERTON GARDER TRS 2ND, LOT #23 2006 INTERNATIONAL BUILDING CODE (IBC) 2006 INTERNATIONAL RESIDENTIAL CODE (IRC) 2006 WASHINGTON STATE ENERGY CODE (WSEC) 2006 VENTILATION & INDOOR AIR QUALITY CODE (VIAQ) DESIGN CATEGORY 'D' EXPOSURE 'B' / 85 MPH Scope of Work DEMO EXISTING DETACHED GARAGE & REBUILD 31'x40' DETACHED GARAGE WITH STORAGE. CONSTRUCT A NEW COVERED BREEZEWAY BETWEEN NEW GARAGE AND EXISTING RESIDENCE. FIREBLOCKING: IRC Sections R602.8: Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood -frame construction in the following locations: 1) In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs; as follows: 1.1) Vertical at the ceiling and floor levels. 1.2) Horizontally at intervals and exceeding 10 feet. 2) At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3) In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with IRC Section R311.2.2. 4) At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and products of combustion. 5) For the Fireblocking of chimneys and fireplaces, see IRC Section R1003.19. 6) Fireblocking of cornices of a two - family dwelling is required at the line of dwelling unit separation. Fire blocking material shall be in accordance with IRC Section R602.8.1. MANUFACTURER'S SPECS: IMC 301.6: A permanent factory- applied nameplate(s) shall be affixed to appliances on which shall appear in legible lettering, the manufacturer's name or trademark, model number, serial number, and seal or mark of the approved testing agency. APPLIANCE PROTECTION: IMC Section 303.4: Appliances shall not be installed in a location where subject to mechanical damage unless protected by approved barriers. APPLIANCE - ELEVATION OF IGNITION SOURCE: IMC Section 304.3: Equipment and appliances having an ignition source and located in hazardous locations and public garages, private garages, repair garages, automotive motor -fuel- dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. For the purpose of this section, rooms or spaces that are not part of the.living space of a dwelling unit and that communicate directly with a private garage through openings shall be considered to be part of the private garage. WATER HEATERS: UPC Section 508.2: In seismic design categories C, D, E and F, water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third (1/3) and lower one -third (1/3) of its vertical dimensions. At the lower point, a minimum distance of 4 inches shall be maintained above the controls with the strapping. SMOKE DETECTORS: IRC Section R313.1: All smoke alarms shall be listed in accordance with UL 217 and installed in accordance with the provisions of IRC Section 313 and the household fire warning equipment provisions of NFPA 72. IRC Section 313.2: When more than one smoke alarm is required to be installed within an individual dwelling unit the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the individual unit. Smoke alarms shall he installed in the following locations: 1) In each sleeping room. 2) Outside each separate sleeping area in the immediate vicinity of the bedrooms. 3) One each additional story of the dwelling, including basements but not including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper floor shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level. IRC Section 313.2.1: When alterations, repairs or additions requiring a permit occur, or when one or more sleeping rooms are added or created in existing dwellings, the individual dwelling unit shall be equipped with smoke alarms located as required for new dwellings; the smoke alarms shall be interconnected and hard wired. Exceptio:;: 1) Interconnection and hard - wiring of smoke alarms in existing areas shall not be required where the alterations or repairs do not result in the removal of interior wall or ceiling finishes exposing the structure, unless there is an attic, crawl space or basement available which could provide acces for hard wiring and interconnection without the removal of interior finishes. 