Loading...
HomeMy WebLinkAboutPermit D09-094 - MILLER RESIDENCE - GARAGEITATAFAR RESIDENCE 11803 44 AV S Parcel No.: 3347400565 Address: 11803 44 AV S TUKW Suite No: Tenant: Name: MILLER RESIDENCE Address: 11803 44TH AVE S , TUKVVILA WA Owner: Name: MILLER GARTH Z Address: 11803 44TH AVE S , TUKWILA WA 98178 Phone: Contact Person: Name: GARTH MILLER Address: 11803 44 AV S , TUKVVILA WA 98178 Phone: 206 399 -3520 Contractor: Name: OWNER AFFIDAVIT - GARTH Z MILLER Address: Phone: Contractor License No: doc: IBC -10/06 City *f 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 DEVELOPMENT PERMIT Permit Number: D09 -094 Issue Date: 09/04/2009 Permit Expires On: 03/03/2010 Value of Construction: $48,014.14 Fees Collected: $2,383.14 Type of Fire Protection: NONE International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 26 * * continued on next page ** Expiration Date: DESCRIPTION OF WORK: CONSTRUCTION OF 1102 SF DETATCHED GARAGE (2 - STORY, BOTTOM LEVEL GARAGE, TOP LEVEL TO BE STORAGE.) D09 -094 Printed: 09 -04 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City oPTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D09 -094 Issue Date: 09/04/2009 Permit Expires On: 03/03/2010 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: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: VI OM 10 I hereby certify that I have read and : ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied , whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development pe '\ rn Signature: . j/f4 Date& 6 TH /L C C Print Name: 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 D09 -094 Printed: 09 -04 -2009 Parcel No.: 3347400565 Address: 11803 44 AV S TUKW Suite No: Tenant: MILLER RESIDENCE 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 -094 Status: ISSUED Applied Date: 06/05/2009 Issue Date: 09/04/2009 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 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. 4: 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. 5: 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. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: All wood to remain in placed concrete shall be treated wood. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: 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. 13: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 14: Any material spilled onto any street shall be cleaned up immediately. 15: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. doc: Cond -10/06 D09 -094 Printed: 09 -04 -2009 • City of Tukwila 16: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. doc: Cond -10/06 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http, / /www.ci.tukwila.wa.us * *continued on next page ** D09 -094 Printed: 09 -04 -2009 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:�' �j� ML7 Print Name: • a 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 Are-7H 2 doc: Cond-10/06 D09 -094 Date: ordinances governing or local laws regulating Printed: 09 -04 -2009 SITE LOCATION CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htlp://www.ci.tuktyila.wa.us Tenant Name: &(l'4tT7h / /LL Name: C7'A RT rM l uL 6P— Building Permit No. Mechanical Permit No. Plumbing /Gas Permit Public Works Permit No. No. (For office 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 ** Site Address: / 1 80 3 't7�'t7rh,�V S, Property Owners Name: GI 1Q--7 H /1..) L, L-. Mailing Address: J1 ?O 3 7 `7 4t/5 CONTACT PERSON - who do we contact when your permit is ready to be issued °! Mailing Address: I c), (( k I" k'' S , City E -Mail Address: Fax Number: GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4), for Plumbing and Gas Piping (pg 5 King Co Assessor's Tax No.: 33'4 714o 0 5 6 , 5 0 5 Suite Number: Floor: New Tenant: ❑ Yes 12) ..No /M City aF LLlit.L) lam WA- %17g State Zip Day Telephone: 20 C 3(4 ci " 3 6 t,7)A- 7S173 State Zip Company Name: w N� Mailing Address: cit Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: State ARCHITECT OF RECORD -*II plans must be wet stamped by Architect of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: FaxNumber: Contact Person: E -Mail Address: HA Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh State Zip o1 -22 ENGINEER OF RECORD - All pla et stamped by .Engtneery of Zip Company Name: Mailing Address: City Day Telephone: Fax Number: Page 1 of 6 State Zip BUILDING PERMIT INFORMATION 206 -431 -3670 Will there be new rack storage? ❑ Yes Valuation of Project (contractor's bid price): $ nC` Existing Building Valuation: $ Scope of Work (please provide detailed information): , V.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below ls Floor 2' Floor 3`a Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck Existing Interior Remodel Addition to Existing Structure New Type of Type!. of Construction per Occupancy per IBC IBC V 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): 15 SC Floor area of principal dwelling: it G e Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ 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 II "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. H:\Applications\Forms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: ' Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and /or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 min) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 -431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and /or gas piping outlets being installed and the quantity below: H:\Applications\Forms- Applications On-Line \2009 Applications \1 -2009 Permit Application.doc Revised: 1 -2009 bh Page 5 of 6 Date Application Accepted: q t Date Application Expires: Staff Initials: .11110111111011/ PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Signature: Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OVER OR AUTHORIZED AGENT: Print Name: 01-) C/J.p &4,-TH / Lit, Mailing Address: /( q7) 3 97 -) tic E S . H:\Applications\Forms- Applications On Line\2009 Applications\ 1 -2009 - Permit Applicarion. doc Revised: 1 -2009 bh Date: Day Telephone:20 c, 39' 9 3 a; 9is/ 7'K City State Zip Page 6 of 6 Parcel No.: 3347400565 Address: 11803 44 AV S TUKW Suite No: Applicant: MILLER RESIDENCE Receipt No.: R09 -01391 Payee: GARTH Z MILLER TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA - Authorization No. 00303A ACCOUNT ITEM LIST: Description • 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 BUILDING - RES 000/322.100 STATE BUILDING SURCHARGE 640.237.114 RECEIPT 1,799.70 Account Code Current Pmts 1,795.20 4.50 Total: $1,799.70 Permit Number: D09 -094 Status: APPROVED Applied Date: 06/05/2009 Issue Date: Payment Amount: $1,799.70 Initials: JEM Payment Date: 09/04/2009 09:26 AM User ID: 1165 Balance: $0.00 PAYMENT RECEIVED doc: Receipt-06 Printed: 09 -04 -2009 Parcel No.: 3347400565 Address: 11803 44 AV S TUKW Suite No: Applicant: MILLER RESIDENCE Receipt No.: R09 - 00837 Initials: User ID: Payee: JEM 1165 GARTH Z MILLER TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA - Authorization No. 08738A 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 583.44 Account Code Current Pmts 000/345.830 583.44 Total: $583.44 Permit Number: D09 -094 Status: PENDING Applied Date: 06/05/2009 Issue Date: Payment Amount: $583.44 Payment Date: 06/05/2009 12:41 PM Balance: $1,799.70 PAYMENT RECEIVED doc: Receiot -06 Printed: 06 -05 -2009 Project: 0 i 1.- t.. ER cAr,F. Type of Inspectio : f-: iki t i 1 1 Address: Date Called: • • Special Instructions: ' . . . 0 /" ....'- „.. Date Wanted: 1 4 ' Requester: Phone No: Approved per applicable codes. SPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF BUILDING DIVISION r- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431=3670 Permit Inspection Request Line (206) 431-2451 ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Tr El Corrections required prior to approval. COMMENTS: 460 Aye---(e .11.•■■••■■ racc Pr f f l ' ( k C � eL 6 Type of Inspection: n & v , (4 �, /U h . CJ Address: < < £0 3 `rL ,k_ S Date Called: Special Instructions: • Date Wanted: --4 'r p.m. Requester: Phon '4 -311 - 3J 2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIr 0. CITY OF TUKWILA BUILDING DIVISION I�°,J/ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. COMMENTS: J 1 EJ (.A.n n q AAA-4 Inspe tor: Date: '4- $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: IDate: tar Corrections required prior to approval. Project: % I t G it a GE__ l Type rdt n A lj - w. 0 Address I txo3 ` 41AFs. Date Called: Special Instructions: / Date Wanted: �7 - 3 0 a.m. -(0 - Requester: Phone co-315 3s-zo INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. •; COMMENTS: Inspect ou--itt kit/ bL, 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: boat -034 COMMENTS: Type of Inspection: Date Called:s(e — r � (,jM1 st'esr r S A Special In tructions: 14404ra: c. fpoJ4. Requester: Phone No ,,76G - 39 - -35 ?U 0 Of' 1 tom-, r ; ( — i* MLAs r J ( - - , , 1 J/ !-, A <-- '7 ne u-JJ'-Q v& lid M! _ C.-A -A /ST t-k -i--s-ke ()p-et e!c LS IN? or Liv A- Project: Type of Inspection: Date Called:s(e — Address: //� g yt/ A Special In tructions: 14404ra: c. Date Wanted: - 7 - 23 - /v Requester: Phone No ,,76G - 39 - -35 ?U 1 Inspectc(r: Geiti INSPECTION RECORD Retain a copy with permit 0d5 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. // rat72 ( 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: Project: , ,1U� ∎ I i°.�' 6 Af k 7E, of Inspectior: LAa . ( C sJ ( . Address: 3 y � 1 " ( Date 44A-E- Card: h ' A 7 a ' Date t In Specllal ..7 Wanted: �7 L a.m.. �� / p.m. Requester: Pho 7 - 351 - - Approved per applicable codes. X 05 - a5i 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 Corrections required prior to approval. 7 COMMENTS S (, " b y c4c a � � v !., rc eA Inspe Date: 7 Z J ❑ $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: ---r\ AA fl f f r O J A-- �G , � �� AL ` J 5 J k A e .,,, j - 0. u- Address: 14 1 g ' 0 3 41 - S Date Called: /�-(l S h oey Special Instructions: )Li 1) A ( cc)x-- e tp,..,w_____,_ i et _ ______ - e . k T e r 1 3 T d ic--1 i 1 S1 e r r s i- '--x P ( e.�! D �4r• A - -( A v' U •1 L ,? 5k CA_ // AS /i eel a4 (- /1-/ ( , Z-- - ejk % . I Pro: , ,lip �G , � �� Ty of Inspection: I �, 4A-4., Ae v , r Address: 14 1 g ' 0 3 41 - S Date Called: /�-(l S h oey Special Instructions: )Li 1) 74 Date Wanted: ` -7 J _ 2 d /J Kp.m Requester: Phone C - 3tq -352A INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. 1 Receipt No.: INSPECTION RECORD Retain a copy with permit El $60.00 REINSPECTION FEE RE UIR D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. G/- PERMIT NO. (206)431 -3670 Corrections required prior to approval. I ns pe¢tor: Date: Date: Project: 7/ LIP. G ,4ir,4 - 4,.‘ Type of Inspection: F /A/ G Address: Ogg! e l i V Aiv S Date Called: Special Instructions: Date Wanted: a.m -- / — / O C:' :' . Requester: Phone No: co6 35'5 -3�zv COMMENTS: 9 c l' — ,v ,(, tri .-----/f , d r INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Doc -65y PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: 0.00 REINSPECTION FEE REQIJi ED. Pr} 6r to inspection, fee must be aid at 6300 Southcenter Blvd., Sui a 100 Call to schedule reinspection. Receipt No.: Date: Project: / Type of Inspection: Address: //cg 0 '2 5«4/ -9v S Date Called: Special Instructions: Date Wanted: a Requester: Phone No: ao4 -34'S - 3,520 • CITY OF TUKWILA BUILDING DIVISION INSPECTION RECORD Retain a copy with permit L - o5 ECTION NO. PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 - CO A spector: $60 3 REINSPECTION FEE RE UIRED. P or to inspection, fee must be pai o = t 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. Recei . No.: Date: Date: Approved per applicable codes. ❑ Corrections required prior to approval. Project: fiblif/ 64 6f Type of Inspection: Address: //8 03 /NAV S Date Called: Special Instructions: - Date Wanted: is /// a. • Requester: Phone No: a 3 qS 3520 INSPECTION RECORD Retain a copy with permit ION NO. PERMIT NO. CI OF TUKWILA BUILDING DIVISION t 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 1$4Approved per applicable codes. COMMENTS: Do - 69 Corrections required prior to approval. cr. .4x / J Ak'A 4;4_24/ Inspe o Date: /o 1, 0.00 RgINSPECT ' N FEE REQU ED. Prior to inspection, fee must be aid at 6300 Sout enter Blvd., uite 100. Call to schedule reinspection. R =ceipt No.: Date: Projec i f l ( J C' ` ,41..... itk ! Type of I pe (�� Address: r� ikc�3 4/ E,_ S Date Called: Special Instructions: 0 . t tI G . exert G- dt J iF Jpp.,:, -� -- b S 2 S•eteS ��: sls 2,e4 a," a.0 or 4i , d. to � L � g 0 1,` S �, a 15 Date Wanted - a.m. f a ©� ` p.m ` Requester: Phone e No: /,nC4 - 35AT - 3s w ) DDq 014 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 0 Approved per applicable codes. Corrections required prior to approval. A tio/JJ ( COMMENTS: ?ftr.13'1 or f t- — , 0 .011 A Insp clot: (Date: C/ .- 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: COMMENTS: Type of Ins�ectioq: 1 HI°1-1 4 6 ) / C/ /l�. le - 4,/ ,.o,/ ?h f) 1 /. u0 I •Al - 17i111 /,JVP/ , 0i• - 40e Instructions: Special Instructions: Date Wanted: / q " 1 r `d / �` rr p.m. Requester: A r/o S 4 Al 4 4 12%/, '1 ernIi , i hy,1 N. Project; ` `! G f&f Type of Ins�ectioq: 1 HI°1-1 4 7 � Address: /4l/� �� Date Called: . n Instructions: Special Instructions: Date Wanted: / q " 1 r `d / �` rr p.m. Requester: Phone 7 ,0 (.0 ' ?l'7 -3S nspec c ipt No.: 'Date: hog- d clif SPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 11�-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. El Corrections required prior to approval. Date: .00 REINSPECTION FE REQUIRD. Prior to inspection, fee must be paid at 6300 Southcenter B vd., Suite 100. Call to schedule reinspection. Project: . AA W GO rla of Inspection: INtA D VI- 6 4r 4/ Address: 11 tH g Date Called: 01 I old _` Special Instructions: Date Wanted: 01 . 01 p.m Requester: a7A 1 1 All' Phone No: Vi1 — 22.■° INSPECTION RECORD 4 - Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -cAti PERMIT NO. 4 Vt (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 2 itia/ 1/4 61) ( - -- -)(//01 44a Mter.47 /. 0t TVs .,tie/ityt/- c\ Date: 9 00 REINSPECTION FE REQUIRED. P or to inspection, fee must be at 6300 Southcenter lvd.,Suite 100 Call to schedule reinspection. Re •t No.: • 'Date: August21, 2009 Garth Miller 11803 44 Avenue South Tukwila, WA 98178 Ref: Miller Detached Garage Foundation This letter is in response to your request that I review the thickened edge footing for the detached garage to determine if it is adequate as specified for the support of the detached garage. The drawings you supplied specify a 16in wide thickened footing 2ft deep. Based on the elevations provided, it would extend 18in below the exterior finished grade. The drawing shows (3) #4 rebar continuous in the footing and specifies 36" overlap and ends. This footing when installed as specified is adequate to support the loads expected on the building. If you have any questions, please give me a call. Sincerely, Mark Myers, P.E. Project Engineer Myers Engineering, LLC 3206 50 Street Ct NW, Suite 210 -B Gig Harbor, WA 98335 Phone: 253- 858 -3248 Fax: 253- 858 -3249 Email: myengineer(ccenturytel.net ,.� permit ivo tF c ®p Page 1 of 1 REVIEWED FOR CODE COMPLIANCE APPROVED SEP o 2 2uu9 City of Tukwila BUILDING DIVIRION AUG ;1 iuuy EMIT CENTER CORRECTION LTR# 17 on - 09 � IIIIIIIIIIII LUMBER SPECIFICATIONS TC: 2x4 HF 82 BC: 2x4 HF 02 TC LATERAL SUPPORT <= 12'0C. UON. BC LATERAL SUPPORT 120'0C. UON. Connector plate prefix designators: C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc M,M2OHS,M18HS,M16 = MiTek MT series rn u7 o: 0 Truss: Al DES. BY: BC DATE: 5/13/2009 SEQ.: 4277133 TRANS ID: 27750 IIII 1111 11 I III 1111111111111111 1 -06 -00 1111111111 12 5.001: JOB NAME: GARTH MILLER - Al 10-00-00 LOADING LL( 25.0) +DL( 10.0) ON TOP CHORD = ON BOTTOM CHORD = 13 -00 -00 WARNINGS: 1. Budder and erection contractor should be advised of all General Notes and Warnings before construction commences. 2. 2x4 compression web bracing must be installed where shown 4. 