2) Work involving the exterior surface of dwellings, such as the replacement of roofing or siding, or the addition or replaceme :k of windows or doors, or the addition of a porch or deck, are exempt from the requirements ;,> this section. PREMISE IDENTlI 9C: TION: IRC Section R321: Approved numbers or addresses shall be provided for all new :;.iildinc)s in such a position as to be plainly visible and legible from the street or road fronting the prc.perty. Sheet No. AO Al A2 A3 A4 A5 S1 S2 S3 S4 S5 Drawing Index Description ABBREVIATIONS / GENERAL NOTES / PROJECT CONTACTS / PROJECT DATA / BUILDING DATA / SCOPE OF WORK / DRAWING INDEX SITE PLAN FOUNDATION PLAN (NON- STRUCTURAL USE) / GARAGE PLAN STORAGE PLAN / ROOF PLAN (NON- STRUCTURAL USE) EXTERIOR ELEVATIONS / BUILDING SECTIONS WALL SECTIONS / STAIR CONSTRUCTION STRUCTURAL NOTES / SHEAR WALL SCHEDULE / STRUCTURAL DETAILS #1 -6 STRUCTURAL DETAILS #7 -15 FOUNDATION PLAN (STRUCTURAL USE ONLY) / GARAGE SHEARWALL PLAN UPPER FLOOR FRAMING PLAN / UPPER FLOOR SHEARWALL PLAN ROOF FRAMING PLAN (STRUCTURAL USE ONLY) ffF tLL COPY Permit No. DM -fZrJ. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field py and conditions is acknowledged: By Date :, 7 24 (o el City Of lbkwila WILDING DIVISION RECEIVtu CORRECTION CITY OF TUKWILA JUL 17 2009 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 2 2009 City of t� JCi Hfila BUILDING DIVISION (1tind) l LT R# 2 - D o°I - 020 CW DESIGN, INC. www.cwdesigninc.com P.O. Box 476 Renton, WA 98057 425- 271 -0082 (Office) 206 - 948 -7094 (Office) 425- 228 -8699 (Fax) © 2008 - CW Design, Inc. REV. DATE m5 /IS /f09 u_ 0 W e R Mize _ eOF cr h = Z � y 0W F- 5 p ° O W O- W � w b1- F & � (+ g > O J � p20w o a0t9 °w vw o 0 0E rd ° `, 1 �� w �N�3��z a. Fo J�� az w�,yw Z F tiLTJ O z z O N o o oEm H za mz y °a F° Wu)ZQ o. U O�O 0 0U Owoz mg. po �� ° 2-°ZFQ iitp ZZ0,/§ hC' I O L F HF) F2.82E8 /PROJECT NO.: 07115 DRAWN BY: WJB / KRB DATE: MAY 18, 2009 SHEET: AO PROJECT BATA ZONING: LDIR CODE: 200& S.B.C. / 200& I.R.C. PARCEL NO.: 211200-0015 LEGAL DESCRIPTION : EAST RIVERTON GARDEN TRS 2ND, LOT 23 SITE AREA: 20,750 SQ. FT. BUILDING FOOTPRINT (EXIST): 1,539 Q. FT. COVERED PORCH (EXIST): 280 So. FT. COVERED BREEZEWAY (NEW): 224 • . FT. DETACHED GARAGE (NEW): 1,240 Q. FT. STRUCTURE COVERAGE (EXIST +NEUJ): 3,283 Q. FT. STRUCTURE COVERAGE %: 15.82% ALLOWABLE STRUCTURE COVERAGE %: 35.00% PROPOSED NEW GARAGE (ROOF DOWNSPOUTS TO SPLASHBLOCKS (TYP UNO) / EXIST CVR'D PORCH • oo, EXISTING RESIDENCE (1,539 sf) BENCHMARK EL =0-0" EXIST DECK 0 ' O ' / / / / / / / • GYP o� /49 J�O / EXIST GARAGE TO BE DEMOLISHED /. / / // . / / / Site Plan ; 0111..1.1 10' 20' 40' l u =20' t • • S O ./ ^ \'�F ��0' \eq • • it REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 2 2009 City of Tukwila BUILDING DIVISIrni NOTE: ALL PROPERTY BOUNDARY INFORMATION PROVIDED BY KING COUNTY ASSESSORS OFFICE. CW DESIGN, INC. MAKES NO WARRANTIES, EXPRESSED OR IMPLIED, AS TO THE ACCURACY OF THE PROPERTY MEASUREMENTS AND /OR EXISTING RESIDENCE LOCATION. 1)09 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 adequar• 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 the Public Works utilities inspector.. Date: - By:. 6las 020 RECEIVED CITY OF TUKWILA JUL 17 2009 PERMIT CENTER Mg DESIGN, INC. www.cwdesign - inc.com P.O. Box 476 Renton, WA 98057 425- 271 -0082 (Office) 206 - 948 -7094 (Office) 425- 228 -8699 (Fax) REV. DATE 05/IS/m9 N CQ L co CD a) U Ca N 1 D U N a) LL CO 00 0) 0 00 0 o s cavo hopi qr4 oiKaai_„.; 7 LaG7��J.��� - Owo< Fv 0� &5 » 00 0 D . go K zozo a oo ° a ��, v�w qq S3 Q F W W o= o w g p tL I- to U W O �z W. - ULL w W oCLL' zzei mZ }y a��o f wzQ. wc 0, zzoz N�o Rzww°o woga Z�oz�Z��zJ u,QOOc �w�� 3 QR c o wZ 3U3 U WW F z W QQ racil UE �uoz o. if NO.: 07115 DRAWN BY: WJB / KRB DATE: MAY 18, 2009 SHEET: Al TYPICAL FLOOR PLAN NOTES 10 GARAGE PLATE HEIGHT (TYP UNO) EXTERIOR WALL CONSTRUCTION: - SIDING PER ELEVATIONS - MINIMUM I5° BUILDING PAPER (HOUSE WRAP) -WALL SHEATHING PER PLAN -2x6 1-IF°2 STUDS AT 16" o.c. -1/2" GWB INTERIOR WALL CONSTRUCTION: -1/2" GWB AT EACH SIDE -2x4 STUDS AT 16" o.c. PROVIDE MINIMUM I /2" GWB ON GARAGE SIDE OF WALLS THAT SUPPORT CEILINGS COMMON TO STORAGE ABOVE. USE MINIMUM 5/8" TYPE 'X' GWB ON GARAGE CEILING COMMON TO STORAGE ABOVE. ALL DOORS AND WINDOWS ARE MEASURED TO THE CENTER (UNO) SYMBOL LEGEND EFVTOS (80 CFM MIN) - , te e TYPICAL FOUNDATION NOTES PRESSURE