3. All lateral force resisting elements such as temporary and permanent bracing must be designed by designer of complete structure. CompuTrus assumes no responsibility for such bracing. 4. No load should be applied to any component until after all bracing and fasteners are complete and at no time should any loads greater than design loads be applied to any component. 5. CompuTrus has no control over and assumes no responsibility for the fabrication, handling, shipment and installation of components. 6. This design is furnished subject to the limitations set forth by TPInNTCA m SCSI, copies of which will be furnished upon request. CompuTrus, Inc. Software 7.5.1 F(1 L) -E TRUSS SPAN 26'- 0.0' LOAD DURATION INCREASE = 1.15 SPACED 24.0 0.C. 35.0 10.0 TOTAL LOAD = 45.0 PSF PSF PSF C -4x4.3 3 26 -00 -00 GENERAL NOTES, unless otherwise noted: 1. This truss design is adequate for the design parameters shown. Review and approval is the responsibility of the building designer, not the Suss designer or truss engineer. 2. Design assumes the lop and bottom chords to be laterally braced a1 Y o.c. and at 10' o.c. respectively unless braced throughout their length by continuous sheathing such as plywood sheathing(TC) and /or drywall(BC). 3. 20 Impact bridging or lateral bracing required where shown • • 4. Installation of truss is the responsibility or the respective contractor. 5. Design assumes trusses are to be used in a non - corrosive environment. and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic connector plate design values see ESR -2529 (CompuTrus) and /or ESR -1311, ESR -1988 (MiTek). REVIEWED FOR CODE COMPLIANCE APPROVED 1 SEP 0 2 2009 City of Tukwila BUILDING DIVISION r Scale: 0 16-00-00 13-00-00 12 . 3300 CITY ARE Gable end truss on continuous bearing wall. C -1x2.6 or equal typical at stud verticals.' Refer to CompuTrus gable end detail for complete specifications. D 5.00 JUN 052009 PERMIT CER Roof Truss Supply, Inc. P.O. Box 532 Woodinville, WA 98072 (425) 481 -0900 DEZIEMVENINIA / 0 °iY 11111 1111 LUMBER SPECIFICATIONS TC: 2x4 HF 22 8C: 2x4 HF 22 WEBS: 2x4 HE STD /STUD TC LATERAL SUPPORT <= 12'0C. UON. LL( BC LATERAL SUPPORT 92'0C. UON. OVERHANGS: 18.0' 18.0' Connector plate prefix designators: C,CN,C18,CN18 (or no prefix) = CompuTrus, Inc U,U20NS,U18H5,U16 = MiTek UT series rn oI 0 Truss: A2 DES. BY: BC DATE: 5/13/2009 SEQ.: 4277134 TRANS ID: 27750 11111111111111111 1111 11111 ) 1 -06 -00 12 5.00 6 -09 -14 JOB NAME: GARTH MILLER - A2 13 -00 -00 1' TRUSS SPAN 26'- 0.0' LOAD DURATION INCREASE = 1.15 SPACED 24.0' O.C. LOADING 25.0) +DL( 10.0) ON TOP CHORD = DL ON BOTTOM CHORD = TOTAL LOAD = BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE LIVE LOAD AT LOCATION SPECIFIED BY IRC 2006 AND IBC 2006. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON - CONCURRENTLY. 6 -02 -02 C -4x6 4 .r °r 4 35.0 PSF 10.0 PSF 45.0 PSF 6 - 02 - 02 BEARING LOCATIONS 0'- 0.0' 26'- 0.0' Design conforms to main windforce - resisting system and components and cladding criteria. Wind: 85 mph, h =35ft, TCDL =6.0,BCDL =6.0, ASCE 7 -05. Enclosed, Cat.2, Exp.B, MWFRS, 13 - - ,gable end zone, load duration factor =l.6 1' 6 -09 -14 12 MAX MAX MAX LL DL TL a 5.00 This design prepared from RTS - CHASE IRC 2006 MAX MEMBER FORCES 1- 2 =( -33) 40 2. 8 =( -462) 2- 3 =( -2345) 558 8. 9 =( -322) 3- 4 =( -2064) 425 9. 6 =( -462) 4. 5 =( -2064) 425 5- 6=( -2345) 558 6- 7 =( -33) 40 MAX VERT MAX HORZ REACTIONS REACTIONS -394/ 1320V -131/ 131H -394/ 1320V -10/ 10H DEFL = - 0.127' (L/2370) @ 17'. DEFL = - 0.091' (L/3307) @ 17'- DEFL = - 0.218' (L/1380) @ 17'- 8 -10 -10 10 -00 -00 8 C -3x4.3 C- 3x6(S) WARNINGS: 1. Builder and erection contractor should be advised of all General Notes and Warnings before construction commences, 2. 2a4 compression web bracing must be installed where shown +. 3. All lateral force resisting elements such as temporary and permanent bracing must be designed by designer of complete structure. CompuTrus assumes no responsibility for such bracing. 4. No bad should be applied to any component until after all bracing and fasteners are complete and at no time should any loads greater than design loads be applied to any component. 5. CompuTrus has no control over and assumes no responsibility for the fabrication. handling. shipment and installation of components. 6. This design is furnished subject to the limitations set tort by TPIANTCA in SCSI. copies of which will be furnished upon request. CompuTrus, Inc. Software 7.5.1 F(1 L) -E 8-02-13 26 -00 -00 16-00-00 Scale: 0.2616 GENERAL NOTES, unless otherwise noted: 1. This truss design is adequate for the design parameters shown. Review and approval is the responsibility of the building designer. not the truss designer or truss engineer. 2. Design assumes the top and bottom chords to be laterally braced at 2' o.c. and at 10' o.c. respectively unless braced throughout their length by continuous sheathing such as plywood sheathing(TC) and/or drywall(BC). 3 20 Impact bridging or lateral bracing required where shown • 4 Installation of truss is the responsibility of the respective contractor. 5 Design assumes trusses are to be used in a non- corroslve environment. and are for 'dry condition" of use. 6 Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7 Design assumes adequate drainage is provided. 8. Plates shall be located on both laces of truss. and placed so their center Ines coincide with joint center fines. 9 Digits indicate size of plate in inches. 10. For basic connector plate design values see ESR -2529 (CompuTrus) and/or ESR -1311. ESR -1988 (MiTek). 8-10-10 MAX HORIZ. LL DEFL = 0.048' @ 25'- 6.5" MAX HORIZ. TL DEFL = 0.081' @ 25'- 6.5" computer input by 4WR,DHF /Cq =1.25 7CM 2072 3- 8 =( -4441 185 1367 8- 4 =( -48) 734 2072 4- 9 =( -48) 734 9- 5= (.444) 185 880 REQUIRED BRG AREA SIZE SO.IN. (SPECIES) 5.50' 3.26 HF ( 405) 5.50" 3.26 HF ( 405; 1,4" L /360 = 1.4' L/240 = 1.4' L/240 0.836' 1.254 1.254' Roof Truss Supply, Inc. P.O. Box 532 Woodinville, WA 98072 (425) 481 -0900 C1 1�YJ . ' J' N INEE HULL Notching of Truss Top Chords for 4x2 Outlookers Notching of truss top chords for 4x2 outlookers at 24" o.c. or greater is permissible without remedial measures provided the following requirements are met: 1. Truss is studded at 16" o.c. under notched area. These studs may be full studs (bottom of top chord to top of bottom chord) or studs cut around webs. In any case, these studs should be snug to the members they are touching (chords or webs). 2. The notch for the 4x2 outlooker must be cut with care to ensure a tight fit between the outlooker and the notch. Do not overcut the notch! 3. The roof is sheathed with 1/4" CDX plywood or 7/16" OSB minimum and extends to the outside face of the notched truss and is nailed into the top chord. 4. There are no knots under the notch area or within 1" of the sides of the notch. 5. This applies to top chords in compression. For trusses subject to stress reversal, and/or supporting other than the overhang and 1 foot of roofing, contact the CompuTrus Engineering Department. 4x2 Outlooker - Ensure snug fit in notch 2x4 1/2" CDX or 7/16" OSB minimum DO NOT OVER CUT! ROB. , iNC. ?,C BOX 532 I.A /OOD INVILLE, WA 98072 481 -0900 0 u1 10370 Hemet Street Suite #200, Riverside, CA 92503 (909) 343 -1302 Fax (909) 343 -3180 Compression web bracing shown on CompuTrus designs is to resist buckling of those webs. An alternate method to brace 1_x3 / 2x4 bracing shown on a single member truss is to attach "T" bracing. T bracing is a 2x member placed flat on the web as shown in the figures. 1 - 1x3 /2x4 is ;race Required 2 or 34x3 /2x4 Braces Shown See appropriate CompuTrus See appropriate CompuTrus Engineering Engineering CompuTrUS, 1F1C. ROOF BUSS SUPPLY. INC. P.O. BOX 532 WOODNVILLE, WA 98072 t V 2x4 T Brace The T brace must be at least 80% of the web length and is attached with 8d nails at 3" o. c. throughout. If a 2x4 or 2x6 web requires a single brace, a 2x4 T brace may be substituted. If a 2x4 or 2x6 web requires 2 or 3 braces, a single 2x6 T brace or a 2x4 T brace attached to the top and bottom of the web may be substituted. The T brace(s) must be of equal or better material than the web. IIII 111 1l CompuTrus. Inc. Manufacturing ■ Engineering •'Computer Systems Notching of Truss Top Chords for 4x2 Outlookers Notching of truss top chords for 4x2 outlookers at 24" o.c. or greater is permissible without remedial measures provided the following requirements arc met: 1. Truss is studded at 16" o.c. under notched area. These studs may be full studs (bottom of top chord to top of bottom chord) or studs cut around webs. In any case, these studs should be snug to the members they are touching (chords or webs). The notch for the 4x2 outlooker must be cut with care to ensure a tight fit between the outlooker and the notch. Do t4.t overcut the notch! 3. The roof is sheathed with it CDX plywood or 7/16" OSB minimum and extends to the outside face of the notched truss and is nailed into the top chord. 4. There are no knots under the notch arca or within 1" of the sides of the notch. 5. This applies to top chords in compression. For trusses subject to stress reversal, and/or supporting other than the overhang and 1 foot of roofing, contact the CompuTrus Engineering Department. 2. 4x2 Outlookcr- Ensure) snug fit in notch R- 543644 MJ.10 /16/01 R- 2341079 RW 7/01/05 12" CDX or 7/16" OSB miei""'!n l a0i 607 C- 2.5=4.1 FOR' GABLE ENDS UNDER' 6' -8" IN HEIGHT • " MINIMUM GABLE STUD GRADE IS 2x4 CONSTRUCTION GRADE HEM -FIR DO NOT OVER cull L I EXPIRES 6110109 2x4 Dtwm e Ili GABLE END BRACING FOR GABLE END • GABLE END TRUSS HAY RESIST UP TO SSO PLF DRAG LOAD. PROVIDED 1. STUCCO DR OTHER SHEAR RESISTING MATERIAL ADEQUATE TD RESIST 1 PLF IS ATTACHED TO ONE FACE. STUCCO RUST BE ATTACHED IN ACCORDANCE WITH UDC TABLE 26 -I. 2. GABLE END TRUSS IS ADEQUATELY AND CONTINUOUSLY CONNECTED TO SUPPORTING BEARING HALL. 3. REFER TO Notehlog ofTop Chords for 4,QOuUookers FUR ADDITIONAL INFORMATION. 12) . 2x4 BRACE AT 18'- 0 °0.0. OR AT CENTERLINE. ATTACH WITH 16d HAILS BIK%/N Ib 1 1. STRUCTURAL TRUSSES ELATE C- 2.5x4.3 C -1522.8 Typlaal 1 C- 2.3x4.3 (5p1) VA 48 • CENTER VERTICALS VARY AS REQUIRED BY VENT SIZE OR OUTLOOKER d CompuTrus, Inc. 4 Manufacturing • Engineering • Computer Systems WARNINGS: 1. Read all General Notes and Wamings before construction of trusses. 2. Builder and erection contractor should be advised of all General Notes and Wamings before construction commences. 3. 1x3 compression web bracing must be installed where shown +. 4. All lateral force resisting elements such as temporary and permanent bracing, must be designed and provided by designer of complete structure. CompuTrus assumes no responsibility for such bracing. 5. No load should be applied to any component until after all bracing and fasteners are complete, and at no time should any loads greater than design loads be applied to any component. 6. CompuTrus has no control over and assumes no responsibility for the fabrication, handling, shipment and installation of components. 7. This design is fumished subject to the limitations on truss designs set forth by the Truss Plate Institute in "Bracing Wood Trusses, HIB-91", a copy of which will be fumished by CompuTrus upon request. GENERAL NOTES, unless otherwise noted: 1. Design to support loads as shown. Design assumes the top and bottom chords to be laterally braced at 2' -0" o.c. and at 12'-4" o. c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + +. 4. Installation of truss is the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non - corrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the CompuTrus Plate, indicated by the prefix "C ", see I.C.B.O. R.R. 4211 11. The CompuTrus Net Section Plate is indicated by the prefix "CN ", the designator (18) indicated 18 ga. material is used. All others are 20 ga. General Notes: Bracing to top and bottom chords not required, provided the chord members are braced throughout their length by continuous sheathing. F1000 TRUSS SUPPLY. NC. P.O. BOX 532 NOO IN ILLE, WA 98072 REPORT HOLDER: EP RT M ( C EvehratieGi Service, Deuce WwW.icC- es.Orq DIVISION: 06 -WOOD AND PLASTICS Section: 06175 -Truss Plates COMPUTRUS, INC. 31945 CORYDON ROAD LAKE ELSINORE, CALIFORNIA 92530 951 - 245 -9525 EVALUATION SUBJECT: COMPUTRUS C SERIES AND CN SERIES CONNECTOR PLATES FOR WOOD TRUSSES 1.0 EVALUATION SCOPE Compliance with the following codes: # 2006 International Building Code (IBC) # 2006 International Residential Code (IRC) # Legacy Codes (see Section 8.0) Properties evaluated: Structural 2.0 USES The CompuTrus C Series and CN Series connector plates are metal truss plates used as joint connector components of wood frame trusses. 3.0 DESCRIPTION 3.1 C Series: The CompuTrus truss plates are manufactured from No. 18 gage [0.0454 inch (1.15 mm) base -metal thickness] and No. 20 gage [0.0375 inch (0.95 rtlm) base metal thickness], ASTM A 653 SS Grade 33 or higher steel, with a G60 galvanization coating [0.0005 inch thick (0.013 mm) on each side]. The plates are manufactured in various lengths and widths, and have integral teeth that are designed to laterally transmit load between truss wood members. Each plate has 9.4 teeth per square inch, and each tooth is approximately' /, inch (8.5mm) long and approximately 0.106 inch (2.7 mm) wide. The teeth are punched in pairs, with each pair spaced 1 / 4 inch (6.4 mm) on center along the width of the plate, and 0.85 inch (21.6 mm) on center along the length. Alternating rows of teeth are staggered 0.10 inch (2.5 mm) from adjacent rows. Plates are 0.85 inch (21.6 mm) in length, and are available in widths of up to 12 inches (305 mm), in' / inch (12.7 mm) increments, as required by design. See Figure 1 for details of plate dimensions. ESR 2529 Issued February 1, 2007* This report is subject to re- examination in one year. Business /Regional Office # 5360 Workman Mill Road, Whittier, California 9D6D1 # (562) 699 -0543 Regional Office # 900 Montclair Road, Suite A, Birmhgham, Alabama 35213 # (205) 599.960D Regional Office # 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 it (706) 799 -23D5 3.2 CN Series: The CN series plates are similar to the C series plates, except that every third row of teeth is omitted. 4.0 DESIGN AND INSTALLATION 4.1 General: All truss plates are pressed into the wood for the full depth of their teeth by hydraulic - platen or pneumatic embedment presses; multiple roller presses that use partial embedment followed by full embedment rollers; or combinations of partial embedment roller presses and hydraulic - platen presses that feed trusses into a stationary finish roller press or, if the lateral load adjustment factors given in Table 4 are used, single -pass roller presses. When truss fabricators use single -pass roller presses, the rollers must have minimum 18 -inch (457 mm) diameters. Plates embedded with a single -pass, full -embedment roller press must be preset, before passing through the roller press, by striking at least two opposite corners of each plate with a hammer. Trusses must be assembled within the tolerances provided by the Truss Plate Institute's Quality Criteria for Metal Plate Connected Wood Trusses, shown as Section 4 in ANSI/TPI 1, National Design Standard for Metal Plate Connected Wood Truss Construction. 