TREATED MUD -SILL PER STRUCTURAL DRAWINGS CONCRETE FOOTINGS AND POSTS PER STRUCTURAL DRAWINGS ALL CONCRETE FOOTINGS ARE MEASURED TO THE CENTER ALL FASTENERS IN CONTACT WITH PRESSURE TREATED MATERIAL SHALL BE GALVANIZED SYMBOL LEGEND 1 CONCRETE FOOTING PER L _ STRUCTURAL DRAWINGS — — — CONTINUOUS CONCRETE FOOTING PER STRUCTURAL DRAWINGS AND CONCRETE FOOTING STEM WALL PER STRUCTURAL DRAWINGS • 8 5 4' -5 1/2" I8' -10 I /2" EDGE OF GARAGE SLAB 9' -3 "RO N LI J.fi i 4' -6 1/2" 31 ' -4 1/2 INSULATE AREA BELOW SLAB W/ R - RIGID INSULATION AT BATH AREA ONLY THICKENED FOOTING PER STRUCTURAL DRAWINGS GARAGE 4" CONC. SLAB o/ 4" GRANULAR FILL o/ 6 MIL vAPOR BARRIER SLOPE 2% TO OVERHEAD GARAGE DOORS 1' - -1 " 31' -0" SCALE: I /4" =1' - 0" THICKEN SLAB EDGE TO 12" AT GARAGE DOOR OPENING BLOCKCUT FOR DOOR THICKEN SLAB EDGE TO 12" AT GARAGE DOOR OPENING EDGE OF GARAGE SLAB I1' -3" RO OUNflAT I ON FLAN 24 "x24 "xl0 "THK CONC FTG W/ (2) N4 EACH WAY W /C1366 COL BASE (TYP AT EACH COL TO EXISTING RESIDENCE) EDGE OF GARAGE SLAB 9' -3" RO 16 12' -2 3/4" 2' -10 1/2" RO 1 L 4' -5 1/2" • J 1 1 1 1 J ' 05/14/08 GARAGE (INCL BATH 4 STAIRS) 1 , 240 SF STORAGE 260 SF INSUL R -2I INSUL ill 11 11 -1111 11 II Ih II 11� -,11 11 X11 -II =11 11=11 11-11 11- 11.=11 II-7I II- �� 11 Non II' 11�� � �I�II -;11- �� ICI 11=11 11 ' i i ii -41 1 SATI1 SECTION R -2I INSUL ___j - - - , , R -I0 ID N N 48"x36" LANDING kA\rrvmAl 414 Ly.W Ky 1 wall ��nk2 W(41 i tt■4n1a}1 wA 3 UP RIS RS 4' -1" S' -10 1/2" 8" HIGH METAL WH STAND r 9 S 01-ID 5' -9 1/2" 6' -3' L LINE 9' -0" 1 3I' -0" LINE OF BEAM AB 60 "x36" LANDING 2 GARAGE CONC SLAB N eft NO PORTION OF THIS BUILDING SHALL BE LSED AS A LIVING SPACE r OF WA _L ABOVE I' -10" 31 SCALE: 1/4".1 PT 6x6 COL AT 12' OC TO EXISTING RESIDENCE 0 S 1 OHD J 11' -0" GARAGE PLAN 9 0 8 OHD I1'ISULATE BATH CEILING WITH R -30 BATT INSUL FUTURE - S - 1141 (ROUG PLUMB) PIPES FO FUTURE SINK THAT EXTEND OUT FRO WALL SHALL BE INSULATED (MIN R2. INSULATE ALL WALLS SURROUNDING BATH WITH R -21 BATT AND PROVIDE A CADET WALL HEATER AT BATH FOR HEAT SOURCE ?tt4,tv4ift¼'\ 1,1 b'- t/V � < <A 01 yte4 1061 k(/`c cjit\V, +V r v.kt v' Q rn L „tIU� P 1 3' -0” 4' -Z" REVIEWED FOR CODE COMPLIAN APPROVED JUL 2 2 2009 City of Tukwila 3 uILDING DIVISION e e - 1.1celtt the skid S vela o1Gc wit( dn iar Or old loft e ti aho( GGlc, 11 b69-- ozd RECEIVED CITY OF TUKWILA JUL 1' 2009 PERMIT CENTER c W DESIGN, INC. www.cwdesign- inc.com P.O. Box 476 Renton, WA 98057 425- 271 -0082 (Office) 206 - 948 -7094 (Office) 425- 228 -8699 (Fax) REV. DATE N C6 co -o (1) cu 0 1 a) - 0 U CCf U LL 00 00 VJ 0 0) as PROJECT NO.: 01115 DRAWN BY: WJB / KRB DATE: JULY 11, 2009 SHEET: A2 TYPICAL ROOF NOTES U.N.OJ ROOF DESIGN LOAD LIVE LOAD - 25 PSF DEAD LOAD - 15 PSF ARCHITECTURAL COMP ROOF 18" EAVE OH (TYP UNO) 18" GABLE OH (TYP UNO) SYMBOL LEGEND - SIDING PER ELEVATIONS - MINIMUM 15" BUILDING PAPER (HOUSE WRAP) -WALL SHEATHING PER PLAN -2x6 WP2 STUDS AT 16" o c. -R -2I INSULATION -- , OA 8 :12 ROOF SLOPE 2x12 RAFTERS AT 24" OC — - — (TYP UNO) _ _ _ BEAM /HDR PER STRUCTURAL DRAWINGS ---- -- EAVE 4 GUTTER SYMBOL LEGEND Pr 9x9 ROOF JACK EFVTOS (S0 CFM MN) TYPICAL FLOOR PLAN NOTES UPPER FLOOR PLATE 1-1E IC '-1T VARIES - REFER TO ELEVATIONS (TYP UNO) EXTERIOR WALL CONSTRUCTION. - SIDING PER ELEVATIONS - MINIMUM 15" BUILDING PAPER (HOUSE WRAP) -WALL SHEATHING PER PLAN -2x6 WP2 STUDS AT 16" o c. -R -2I INSULATION -- , OA -1/2" GWB - INTERIOR WALL CONSTRUCTION: -1/2" GWB AT EACH SIDE -2x4 STUDS AT 16" o.c. ALL DOORS AND WINDOWS ARE MEASURED TO THE CENTER (UNO) SYMBOL LEGEND ® 110 v. INTERCONNECT WITH BATTERY SD BACKUP EFVTOS (S0 CFM MN) 6' -5 1/2" 3 SCALE: 1/4":1 31' -0" 16,'-1 1/2" m 4 PX SG RAKE WALL STORAGE RAKE WALL STORAGE SHELF 5 4 RISERS 12'- DN IS 0 11 31' -0" 1=X STORAGE PLAN 6 1 -0 " ° SD 1' -11 1/2" 6' -5 1/2" w z 1 w z 1 ATTIC VENTILATION REQUIRED: I523/ 300 = 5.08 SQ. FT. PROVIDED: (8) 9x9 ROOF JACKS • 6,48 x .15 _ 486 SQ. IN. NET CLR. PROVIDED: (35) VENT BLOCKS • 33 = 250 SQ. IN. NET CLR. TOTAL VENTILATION PROVIDED - 73rD SQ. IN. (132 SQ. IN. REQ'D.) x .15 L — TYP BEAM AT BREEZEWAY TO EXISTING RESIDENCE 1 ---1- — I tit' - - c —I- — —I- — L J ROOD PLAN SCALE: 1/4"=1 2x6 RAFTERS 0/ 2x6 CLG JSTS AT 24" OC (TYP AT COVERED BREEZEWAY TO EXISTING RESIDENCE) J REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 2 2009 City of Tukwila BUILDING DIVISION t O°OZ 0 RECEIVED CITY OF TUKWILA JUL 1 '7 2009 PERMIT CENTER c W DESIGN, INC. www.cwdesign - inc.com P.O. Box 476 Renton, WA 98057 425- 271 -0082 (Office) 206 - 948 -7094 (Office) 425- 228 -8699 (Fax) REV. DATE a) Ca co V a) U (Cf N 1 U N .7 CO a) LC) Ln CV M M co CO 0) 0 cn co co 0 P0_oF Hz0o %mod z In- ~ z a te pW p � - F- ot UWOQ FWa2Y.8 QN aa Q QQ U`OZ OO 2K u..I ,zoo u- a- viw g o =02 orwpwzF i. n `" � ❑ Inca �'L Lz�za g �w 02 IcE° N a I� w (75R8 2- °vo U° °�a O O ryC Z Q s 0�2 ZZRYOWW�O� z OO d'tnp 00LL2 UO M62=UO. (PROJECT NO.: 01115 DRAWN BY: UJJ B / KRB DATE: MAY 13, 2008 SHEET: A3 , • STORAGE SUBFLR • GARAGE PL HT • GARAGE TOCW 2x10 TRIM UJ/ 'Z' FLASHING STORAGE SUBFLR COVERED BREEZEWAY EXTEND TO EXISTING RESIDENCE COMP ROOF SCALE: 1/4" 01' -0" n SUILrisING SECTION 'A —A' SOUTHINEST ELEVATION SCALE: 1/4" = I' -0" NORTHWEST ELEVATION SCALE. 1/4 I 0 2x10 TRIM W/ 'Z' FLASHING 1 1111 1 °II l -f ll l � I:1 1 11 1 1 I II I IL I I I:n f -,11 71 II II I f lI jjl I LL = =mil I =1 11 =11 11 =1I I =1,I �I1' = =11 11 11 11- �I =11 =11 11= 11 11., II 1 :III h II II' —11= : .11 =11 =11= 11�II�IIf =11= — .11- =1T =11 •: r w=1 =1 1_1`'11 �i c• ;11 11=11 11 -11— . p_�.., 11 2x10 TRIM W/ 'Z' FLASHING EXISTING GRADE 5/4x6 CORNER TRIM (TYP UNO) - GARAGE PL HT y 4_ GARAGE TOCW S STORAGE PLR EXTR WALL Ht (12" HIGH PONY WALL) 2x12 TRIM W/ 'Z' FLASHING STORAGE SUBFLR EXISTING GRADE EXISTING GRADE REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 2 2009 City of Tukwila BUILDING DIIIIQInm I" HORIZONTAL LAP SIDING (TYP UNO) ARAGE PL 14T GARAGE (tARAGE FL HT 2x12 TRIM W/ 'Z' FLASHING 5/4x6 CORNER TRIM (TYP UNO) ARAGE TOCW 2x10 TRIM W/ 'Z' FLASHING EXISTING GRADE SCALE: I /4" =1' -0" COMP ROOF 2x10 TRIM W/ 'Z' FLASHING COMP ROOF 2x8 TRIM W/ 'Z' FLASHING NORTHEAST ELEVATION 2x12 TRIM W/ 'Z' FLASHING 2x8 TRIM UJ/ 'Z' FLASHING SOUTHEAST ELEVATION SCALE: I /4" =1' -0" — �U I LO I NG SECTION 'E3 -13' SCALE: I /4" =1' -0" STORAGE SUBFLR TYP WDW TRIM 2x8 TOP TRIM 5/4x6 SIDE TRIM 5/4x4 BEVELED FLAT SILL TRIM 5/4x6 BOTTOM TRIM 2x10 TRIM W/ 'Z' FLASHING COVERED BREEZEWAY EXTEND TO EXISTING RESIDENCE GARAGE STORAGE F , IIKII =11 • IIKII= IIKII =I '• '•• "r ' 11= �iirn a * I II II =11 i•-�Awn iI =IFI 11Awnom .... .:yo.'r: ^i'r:.. .Loy iL .:..- ... ., :� : �y a�...- ,..�.: - •_:::••: ••�' • 11 11 "'11= 11 "II = II 111E-HPIl =1 11 =11 II— I mn n. a "x-11 ur-" . `•••- •`•••- •`•••••`•••.t.: ' II II II =11 11 =11 -11 =11 II =11x•11 =III— �II� IIII�II IIF�II II�II T II�II II�n "n' 71 "n" 1171k�IIKU�IIF.nF11Fn. n .nF ,`.;:: ik 1 W=11=1 — 1 =II 11 -11 II=11 11 -11 11= 1 =11I1 II.� II II STORAGE SUBFLR tJ 9- RECEIVED CITY OF TUKWILA JUL 17 2009 PERMIT CENTER c W DESIGN, INC. www.cwdesign - inc.com P.O. Box 476 Renton, WA 98057 425- 271 -0082 (Office) 206 - 948 -7094 (Office) 425- 228 -8699 (Fax) REV. DATE 05/18/09 N N u_ om 02 1.4 Ed k4 P IcT.0 MM m z >z.0 . ZU O v ;aU 86.4 � o P OO MP W oowf . �c6 uJU ZOWUW� ,K p2OXx7d mom r „�aFo zzoZm li H o illi 2110o, mc2ww W pU tO 0 oW N V O OO } Z ViO 0DZ WiI- LZOZj PROJECT NO.: 07115 AWN 1': DR B WJB / KRIS DATE: MAY 15, 2009 SHEET: A4 1x3" TRIM 5/4x8" TRIM 2x4 LOOKOUT 2x6 RAKE WALL CONSTRUCTION EXTERIOR WALL SHEATHING PER STRUCTURAL SHEETS — 2x6 EXTERIOR WALL CONSTRUCTION (TYP U.N.O.) MINIMUM 15"` BUILDING PAPER OVER SWIG. 2x6 EXTERIOR WALL CONSTRUCTION (TYP UN.O.) EXTERIOR WALL SHEATHING PER STRUCTURAL SHEETS — EXTERIOR SIDING PER ELEVATIONS Z I E EXISTING GRADE _ FOUNDATION PER STRUCTURAL SHEETS ROOF SHEATHING PER STRUCTURAL SHEETS - -I II A • ° J 6 :. 4 X FLOOR PER S SHEET 1/2" GYPS AT WALLS 4" b • . a° 4 - 5/8" GYPSUM WALL BOARD AT CEILING (UNDERSIDE OF TRUSSES) 1/2" GYPSUM WALL BOARD AT WALLS (TYP U.N.O.) 1/2" GYPSUM WALL BOARD AT CEILING (UNDERSIDE OF FLOOR JOISTS TYP UN.O.) i SLAB -ON -GRADE E PER STRUCTURAL SHEETS SHEATHING RUCTURAL UM WALL BOARD (TYP U.N.O.) CONTINUOUS GUTTER INSULATION BAFFLE TO MAINTAIN 1" AIR SPACE OVER INSULATION TO EAVE VENTING 5/4x8" FASCIA BOARD 2x6 EXTERIOR WALL CONSTRUCTION (TYP UN.O.) MINIMUM 15* BUILDING PAPER OVER SHT'G. 2x6 EXTERIOR WALL CONSTRUCTION (TYP UN.O.) EXTERIOR WALL SHEATHIN PER STRUCTURAL SHEETS — EXTERIOR SIDING PER ELEVATIONS EXISTING GRADE = -I I- ,1I, II 1 1 - I = 111 FOUNDATION PER � 1= STRUCTURAL SHEETS ROOF SHEATHING PER STRUCTURAL SHEETS ><1 FLOOR STRUCT II III - 1 a 5/8" GYPSUM WALL BOARD AT WALLS (TYP UN.O.) • . 