4.2 Allowable Design Values: Allowable design values for the CompuTrus truss plates to be used in the design of metal plate connected wood trusses are shown in Tables 1, 2 and 3. These values are based on ANSI/TPI 1. A copy of the ANSI/TPI 1 standard must be supplied to the building department when this is requested by the building official. The allowable design values are applicable for metal plate connected wood trusses when connections are made with identical plates on opposite sides of the joint. The design, manufacture, and installation of the wood trusses employing the truss plates must comply with Section 2304.4 of the IBC. 5.0 CONDITIONS OF USE The CompuTrus Truss Plates for Wood Trusses described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 This evaluation report and the manufacturer's published installation instructions, when required by the code official, must be submitted at the time of permit application. In the event of a conflict between the manufacturer's published installation instructions and this report, the instructions in this report govern. •Originally issued as ESR -4211, revised and renumbered October 2007. REPORTS' ore not to be construed as representing aesthetics or any other attributes not specifically addressed. nor are they to be construed o a an as ndorsement of the subject of the report or o recommendation for III use. There is no warranty by ICC Evaluation Service, Inc., ➢ Implied, finding or other molter in This report, or as to any product covered by the report. ua se...aaa redo¢rceititcutmt Page 1 of 4 r MYERS ENGINEERING C IA •„ ... -` Pr . LATERAL ANALYSIS & GRAVITY CALCULATIONS Ah--- , IF THIS SIGNATURE IS NOT IN COLOR, DO NOT ACCEPT FOR PERMIT SUBMITTAL. PROJECT: Miller Detached Garage 11803 44 Avenue South Tukwila, WA August 20, 2009 2006 INTERNATIONAL BUILDING CODE 85 MPH WIND, EXPOSURE B, K1.00 SOIL SITE CLASS D SEISMIC DESIGN CATEGORY D ,REVIEWED FOR DE COMPLJANCE APPROVED 1 SEP 0 2 209 City of Tukwila BUILDING DIVISION ' EIVEO '(ny TIIKWILA AUG ;1 PERMIT CENTER 3206 50 Street Court NW, Suite 210 -B CORRECTION Gig Harbor, WA 98335 LTR# Phone: 253 -858 -3248 Fax: 253- 858 -3249 Email: myengineer @centurytel.net w-.011 Myers Engineering, LLC 3206 50th Street Ct NW, Ste 210 -B Gig Harbor, WA 98335 PROJECT : Miller Detached Garage Phone: 253 - 858 -3248 Fax: 253 - 858 -3249 Email: myengineer @centurytel.net DESIGN LOADS: ROOF DEAD LOADS ROOF LIVE LOADS FLOOR DEAD LOADS FLOOR LIVE LOADS STAIR LIVE LOADS 15 PSF Total (Comp) 25 PSF (Snow) 15 PSF Total 40 PSF (Reducible) 100 PSF WOODS : WOOD TYPE: JOISTS OR RAFTERS 2X. HF #2 BEAMS OR HEADERS 4X - 6X OR LARGER DF #2 LEDGERS AND TOP PLATES HF #2 STUDS 2X4 OR 2X6 HF #2 POSTS 4X4 HF#2 4X6 HF #2 6X6 DF #1 GLUED - LAMINATED (GLB) BEAM & HEADER. Fb =2,400 PSI, Fv =165 PSI, Fc (Perp) =650 PSI, E= 1,800,000 PSI. PARALLAM (PSL) 2.0E BEAM & HEADER. Fb =2,900 PSI, Fv =290 PSI, Fc (Perp) =750 PSI, E= 2,000,000 PSI. MICROLAM (LVL) 1.9E BEAM & HEADER Fb =2,600 PSI, Fv =285 PSI, Pc (Perp) =750 PSI, E= 1,900,000 PSI. TIMBERSTRAND (LSL) 1.3E BEAM, HEADER, & RIM BOARD Fb =1,700 PSI, Fv =400 PSI, Pc (Perp) =680 PSI, E= 1,300,000 PSI. TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL REGISTERED IN THE STATE OF WASHINGTON. TRUSS DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF IBC 2303.4. SUBMITTAL PACKAGE SHALL COMPLY WITH REQUIREMENTS OF IBC 2303.4.1.4. UNLESS OTHERWISE SPECIFIED BY LOCAL BUILDING OFFICIAL OR STATUTE, TRUSS DESIGNS BEARING THE SEAL AND SIGNATURE OF THE TRUSS DESIGNER SHALL BE AVAILABLE AT TIME OF INSPECTION. ENGINEERED I JOISTS -FLOOR JOISTS & BEAMS OF EQUAL OR BETTER CAPACITY MAY BE SUBSTITUTED FOR THOSE SHOWN ON THIS PLAN, "EQUAL" IS DEFINED AS HAVING MOMENT CAPACITY, SHEAR CAPACITY, AND STIFFNESS WITHIN 3% OF THE SPECIFIED JOISTS OR BEAMS. Miller Detached Garage.xmcd Mark Myers, PE 1 08/20/2009 Myers Engineering, LLC 3206 50th Street Ct NW, Ste 210 -B Gig Harbor, WA 98335 PROJECT : Miller Detached Garage Phone: 253 - 858 -3248 Fax: 253 - 858 -3249 Email: myengineer @centurytel.net LATERAL ANALYSIS : BASED ON 2006 INTERNATIONAL BUILDING CODE (IBC) Lateral Forces will be distributed along lines of Force /Resistance. Lines of Force /Resistance will be investigated for both wind and seismic lateral Toads. Roof and Floor diaphragms are considered flexible. SEISMIC DESIGN: SEISMIC DESIGN BASED ON 2006 IBC CHAPTER 16 SECTION 1613 SINGLE FAMILY DWELLING, LIGHT FRAME CONSTRUCTION LESS THAN THREE STORIES IN HEIGHT ABOVE GRADE. Seismic Design Data: — Soils Site Class D (Assumed) — Seismic Design Category D /D I 1.0 R := 6.5 S := 1.49 S := 0.51 F := 1.00 F, := 1.50 w,w For Seismic Use Group I occupancy (ASCE 7 -05 Table 11.5 -1) Light Framed Walls w/ Wood Shear Panels (ASCE 7 -05 Table 12.14 -1) Mapped Maximum Considered Earthquake Spectral Response Acceleration Short- Period Mapped Maximum Considered Earthquake Spectral Response Acceleration 1- Second Period Site Coefficient based on Site Class & S (ASCE 7 -05 Table 11.4 -1) Site Coefficient based on Site Class & S (ASCE 7 -05 Table 11.4 -2) Seismic Weight of Overall Structure, Seismic Weight of Structure above Level x (LB.) Equation 16 -37 S •= S •F S = 1.49 ms •— Ss a ms = Equation 16 -38 Smi := SI•F, Smi = 0.77 Roof Slope Adjustment Factor: S:— Equation 16 -39 Equation 16-40 S = 1.08 cos(atanl 2 Plan Area for Each Level: \ Plan Perimeter for Each Level: A := 696ft P := 2(22ft) + 2(26ft) (Roof) (Upper Floor) A2 := 572ft P2:= 2(22ft) + 2(26ft) (Upper Floor) (Main Floor) 2 SDS • Sms SDS = 0.99 2 SDI S SDI = 0.51 Miller Detached Garage.xmcd Mark Myers, PE 08/20/2009 Conterminous 48 States 2006 International Residential Code Latitude = 47.498 Longitude = - 122.278 Residential Seismic Design Category Ss and S1 = Mapped Spectral Acceleration Values Site Class D - Fa = 1.00, Fv = 1.50 MCE MAP VALUES Short Period Map Value - Ss = 1.49g 1.0 sec Period Map Value - S1 = 0.51g RESIDENTIAL DESIGN INFORMATION Short Period Map Value - Ss = 1.49g Soil factor for Site Class D - Fa = 1.00 Residential Site Value = 2/3 x Fa x Ss = 0.99g Residential Seismic Design Category = D2 Myers Engineering, LLC 3206 50th Street Ct NW, Ste 210 -B Gig Harbor, WA 98335 PROJECT : Miller Detached Garage Phone: 253 - 858 -3248 Fax: 253 - 858 -3249 Email: myengineer @centurytel.net Weight of Structure at Each Level: Story Weight at Upper Floor. w := 15•psf•(A + 12•psf•4•ft•(P Story Weight at Main Floor. w := 15•psf -(A + 12- psf14.ft - (P i ) + 4ft -(P Shear at each Level: F:= 1.1 (F VIE.— R [F SDS ` V2E .= R Total Base Shear: W := wI + w2 + 12psf•5ft•(P2) _ (F VE R F =1.0 for one -story building F =1.1 for two -story building F =1.2 for three -story building VIE = 2675.861b Story Shear at Upper Floor Main V2E = 2991.55 lb Story Shear at Lower Floor Main VE = 6635.68 lb Equation 12.14 -11 Weight of floors include weight of floor framing, flooring material, insulation, and 5psf for miscellaneous partition walls. Miller Detached Garage.xmcd Mark Myers, PE 08/20/2009 Myers Engineering, LLC 3206 50th Street Ct NW, Ste 210 -B Gig Harbor, WA 98335 PROJECT : Miller Detached Garage Phone: 253 -858 -3248 Fax: 253- 858 -3249 Email: myengineer @centurytel.net WIND DESIGN USE ANALYTICAL PROCEDURE OF ASCE 7 -05 SECTION 6.5 ENCLOSED BUILDING LESS THAN 60 FEET IN HEIGHT WIND EXPOSURE = B h := 20 -ft Mean Roof Height as per Sec. 6.2 V := 85 Wind Speed Miles per Hour (Figure 6 -1). K := 0.85 Wind Directionality Factor (Table 6-4). h `a ) K := 2.01(- h z Topographic Factor (K (Figure 6-4): 2 -D Escarpment with building downwind of crest for Exposure B. x:= 1 f K := 0.75 - H Lh L := lft H:= l ft K = 0.75 K := (1 + K K -K 2 K = 1 Kh = 0.62 Velocity Pressure Exposure Coefficient (Table 6 - 3). GC := .8 GC :_ -.07 GC := -.6 GCpf4 := -.5 Windward Wall Windward Roof Leeward Roof Leeward Wall K := 1 - x µ 1 -h Front to Back: Side to Side: Lth := 22ft Bfb := 26ft Lt.)) = 0.85 h = 0.91 LSS := 26ft Bth Lm Velocity Pressure ( q Evaluated at Mean Roof Height (h) (Equation 6 -15) qh 0.00256- Kh.K Kd-V qh = 9.81 Design Wind Pressures p = g - g (Equation 6 -18) I := 1.0 Important Factor (Table 6 -1). z := 1200ft Per Table 6 -2: zg = 1200ft & a = 7.0 for Exposure B a := 7.0 z = 900ft & a = 9.5 for Exposure C z: =h 7: =2.5 K2 = 0.75 GCpsi := .8 GC := .02 Cps3 :_ -.6 GCps4 := -.5 µ:= 4 (- -y -z) Lh K3 := e 1(3 = 0 Internal Pressure Coefficients (Figure 6 -5) GC := .18 +/- External Pressure Coefficients w/ Roof Pitch = 5/12 (23 degrees) Front to Back & 5/12 (23 degrees) Side to Side Taken from Figure 6-6 (w/ G =0.85 per Section 6.5.8.1) B := 22ft L„ = 1.18 h • = 0.77 - Bss Lss Windward Wall Windward Roof Leeward Roof Leeward Wall Miller Detached Garage.xmcd Mark Myers, PE 4 08/20/2009 — I'v id ''''",?3 0 . I 0.1•11.1. I . I Gal IMINININININail r •1 c iir e PM , • ,e 1 i "Cr I 1 1 • 1 ill I 1 id 1 irm..:,„,m. iii mom ,Iii III 1 AP < , - , 1 ' ..., gre, 11 ... AO I ...., ...... am .1 i ari , < r7id4i 7.14 „sj a I Myers Engineering, LLC 3206 50th Street Ct NW, Ste 210 -B Gig Harbor, WA 98335 PROJECT : Miller Detached Garage Phone: 253 - 858 -3248 Fax: 253 - 858 -3249 Email: myengineer @centurytel.net The Internal Pressures on Windward and Leeward Walls & Roofs will offset each other for the lateral design of the overall building and will therefore be ignored for this application. Front to Back: 9h•(GC gh.