44. 4 4 . 4 5/8" GYPSUM WALL BOARD AT CEILING (UNDERSIDE OF ROOF FRAMING) 1/2" GYPSUM WALL BOARD AT WALLS (TYP UN.O.) \--S/8" GYPSUM WALL BOARD AT CEILING (UNDERSIDE OF FLOOR JOISTS TYP UN.O.) SLAB -ON -GRADE PER STRUCTURAL SHEETS 4 SHEATHING PER URAL SHEETS NOSING MIN 3/4 ", MAX 1 1/4" REQUIRED ON STAIRS WITH SOLID RISERS FLOOR JOISTS DOUBLE JOIST OR BEAM (3) 2x12 HF*2 STRINGERS AT STAIR FRAMING. PROVIDE 5/8" TYPE 'X' G.W.B. AT ALL USEABLE SPACE BELOW STAIRS. SLAB -ON -GRADE STAIR CONSTRUCTION SCALE: 3/4"=r-0" REVIEWED FOR CODE COMPLIANCE A PPROVED J UL 2 2 2009 C ity of Tukwila BUILDING DIVISION HANDGRIP PORTION OF HANDRAILS SHALL NOT BE LESS THAN 1 1/4" OR MORE THAN 2" IN CROSS - SECTIONAL DIMENSION. STAIRWAYS: - HEADROOM MIN 6' -8" (SPIRAL 6' -6 ") -MIN STAIRWAY WIDTH ABOVE HANDRAIL 36" - ILLUMINATION REQUIRED FOR STAIRS AND LANDINGS - EXTERIOR STAIR LIGHTING AT TOP. LANDING, CONTROL INSIDE DWELLING • - INTERIOR STAIR LIGHT CONTROL TOP AND BOTTOM OF STAIRS (WITH 6 OR MORE RISERS) - MIN STAIR AND LANDING WIDTH 36 INCHES (30ii INCH CLEAR IF 1 HANDRAIL, 21 INCHES CLEAR IF 2 HANDRAILS) - MAX RISER HEIGHT 1 INCHES - MIN TREAD DEPTH 10 INCHES -MIN RISER HEIGHT 4 INCHES -RISER OR TREAD MAX DIFFERENTIAL 3 4" INCHES - WINDERS -TREAD MIN 6 INCHES AT INNER EDGE - WINDER MIN 10 INCHES TREAD DEPTH WITHIN 12 INCHES FROM INSIDE - NOSING NOT REQUIRED ON STAIRS WITH TREADS GREATER THAN OR EQUAL TO II INCHES - ACCESSIBLE SPACE BELOW STAIRS REQUIRES Y" GYPSUM BOARD (1 -HR CONSTRUCTION) (1%yo 2s) RECEIVED CITY OF TUKWILA JUL .17 2009 PERMIT CENTER HANDRAILS: - GRIPPABLE RAIL REQUIRED IF 4 OR MORE RISERS - HANDRAIL HEIGHT MIN 34" AND MAX 38" -MAX PROJECTION INTO STAIRWAY 15 4 1/2" - ENDS SHALL RETURN TO WALL OR NEWEL POST OR VOLUTE - HANDRAIL TO BE CONSTRUCTED TO RESIST 200 POUND POINT LOAD IN ANY DIRECTION - HANDRAIL ON OPEN SIDE OF STAIRS MUST NOT ALLOW 4 INCH SPHERE TO P,455 THROUGH -OPEN RISERS, NO OPENING GREATER THAN 4 INCHES EXCEPT 6 INCHES ALLOWED AT TREAD /RIDER/RAIL TRIANGLE GUARDRAILS: - REQUIRED FOR ANY WALLOFF GREATER THAN 30 INCHES ABOVE FLOOR OR GRADE . - SCREENED PORCHES REQUIRE GUARDRAILS IF WALLOFF GREATER THAN 30 INCHES - (MINIMUM HEIGHT 42 INCHES IN MULTI - FAMILY) OR MINIMUM 36 INCHES IF ONLY ACCESSIBLE FROM ONE UNIT (34 INCHES IF STAIR HANDRAIL) - MAXIMUM OPENING LESS THAN 4 INCHES EXCEPT 6 INCHES ALLOWED AT TREAD /RISER/RAIL TRIANGLE -OPEN RISERS ON STAIRS MUST NOT ALLOW 4 INCH SPHERE TO PASS THROUGH - GUARDRAIL TO BE CONSTRUCTED TO RESIST 200 POUND POINT LOAD IN ANY DIRECTION c W DESIGN, INC. www.cwdesign - inc.com P.O. Box 476 Renton, WA 98057 425- 271 -0082 (Office) 206 - 948 -7094 (Office) 425- 228 -8699 (Fax) DATE 05/18/09 01/1-1/09 CD cp 0) 0 V cD CD 1 cD U : U .t. LL 0 110 444 a �z Z O Etna w Ms). �-vi -0Hs ��wo¢ FaiMW E Wi2g M4igilcuti - o no w8a �uOLTA �O aww o =oG�ooW� W LU O L'7 1 i=Z wovai�o FoWoz -m z w oo_ • F 1 m aF =o zzZO.� ~ m om ° ou �oF 2 oZ wo z ca B � O ( O 1� t HEOf n y to in >00 xx �}} KV W EliAm"V WQ�jF�-1- oWsV1FFFZ -- UDNF-OZOZ'U. ( PROJECT NO.: 01115 DRAWN BY: WAS / KRB DATE: JULY 11, 2009 SI-4EET: A5 SHEAR WALL SCHEDULE Shear Wall Designation Li Nail Spacing 4,LLOWABLIZ SHEAR Hem -Fir #2 . #/Ft • Edges Studs • TopBtm. Plate . Blocking Req'd. P1-6 8d 6" .. 12" 6" Yea 210 P1-4 8d 4" 12" 4" Yes 310 P1 -3 8d 3" 12" 3" .•' Yes.. ; 400 • P1 -2 8d 2" 12" 2" Yea f 525. P2 -3 8d i 3" 12" 3" Ycs 800 P2 -2 8d 2" 12" 3" • . Yes 1050 r- CODE: DESIGN IS IN ACCORDANCE WITH THE 2006 INTERNATIONAL BUILDING CODE (I.B.C.) AS AMENDED BY THB LOCAL BUILDING DEPARTMENT. JIVE LOADS: ROOF 25 PSF FLOOR 40 PSF DECKS 60 PSF LATERAL WIND SEISMIC SITE CLASS "D" STRUCTURAL NOTES EXPOSURE B; 85 MPH POUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 2000 PSF. ALL EXTERIOR FOOTINGS SNAIL EXTEND A MINIMUM OF 1' -6" BELOW ADJACENT EXTERIOR FINISHED GRADE. CAST -IN -PLACE CONCRETE: Fe = 2,500 PSI ® 28 DAYS. MINIMUM 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6-3/4 GALLONS OF WATER PER 944i SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1 -1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER UNLESS NOTED OTHERWISE ON THE PLANS. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 12 INCHES OF EACH END OF THE SILL PLATE. FOUNDATION WALLS ENCLOSING A BASEMENT BELOW FINISHED GRADE SHALL BE WATER PROOFED PER ARCHITECTURAL SPECIFICATIONS. HOT DIPPED GALVANIZED FASTENERS SHALL CONFORM WITH ASTM STANDARD 153 AND HOT DIPPED GALVANIZED CONNNECTORS SHOULD CONFORM TO ASTM A653, CLASS G-185. STAINLESS STEEL FASTENERS AND CONNECTORS SHOULD BE TYPE 304 OR 316. SIMPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIRMENTS ARE ZMAX(HOT DIPPED GALVANIZED) AND SST300 (STAINLESS STEEL). REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM GRADE 40 FOR #5 AND SMALLER AND GRADE 60 FOR #6 AND LARGER ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (1' -7" MINIMUM). CORNER BARS (2' -0" BEND) SHALL BE PROVIDED FOR. ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED. ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS #5 BAR AND SMALLER CONCRETE NOT EXPOSED TO EARTH OR WEATHER: #14 AND #18 BARS #1 I BAR AND SMALLER SLAB -ON -GRADE (FROM TOP SURFACE) 2X FLOOR & ROOF JOIST 4X BEAMS 6X BEAMS 3 INCHES 2 INCHES 1 -1/2 INCHES 1 -1/2 INCHES 3/4 INCH 1 -1/2 INCHES STRUCTURAL STEEL: STEEL SHALL BE DETAILED, FABRICATED AND ERECTED 114 ACCORDANCE WITH THE ALS.C. SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS (8TH EDITION). STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM DESIGNATION A-36 UNLESS NOTED OTHERWISE. SQUARE AND RECTANGULAR STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM DESIGNATION A500, GRADE B. STEEL PIPE SHALL CONFORM TO THE ASTM DESIGNATION A53, TYPE E OR S, GRADE B (Fy = 46,000 PSI). WELDING SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE LAWS. ALL WELDING SHALL BE CERTIFIED BY WELDERS (W.AB.O.OR EQUAL) USING E60 OR E70 ELECTRODES. SHOP DRAWINGS OF ALL STRUCTURAL STEEL WORK SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. ALL STEEL MEMBERS SHALL BE GIVEN ONE SHOP COAT OF APPROVED PRIMER. SURFACES TO BE EMBEDDED IN CONCRETE, FIREPROOFED OR FIELD WELDED SHALL NOT BE PRIMED. ALL BOLTS SHALL BE A325 UNLESS NOTED OTHERWISE. ALL ANCHOR BOLTS SHALL BE ASTM A307. COLUMN ANCHOR BOLTS SHALL BE FURNISHED WITH 2 NUTS AND 2 WASHERS EACH BOLT UNLESS NOTED OTHERWISE. 4120TURAi, TIMBER: ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: HEM -FIR #2 Fb=850 PSI DOUG-FIR/LARCH #2--Fb= 875 PSI DOUG _ #2 - -Fc =875 PSI Shear Wall Notes: 1. P1 - 7/16 A.E rated Plywood or Orientated Strand Board (O.S.B.) on one side of walla P2 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on each side of wall. 2. For P1 -3, P1 -2 & P2 -2 shear walls use 3x studs at adjoining.panel edges. At mudsills !milling shall be staggered per footnote (I) of I.B.C. table 2306.4.1 • '• 3. Nails shall be 8d common. (d ¢ .131 inch) • 4. Where plywood is installed on both sides of wall plywood Joints shall fall on separate suds each side. 5. All panel edges backed with 2 -inch nominal or wider flaming unless noted otherwise. Tristan panels either horizontally or vertically for plywood or A.P.A. rated sheathing, gypsum shear walls shall be installed viith the sheets' running horizontally. Space nails ® 12 inches on center ® intermediate suppot'ts. ' 6. All anchor bolts shall be installed with galvanized plate washers. Refer to plan for size. , 7. Refer to foundation plan for anchor bolt size, spacing and mudsill/rim connections. . sTucrusAL NOTES 4 SHEA'4ALL. SCHEDULE COLUMNS DOUG-FIR/LARCH #I- ---Fb= 1000 PSI LUMBER NOT NOTED HEM -FIR #2 Fb =850 PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH I.R.C. 602.3(1) AND R802.10 OR I.B.C. TABLE 2304.9.1 ALL BOLTS, WASHERS, NAILS, SCREWS, HANGERS AND FRAMING STRAPS THAT COME INTO CONTACT WITH ACQ TREATED LUMBER SHALL BE STAINLESS STEEL OR HOT - DIPPED GALVANIZED STEEL. FLOOR SHEATHING: SHEATHING SHALL BE 3/4 INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 4 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. INSTALL PLYWOOD