(GC gh•(GC Pf4 gh Pa Pf2 pfl = 7.85 ft 2 •lb pf2 = -0.69 ft 2 •lb pf3 _ -5.89ft 2 •1b Pf4 = —4.9ft 2 .16 Windward Wall Windward Roof Leeward Roof Leeward Wall Wind Pressure at Main /Lower Floor Walls (Front to Back): VI (pf2 — Pf3)•Oft + (pn — Pf4) Wind Pressure at Main /Lower Floor Walls (Side to Side): V2 , (Ps2 — Ps3) 144ft + Psi — Ps4)• 2 Side to Side: gh - psf Ps2 gh Psi gh Ps4 gh Psi V = 5381.53 lb V2w = 4382.72 lb But not less than 10 psf over the projected vertical plane. Psi = 7.85 ft 2 .lb Ps2 = 0.2 ft 2 -lb ps3 = -5 ft 2 -lb Ps4 = — 4.9 ft — 2 -lb Windward Wall Windward Roof Leeward Roof Leeward Wall Miller Detached Garage.xmcd Mark Myers, PE 7 08/20/2009 N.9 1. 'Wfo.:frgWoo or 7 r.ovnr. ii . : L di I o tei ' P r ,.. * : ,Il •;l4:01:77;iiiiiiiiikliMitaiiiin a ■ / al ( J MAFFEI • (4, 5 StaXtell: Lau' L ler 5 If 413" 4 IV tie,r1( 4di Rootz favt pima nevi fie faee brAaA5 54.4 Ptefart' Myers Engineering, LLC 3206 50th Street Ct NW, Ste 210 -B Gig Harbor, WA 98335 PROJECT : Miller Detached Garage Phone: 253 - 858 -3248 Fax: 253 - 858 -3249 Email: myengineer©centurytel.net WALL A: Story Shear due to Wind: Bldg Width in direction of Load: L := 22-ft Shear Wall Length: La := (4)ft Percent full height sheathing: % := ( - % = 100 10-ft Wind Force: va := L DLRM := WR•- 2 V2w L L 2 La va = 547.84 ft 1 • lb va = 547.84 ft 1 -lb C Overturning Moment on 4ft Wall: Plate Height: Pt := 8 -ft L := 4• ft OTM := va -L Pt OTM = 17530.86 ft. lb Dead Load Resisting Overturning: WR := 0.6( 15•psf)•2•ft -L 0.6•(10•psf)•2Pt•L 0.6•(10psf)•11ft•L Holdown Force & Net Uplift: OTM - DLRM HDFa :_ Co - La V2w = 4382.721b DLRM = 1440 ft -lb HDFa = 4022.72 lb Base Plate Nail Spacing (2005 NDS Tabie11N) 16d Common (0.162 "x3.5 ") Nails & 1 -1/2" Plate Hem -Fir ZN := 122-lb CD := 1.6 B := CD Z Co B = 0.36 ft Per Nail va Story Shear due to Seismic: Distance between shear walls: L := 22-ft La = 4 ft La := (4)ft Max Opening Height = Oft -Oin, Therefore C := 1.00 per IBC Table 2305.3.8.2 Seismic Force: p := 1.0 E :- E 495.9ft 1 .Ib 16d @ 4" o.c. 5/8" A.B. @ 15" o.c. Ea 1 = 495.9ft .Ib Co VIE = 2675.86 lb V2E = 2991.55 lb (VIE + V2E) L1 0.7p. L 2 La P2 -6: 7/16" Sheathing w/ 8d nails @ 6" O.C. BOTH SIDES Wind Capacity = 678 plf Seismic Capacity = 484 plf (OK, within 3 %) Anchor Bolt Spacing (2005 NDS Table 11E) 5/8" Dia. Bolt (6" Embed) & 1 -1/2" Plate Hem -Fir A := 860•1b CD := 1.6 ZB := A -CD ZB = 13761b As := Z C, As = 2.51 ft Per Bolt va Shear Wall Summary: Wind Force: Seismic Force: B.P. Nailing Spacing A.B. Spacing Holdown Force: Holdown Types: va - 1 Ea - 1 B = 0.36 ft As = 2.51 ft HDFa = 4022.72 lb Simpson STHD14 — = 547.84 ft •Ib — = 495.9ft -lb C C Miller Detached Garage.xmcd Mark Myers, PE 7 08/20/2009 *-- _ , / -. 0 " - cx 3 irr':)s" 'I "(1 ii t A17; / -. „°-,T(-.---t-----------------------tzr'VIT:-Tq----'.-----7- kiNlii•";v5v , / /7 / J s - ' - 7ripv,r4 - 7crx* . ;-t* i — ., . / . s I ., i l Atr: ' " 3( - VVIS •"--21vo-------- , i ,. I II ) c, Pius' 57 ' 2; a V I • 14) 7 . .6 ' (b0 -.din) f/ 2 1 ) 0 /1 5 Li451/ '15 d wd" Sf w L' 2/ P ic Zx 44o.a, 0 to = 15/c((z') } /5,5f (/) = lisp x W = yo1sf ( / tizotic /�►,`1 �e� de.14c4d 6kr e i t 11 o (z)z, #r 6 Vq x 1 z &LA (zyF -Vi/ g• - � —off' C.671, • Myers Engineering, LLC Mark Myers, PE 3206 50th Street Ct NW, Ste 210 -B Gig Harbor, WA 98335 Ph: 253 -858 -3248 Fx: 253 -858 -3249 Email: myengineer ancenturytel.net Wood Beam Design Lic.. #.: ,KW -06008232. !- License, Owner: MYERS;ENGINEERING: Description : 1. Floor Joists Material Properties Analysis Method : Allowable Stress Design Load Combination 2006IBC &ASCE7 -05 Wood Species Wood Grade Beam Bracing Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft : Beam is Fully Braced against lateral- torsion buckling : Hem Fir : No.2 Applied Loads Load for Span Number 1 Uniform Load : D = 0.0150, L = 0.040 ksf, Tributary Width = 1.333 ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual = FB : Allowable = Load Combination Location of maximum on span Span # where maximum occurs = Maximum Deflection Max Downward L +Lr +S Deflection = 0.516 in Max Upward L +Lr +S Deflection = 0.000 in Live Load Deflection Ratio = 489 Max Downward Total Deflection 0.710 in Max Upward Total Deflection = 0.000 in Total Deflection Ratio = 356 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V +D Length = 21.083 ft +D+L+H Length = 21.083 ft +O+Lr+H Length = 21.083 ft +D+0.750Lr+0.750L+H Length = 21.083 ft D+L+Lr 1 D(0.019995) L(0.05332) • Title : Dsgnr: Project Desc.: Project Notes : 2 -2x12, Span = 21.083 ft Service loads entered. Load Factors will be applied for calculations. 850.0 psi 850.0 psi 1,300.0 psi 405.0 psi 150.0 psi 525.0 psi 0.79Q 1 Maximum Shear Stress Ratio 2 -2x12 Section used for this span 772.46 fv : Actual 977.50psi Fv : Allowable +D+L+H Load Combination 10.542ft Location of maximum on span Span # 1 Span # where maximum occurs C tZ Summary of Moment Values Mactual fb- design Fb -allow 0.216 0.057 1.000 1.11 210.67 977.50 0.790 0.211 1.000 4.07 772.46 977.50 0.216 0.057 1.000 1.11 210.67 977.50 0.647 0.172 1.000 3.33 632.01 977.50 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. ' ' Defl Location in Span Load Combination Job # Printed: 20 AUG 2009. 2:19PM ENERCALC, INC. 1983-2008, Ver. 6.0.221, N:51040 Calculations per IBC 2006, CBC 2007, 2005 NDS E : Modulus of Elasticity Ebend- xx 1,300.0 ksi Eminbend - xx 470.0 ksi Density 27.70 Repetitive Member Stress Increase Design OK 0.211 : 1 2 -2x12 31.60 psi 150.00 psi +D+L+H 20.240 ft Span # 1 Summary of Shear Values Vactual fv- design Fv-allow 0.19 8.62 150.00 0.71 31.60 150.00 0.19 8.62 150.00 0.58 25.86 150.00 Max. " +' Defl Location in Span 0.7099 10.647 0.0000 0.000 Myers Elgineering, LLC Mark Myers, PE 3206 50th Street Ct NW, Ste 210 -B Gig Harbor, WA 98335 Ph: 253 -858 -3248 Fx: 253-858 -3249 Email: myengineer @centurytel.net Wood Beam Design ENERCALC, INC. 1983-2008, Ver. 6.0.221. N:51040 Lic: # : KW-06008232 ;. ,::: i I 1 ,.: , : ; . : ' # ' , I i i ; License :Owner : MYERS ENGINEERING Description : 1. Floor Joists Maximum Vertical Reactions - Unfactored Support & Load Combination Support 1, (D+L+Lr) Support 2, (D+L+Lr) Support notation : Far left is #1 Support Reaction 0.773 k 0.773 k 11 Title : Dsgnr: Project Desc.: Project Notes : Job # Printed: 20 AUG 2009. 2719PM Myers Engineering, LLC Mark Myers, PE 3206 50th Street Ct NW, Ste 210 -B Gig Harbor, WA 98335 Ph: 253 -858 -3248 Fx: 253 -858 -3249 Email: myenqineer@centuryteLnet Wood Beam Design Lic. #, : KW- 06008232 ! License Owner_: MYERS :ENGINEERING' Description : 2. Garage Door Header Material Properties Analysis Method : Allowable Stress Design Load Combination 20061BC &ASCE7 -05 Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral- torsion buckling Wood Species Wood Grade Applied Loads DF /DF :24F -V4 1 1 1 1 1 Load for Span Number 1 Uniform Load : D = 0.1950, L = 0.420, S = 0.050 k/ft, DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Live Load Deflection Ratio Max Downward Total Deflection Max Upward Total Deflection Total Deflection Ratio +D Length = 16.0 ft +0+L+H Length = 16.0 ft +D+Lr+H Length = 16.0 ft +D +S+H Length = 16.0 ft +0+0.750Lr+0.750L+H Length = 16.0 ft +D+0.750L+0.750S+H Length = 16.0 ft +D+0.750 L+0.750 S+0.750 W+H Length = 16.0 ft +D+0.750L+0.750S+0.5250E+H Length = 16.0 ft Tributary Width = 1.0 ft 0.800 1 5.125x12 = 1,920.00 2,400.00 psi +D+L+H 8.000ft Span # 1 0.526 in 0.000 in = 365 0.744 in = 0.000 in 258 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V D(0.195) L(0.42) S(0.05) • Title : Dsgnr: Project Desc.: Project Notes : 5.125x12, Span = 16.0 ft Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs Summary of Moment Values C d Mactual fb-design Fb -allow 0.254 0.126 1.000 6.24 608.78 2,400.00 0.800 0.398 1.000 19.68 1,920.00 2,400.00 0.254 0.126 1.000 6.24 608.78 2,400.00 0.319 0.159 1.000 7.84 764.88 2,400.00 0.663 0.330 1.000 16.32 1,592.20 2,400.00 0.712 0.355 1.000 17.52 1,709.27 2,400.00 0.712 0.355 1.000 17.52 1,709.27 2,400.00 0.712 0.355 1.000 17.52 1,709.27 2,400.00 1H ENERCALC, INC. 1983-2008, Ver. 6.0.221, N:51000 Calculations per IBC 2006, CBC 2007, 2005 NDS 2,400.0 psi E : Modulus of Elasticity 1,850.0 psi Ebend- xx 1,800.0 ksi 1,650.0 psi Eminbend - xx 930.0 ksi 650.0 psi Ebend- yy 1 ,600.0 ksi 265.0 psi Eminbend - yy 830.0 ksi 1,100.0 psi Density 32.210 pcf Job # Printed: 20 AUG 2009. 