CLIP AT 48 INCHES ON CENTER. WALL SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A: RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLUED - LAMINATED TEVIBER LAMINATED TIMBER SHALL BE DOUGLAS- FIR/LARCH KILN DRIED STRESS GRADE COMBINATION 24F -V4 (Fb =2400 PSI, Fv -165 PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS BEAMS. AI.T.C. CERTIFICATE OF CONFORMANCE REQUIRED. GLU -LAMS SHALL CONFORM TO AI.T.C. STANDARDS 117. FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. FLOOR FRAMWG: PROVIDE FULL DEPTH BLOCIOTNG FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS AT 6 INCHES ON CENTER BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 DOUGLAS - FIR/LARCH 112 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE. ALL COLUMNS NOT CALLED OUT ON THE . PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER wax 16d NAILS AT 12 INCHES ON CENTER PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2-16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER LAP AND FACE NAIL PLATES WITH 2 -16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. FACE NAIL BOTTOM PLATE TO WITH 2 -16d NAILS. PRE - MANUFACTURED FLOOR JOIST: JOIST SHALL BE MANUFACTURED IN.A PLANT APPROVED FOR FABRICATION BY THE BUILDING DEPARTMENT AND UNDER THE SUPERVISION OF AN APPROVED THIRD PARTY INSPECTION AGENCY. EACH JOIST SHALL BE IDENTIFIED BY A STAMP INDICATING THE JOIST TYPE, CABO NER REPORT NUMBER, MANUFACTURERS NAME, PLANT NUMBER AND THE INDEPENDENT INSPECTION AGENCY LOGO AND EVALUATION REPORT NUMBER J.'RE- MANUFACTURED ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS- FIR/LARCH OR HEM -FIR TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER ALL TRUSS PLATES AND CONNECTORS SHALL BE I.C.B.O. APPROVED VERIFY MECHANICAL UNIT LOADS AND LOCATIONS WITH SUPPLIER AND FURNISH ADDITIONAL TRUSSES AS REQUIRED. SUBMIT TRUSS SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. ,SPECIAL CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. • 1 • ECTIQN . ECTION SECTIQN • ` '4 1. w 4" i-iae = 1 511 11=. 4 L •- 6 ti 91 4.111.1144 I tiG'ri 11 I E; i Wis- i 1g' S ; ; 1 r*' 4" j•" 16 0' 044 V' ;4 : it Sk44a- INALL p -A,--1 0,4J_ 5, 06.7 • •� -v v, ..c..�� Q11 -1 1111 =1 ►��►►�— Bbl } - - - - -- lei at_ reA1-1 /t 'I I ''AA,, H ( �2 )4 ci r4 4 7412' /A44111- , • REVIEWED FOR CODE COMPLIANCE : APPROVED JUL 2 2 2009 City of Tukwila F3111 IMIC DIVISION 2 4 SECTION e • ( )441/1 , 4"40.,*: 91w-1I 11 PAL. '1Et>_ t To, Do SECITICM • 0c Gcgd it 4A,i. Goa !CTIQM J • ■ r ..1 l'1iitrid 1 4 1 M4 TO 6i00- L TP 1 IeAT4 A To arlJ • WAI I . 3'aa To er 4 ?&ettiolt w.4;4411')-1 r l4 pw 1 w/(W 1(.04- eliugo.4o ' 'GW 7412 ",►49I . �' 1 i ' Tg •'J 1,4 aG17.11 :. Rt» V . *AII ai e-1t1 11.11; ►•1{.. 4}'•x A).4.)1 S1 �3,� %4 t A44- V4LI. RECEIVED CITY OF TUKWILA JUL 1 7 2009 PERMIT CENTER CYIC EsIEIN, INC. www.cwdesign- inc.com P.O. Box 476 Renton, WA 98057- 425- 271.0082 (Office) 206-948-7094 (Office) 425- 228 -8699 (Fax) REV. DATE n a c > L- . -- Lc, cn as C M c a) 7. 0 • 1 . LL 4 1 - g! g er 00 00 0) Ng r 41 Y i d9gMqg Elp3htsri *TIM! 1004 agah PROJECT NO.: • 07115 DRAWN BY: WJB / KRB DATE: ' MAY 13, 2008 SHEET: S1 I SECTION C 2 C.° 2,,4 a4r-gv.4K. Aa ►,14` e 4,� ( r ) k60c41 4IL (J oG SECTION ,, �iL f•24 544, gArii 4e. il L I � if .e a 0 A 5 e 1.24.• �2 5 WALL: . . MN MIMNIMINNINI A5e24'g I='kLL.. 144-144i grp.Lio, 54 WALL IEAJ ♦ -- Ia4Pr . • r. r- ...r.•m.a.r.• • , r∎ - - -.' .....- ..r.r rr111MwwNIN . Ca, L. ay_ te- 6W7 go- ft Ab-il 8 l es N 1. !CTIQN 12 SECTION Sr - 4.4►1 NOT USED eia- rCQll Pedal YaAa Sit v/ _ 4 / . a 4. 7 rr 4,44 WLb.wf fi .J 2 I t xT- tg1,t.T5. 24 fA4 aio1/41 2 4J61 A il00 '2>z V.Arry4e- irj �i� i L HA iL W SECTIOM 13 SECTION NOT USE Akt f A4 1 1 • PPP' Cli A g-tr t 1 , rtit-1 2 0L- r'44 • V1 jArI • io 14 2 61. SCTION r AJ SEC'TIQN • 1 1 1 NNW/ r T f?- *AV- IS NOT USED G.4'z • 1 p oc)ox.o �'�✓^ 30� rad. A35 ; A24. G tpkiAL 1 , 2,5 et gAo Fri • G 240 ,•L alcAc PA 0 ,1 41.'1 M E WED FOR C ODE COMPLIA JUL 2 2 2009 City of Tukwila BUILDING DIVriginA1 2, 2� RAfTLicr f� AIL -Tip -� ;p1 6r.A4 rtg. r � 1EXPIAES:.. 0 RECEIVED CITY OF TUKWILA JUL 17 2009 PERMIT CENTER _A 5 SECTION CYII DEsieN. INC. www.cwdesign - inc.com P.O. Box 476 Renton, WA 98057 - 425- 271 -0082 (Office) 206- 948 -7094 (Office) • 425- 228 -8699 (Fax) REV. . IRATE co 0) cf - co c + > 0 a) < n .� v 4 p, liiip 1 1114 1111 d1111 ill 4/10011 giVx gor egg IgIsIthii 11/11 11;11;1111 :110, la sk PROJECT NO.: 07115 DRAWN BY: . WJB /KRB DATE: MAY 13, 2008 SHEET: S2 TYPICAL FOUNDATION NOTES PRESSURE TREATED MUD -SILL PER STRUCTURAL DRAWINGS CONCRETE FOOTINGS AND POSTS PER STRUCTURAL DRAWINGS ALL CONCRETE FOOTINGS ARE MEASURED TO THE CENTER ALL FASTENERS IN CONTACT WITH PRESSURE TREATED MATERIAL SHALL BE GALVANIZED SYMBOL LEGEND 1 I CONCRETE FOOTING PER L _1 STRUCTURAL DRAWINGS CONTINUOUS CONCRETE FOOTING _ _ _ PER STRUCTURAL DRAWINGS ;, ;. ._ . CONCRETE FOOTING AND STEM WALL PER STRUCTURAL DRAWINGS _ v • MUD -SILL PT 3x6 w/ 3 /4 "diaxl2" ANCHOR BOLT AT 12" w/ GALV. 3 "x3 "xI /4" PLATE WASHER (THIS WALL ONLY) s� / � s�� yQ ✓ L L f 36 "x36 "xl2 "DP CONC FTG W/ (3) "4 BARS EACH WAY • TYPICAL MUD -SILL PT 2x6 w/ 5 /S "diaxI0" ANCHOR BOLT AT 24" w/ GALV. 3 "x3 "xl /4 PLATE WASHER ("TYP UNO) ��;:` .a`;'.';'•`,�:': EDGE OF GARAGE SLAB FOR FOOT ING EDGE OF GARAGE SLAB REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS, FOUNDATION VENTS, ETC. ALL SECTION ARE TYPICAL AND SHOULD BE USED AT ALL SIMILAR LOCATIONS OUN TI PLAN SCALE: I/4 GARAGE 4" CONC. SLAB o/ 4" GRANULAR FILL o/ 6 MIL VAPOR. BARRIER SLOPE 2% TO OVERHEAD GARAGE DOORS THICKEN SLAB EDGE TO 12" AT GARAGE DOOR OPENING THICKEN SLAB EDGE TO 12" AT GARAGE DOOR OPENING 36 "x36 "xl2 "DP CONC FTG W/ (3) "4 BARS EACH WAY NEIF EDGE OF GARAGE SLAB 77777777 SIMPSON 6THDI4RJ HOLDOUJN w/ (38) 16d SINKERS r J J J ■ 4 di 0 04C) _1_J__L II 11 11 11 11 __L_L_ CODE COMPLIANCE APPROVED JUL 2 2 2009 City of Tukwila BUILDING DIVISioly MAIN LOOS SHEARJ/�IALL PLAN SCALE: 1/4".1'-0" IMM 11111,1M110 boc 010 RECEIVED CITY OF TUKWILA JUL 17 2009 PERMIT CENTER c `/\r DESIGN, INC. www.cwdesign- inc.com P.O. Box 476 Renton, WA 98057 425- 271 -0082 (Office) 206- 948 -7094 (Office) 425- 228 -8699 (Fax) REV. DATE LL 00 00 cD O CO IC CO LC) M M C� 0 : !!!! 3 u � ; � ( � 14026 ao>3stsq Z Td' ° Effi x U 00 � 2 U,..0. u.OZOUm (P ROJECT NO.: 07115 DRAWN BY: WJB / KRB DATE: MAY 13, 2008 SHEET: S3 FLOOR CONSTRUCTION (TYP UNO) ' FLOOR DESIGN LOAD LIVE LOAD - 40 PSF DEAD LOAD - 15 PSF 3/4" T4G PLYWOOD SUBFLOOR SYMBOL LEGEND NEW 2x12 FLOOR JOISTS AT 16" OC (TYP UNO) — I -I —I— SEAM PER PLAN — - - U210 HANGER PER PLAN i I - I- I- I- I I - I- I- I=MIME I- I- I- OPEN (NO JETS) ■ I_ I_ I_ I_ I_ I_ I_ OPEN (NO JSTS) • (2) 2x12 (2) 2x12 EQR- • v4" LZkvP I �Ic 4x12 MIN i I-- — j / e xl GLB LEGI TOP FLANGE "Pan GE (2) 2x12 W21x62 STEEL SEAM _ 1_ 1_ 1_ I_ 1_ 1_ 1_ 1_ 1_ 1 . , 1 . 1 1_ 1 I_ I_ I_ I (2) 2x12 OPEN (NO JSTS) 5)8 "x12" G>_5 , � 7 7 1 1, XI 4x10 c' (2) 2x12 I I • 5) GLIB I ,f UPPER PLOO AM I NG PLAN SCALE: I/4 " =1' -0" • - I I_ I_ I_ 1 1_ I_ I Mill OPEN (NO JSTS) OPEN (NO JSTS) .r, SI L G O( Y ofdo U e UPPER FLOOR SHEAR�ALL PLAN SCALE. 1/4 I REVIEWED Fa CODE COMPLIANCE APPROVED JUL 2 2 2009 City of Tukwila BUILDING DIVISION J RECEIVED CITY OF TUKINII-A JUL 1'7 2009 PERMIT CENTER www.cwdesign- inc.com P.O. Box 476 Renton, WA 98057 425- 271 -0082 (Office) 206 - 948 -7094 (Office) 425- 228 -8699 (Fax) REV. DATE . L (PROJECT NO.: 07115 DRAWN BY: WJB / KRB DATE: MAY 13, 2008 SHEET: S4} TYPICAL ROOF NOTES (U.N.O.) , ROOF DESIGN LOAD LIVE LOAD - 25 PSF DEAD LOAD - 15 PSF ARCHITECTURAL COMP ROOF 18" EAVE OH (TYP UNO) 18" GABLE 01-4 (TYP UNO) SYMBOL LEGEND 4(:] ROOF SLOPE PER STRUCTURAL DRAWINGS _ _ _ 2x12 RAFTERS AT 24" OC (TYP UNO) _ _ BEAM /HDR PER STRUCTURAL DRAWINGS ------ EAVE 4 GUTTER (2) x12 , + (2)12x12 n ui III DGE N 12 13 62 82 OR— _ I - 11=1 MEP SCALE: 1/4" = 1' -0" _ I I (2) 222 C CANT GL DG E (2) 2x12 I 4x6 KING POST DOWN TO GLB ROOT 1 AM I NG PLAN 14 S2 N\F k/2 7 r L I L REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 2 2009 City of Tukwila BUILDING DIVISION 4x10 DP *2 HDR (TYP UNO) bOc3t..O.1O RECEIVED CITY OF TUKWILA JUL 17 2009 PERMIT CENTER I C www.cwdesign - inc.com P.O. Box 476 Renton, WA 98057 425- 271 -0082 (Office) 206 - 948 -7094 (Office) 425- 228 -8699 (Fax) REV. DATE N Ct U /PROJECT NO.: 07115 DRAWN BY: WJB / KRB DATE: MAY 13, 2008 SHEET: S5