2:31 PM Design OK 0.398 : 1 5.125x12 105.60 psi 265.00 psi +D+L+H 15.040 ft Span # 1 Summary of Shear Values Vactual fv -design Fv -allow 1.37 33.48 265.00 4.33 105.60 265.00 1.37 33.48 265.00 1.72 42.07 265.00 3.59 87.57 265.00 3.85 94.01 265.00 3.85 94.01 265.00 3.85 94.01 265.00 Myers Engineering, LLC Mark Myers, PE 3206 50th Street Ct NW, Ste 210 -B Gig Harbor, WA 98335 Ph: 253 -858 -3248 Fx: 253 -858 -3249 Email: myengineerno,centurytel.net Wood Beam Design Description : 2. Garage Door Header Overall Maximum Deflections Load Combination D+L +S Maximum Vertical Reactions - Support & Load Combination Support 1, (D+L +S) Support 2, (D+L +S) - Unfactored Loads Span Max. =' Defl 1 0.7441 Unfactored 8.080 /5 Title : Dsgnr: Project Desc.: Project Notes : Location in Span Load Combination Support notation : Far left is #1 Support Reaction 5.320 k 5.320 k Job # Pnnted: 20 AUG 2009, 231 PM Lic:' :1KW- 06008232 . i I . . ;.. License Owner.: MYERS ENGINEERING` ENERCALC, INC. 1983 Ver.. 6.0.221, N:51040 Max. ' +' Defl Location in Span 0.0000 0.000 12 -01 -2010 GARTH MILLER 11803 44 AV S TUKWILA WA 98178 RE: Permit No. D09 -094 11803 44 AV S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 01/31/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 01/31/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, -or- Bill Rambo Permit Technician File: Permit File No. D09 -094 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. -- --- U_____ Jim Haggerton, Mayor epartment of Community Develop %? : east Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206- 431 -3670 0 Fax: 206 - 431 -3665 February 24, 2010 Garth Miller 11803 44 Ave S Tukwila, WA 98178 -3406 RE: Request for Extension Electrical Permit No. EL09 -0351 Development Permit No. D09 -094 Dear Mr. Miller, This letter is in response to your written request for extension to Permit Numbers EL09 -0351 and D09 -094. The Building Official has reviewed your letter, considered your request, and made the following determinations: The City of Tukwila Building Division will be extending your electrical permit (EL09 -0351) an additional 180 days from the current date of expiration, through August 30, 2010. There will be no extension grated to the building permit (D09 -094) due to the fact that an inspection was conducted on February 1, 2010 which resulted in an automatic 180 day extension. The current extension date for this permit is July 31, 2010. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, 'fer Marshall it Technician File: Permit No. EL09 -0351 & D09 -094 epartment of Community Development Jack Pace, Director W:\Permit Center\Extension Letters \Permits\2009\EL09 -0351 Permit Extension.doc jem l � % Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 - OZ. yin rs is erl L2/o - L /-. rzAs w i-L1V-kou cf I-780 c - 7 crn 0 cr - 0 - aivziytts .. 75 1- 7 J;, _cry / -7 - I N 05? )g d 3ricr ----1131100 (01 1A 4 \"1 9 faZ og " bOq -•-- - • ---- • ••• • --- (134844- - 0 0 I "a d 5 S -60 -13 C + - z2 vv NI cP a Lnc s k--1 100 GARTH MILLER 11803 44 AV S TUKWILA WA 98178 RE: Permit No. D09 -094 11803 44 AV S TUKW Dear Permit Holder: Sincerely, Bill Rambo Permit Technician File: Permit File No. D09 -094 City of Tukwila Department of Community Development Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 03/30/2010. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 03/30/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 August 3, 2009 Garth Miller 11803 44 Ave S Tukwila, WA 98178 RE: CORRECTION LETTER #2 Development Permit Application Number D09 -094 Miller Residence —11803 44 Av S Dear Mr. Miller, 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 Department. At this time the Fire, Planning, and Public Works Departments have 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) 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, er arshall t Technician encl File No. D09 -094 Cizy of Tukwila W:\Pennit Center \Correction Lctters\2009\D09 -094 Correction Letter #2.DOC Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 1 1 Ruiidong Division Review Memo Date: July 31, 2009 Project Name: Miller Garage Permit #: D09 -094 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 indicated: An alternate brace wall panel shall be required at the opposing wall corner where brace wall is less than 48". Alternate braced panel shall start at the corner of the building (Figure R602.10.5). The plan shows the alternate brace wall separated from the corner by a door. The length of the braced wall panel shall be a minimum width of 24" (See Table R602.10.5 & Figure R602.10.6.2). The rough opening dimensions for the side door with the required jack studs would not be sufficient to provide a 36" door. Therefore the new design provided does not meet prescriptive requirements. Provide an engineered design with calculations for the garage wall framing and foundation. Engineering shall also be provided with beam calculations. Engineered plans and calculations shall have an original wet stamp and signature from the registered engineer or design professional providing the plans with calculations. (2006 IRC Chapter 6 with Washington State Amendments) 2. Floor joist shown do not meet spans per Table R502.3.1(2) unless specified as "SS" structural strength. Engineering shall provide specifications for the floor joist or include design changes to meet joist spans. Identify lumber material type and grades. 3. Show the window at the landing top of the stairs to be safety glazing. In addition the plan shows a window on the bottom level below that window and is not shown on the elevations. Provide clarification and make changes to the plan. 4. The stair detail shall require clarification to show the minimum tread depth of 10 inches to be measured from the nose of each step. In addition show the minimum vertical head clearance to be 6' 8" and indicate handrails with dimension requirements. 5. Page 5 Notes refer to uniform building codes. Codes shall refer to current 2006 International Residential Codes (2006 IRC). 6. Provide a note on the second floor plan to indicate "Storage only, not to occupied as living space ". Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. j r July 16, 2009 Garth Miller 11803 44 Ave S Tukwila, WA 98178 RE: CORRECTION LETTER #1 Development Permit Application Number D09 -094 Miller Residence —11803 44 Av S Dear Mr. Miller, 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 Public Works Department. At this time the Building, Fire, and Planning Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Planning Department: Jaimie Reavis at 206 431 -3659 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. I have also enclosed a Non - Residential Sewer Use Certification that must be completed prior to issuance of the permit. 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, shall it'�ech encl File No. D09 -094 • City of Tukwila Department of Community Development Jack Pace, Director W:\Pennit Center\Correction Letters\2009\D09 -094 Correction Letter #1.DOC • Jim Haggerton, Mayor A nn Cnrrthrontor Rn111oVOr4 Crrito 4t11111 ry Tit•.uih idlnohinntnn nit? 1D4 s Dh.,.,n. 9/)A A91 1 6 711 C..... 9116 A91 966 Building Division Review Memo Date: June 10, 2009 Project Name: Miller Garage Permit #: D09 -094 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen J'ohannesen, 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 wall construction at the front of the garage shall require some additional details to show wall panel construction meets current building codes. Brace walls shall not begin more than 12.5 feet from each end of a brace wall line. An alternate brace wall panel shall be required at the opposing wall corner where brace wall is less than 48 ". Alternate braced panel shall start at the corner of the building (Figure R602.10.5). Provide a detail to show an alternate brace wall panel complying with current building codes for seismic zone D2. Specify all hardware connections and tie -downs at the foundation. (IBC R602.10.1, R602.10.3, R602.10.4, Table 602.10.1, Table R602.10.5 & R602.10.6.2) 2. Identify the washers at the mud sill as 3" x 3" x' /4" galvanized plate washers. (R602.11.1) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DATE: APPLICANT: RE: ADDRESS: July 9, 2009 Garth Miller D09 -094 11803 44 Ave S PLANNING DIVISION COMMENTS Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Jaimie Reavis is the planner assigned to the file and can be reached at 206 - 431 -3659. 1. The Tukwila Municipal Code (TMC) allows a garage or carport not exceeding 1,500 square feet in floor area as an accessory use in the Low Density Residential (LDR) zoning district. Adding up the square footage of floor area for the existing garage and the new garage, floor area for garage space on the property will be 1,562 square feet, which is more than 1,500 maximum allowed. Floor area, as defined in the TMC, includes attic spaces with headroom of greater than 7 feet 6 inches. The height of the headroom proposed for the second floor of the new garage is 8 feet. Please either reduce the total size of the new structure, or lower the height of the trusses so there is a headroom less than 7 feet 6 inches in order that the attic space does not count as floor area. 2. The site plan shows that the roof eaves will encroach into the 5 foot side setback area on the north side of the property. Roof eaves may intrude a maximum of 18 inches into required setback areas. Please verify that the roof eaves do not intrude more than 18 inches into the side setback area. ACTIVITY NUMBER: D09 -094 PROJECT NAME: MILLER GARAGE SITE ADDRESS: 11803 44 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 DATE: 08 -31 -09 Revision # After Permit Issued DEPARTMENTS: Building Division LEI Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete V Comments: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SUP Fire Prevention Structural Incomplete n Planning Division Permit Coordinator Not Applicable C DUE DATE: 09-01-09 n 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 ❑ DATE: DUE DATE: 09-29-09 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D09 -094 DATE: 07 -28 -09 PROJECT NAME: MILLER RESIDENCE SITE ADDRESS: 11803 44 AVE S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPAR MENTS: E51 Iv s lon ° i Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -30-09 Complete Incomplete ❑ 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 xi Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved 1 1 Approved with Conditions Notation: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documents /routing slip.doc 2 -28 -02 PERMIT .. : PLAN REVIEW /ROUTING SLIP Fire Prevention Structural n U Planning Division � IREP Permit Coordinator Not Applicable DUE DATE: 08-27 -09 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D09 -094 DATE: 06 -05 -09 PROJECT NAME: MILLER GARAGE SITE ADDRESS: 11803 44 AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: `1,0 —0 g . c &e ullding Division will 011 u lic Works Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 � PERMIT COARD COPY � PLAN REVIEW /ROUTING SLIP N /A- 6-1-o1 dew l €4, 1 -q-0 Fire Prevention Planning Division Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required Approved U Approved with Conditions Notation: REVIEWER'S INITIALS: U Permit Coordinator DUE DATE: 06-09-09 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required n DATE: DUE DATE: 07-07-09 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: 01111.11V1 Departments issued corrections: Bldg Fire ❑ Ping PW ❑ Staff Initials: Not Applicable n ;ity of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: `�- � 4 Plan Check/Permit Number: D09 -094 ❑ 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: Miller Garage Project Address: 11 803 44 Ave S Contact Person: GA(rt`— !'-'t tt_L.E _. Phone Number: 2 Summary of Revision: g 6" i 7 T , K 4 S, I - 0 - L AT L c_ON6, 1:. : A - L.> ` ` ` e G Z LJ b rev` A (0Y. (2'L 7 W Y' 13 ' C Sheet Number(s): t D P J 1 �1& (i/ "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: )M/ XL . Entered in Permits Plus on ©$ )tI' \applications \forms- applications on line \revision submittal Created: 8 -13 -2004 Revised: f L s RECEIVED CITY OF TOKIN/CA AUG i 2009 PERMIT CENTER - b City of Tukwila Department of Commdnity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0 ( 2-67 / Plan Check/Permit Number: D09 -094 ❑ 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: Miller Residence Project Address: 11803 44 Av S Contact Person: Summary of Revision: arif 1 Sheet Number(s): "Cloud" or highlight all areas of revision includ?ng date oorevisio \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: RECENED CITY OF TL)KWILA I JUL 2. 8 1009 PERMI ": t Phone Number: @D),..39 ( 3 52,c) ` 0A,4_ .r L • —4 7 4 - AP Li 4 5 L 11■ _ cD 11 ,a OA iL J manossr 40 II 1., L I\ CaD S LOD • r r i a t1iJ Received at the City of Tukwila Permit Center by: Entered in Permits Plus on (�1(a'-Q /d1 ALL56) / WI) pit(9 F- is N-6/ t s-ect-To4 • ocr 17464 L-L-4,) . • e••• • •:' "n• 7•;••• 0 .01 , 4+4.' - •. — - - it • • • STATE OF WASHINGTON) ) COUNTY OF KING ) CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplanPci.tukwila.wa.us AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: IAA s v t I A - et . 6 o°i-0 l ss. t 1 Z 0 4 I L L L" ; states as follows: [please print name] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number 12 and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. /ems ww"� Owner /Owner's y day of 1 Signed and sworn to before me this Permit Center /Building Division 206 431 -3670 Public Works Department 206 433 - 0179 Planning Division 206 431 -3670 5e1*m7r , ate. N i T ' Y PUBLIC in and for the State of Washington Residing at , County a' - 7,e , L /e My commission expires: Name as commissioned: 0 0 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribedin this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12. Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13.. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; r 18. An entity who hoMs a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and /or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. * Per Washington State Department of Labor and Industries, lessee has been interpreted to be equivalent to owner for the purpose of these exemptions. PLANNING APPROVED No changes Can be made to th eSe plans without approval horn the Planning Division of DCD SEPARATE PERMIT REQUIRED FOR: 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. CORRECTION Do LT CO REVIEWED FOR DE COMPLIANCE APPROVED SEP 0 2 2009 City of T 'la BUILDING DIVISION FILE COPY Permit No. PO Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: BY Date: 0 City • Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 31 2009 pERM T CENTER 0 1-09 �ti rx,o•ep r/t )(1c7•7 ALAV s i it • 11 ikuda0 1 Nea v- t 1/4 •S" • . S %Iv 1‘, prim-trim r REVIEWED FOR CODE COMPLIANCE APPROVED I SEP 0 2 2009 City of Tukwila BUILDING DIVISION e if 1 RECEIVED lUk 1 4116 3 1 2009 • PERMIT CENTER d 4 • , REVIEWED FOR CODE COMPLIANCE APPROVED SEP 0 2 2009 City of Tukwila BUILDING DIVIRInni jCr I 2 " • 1 ' 5LiI wr• [ Jt 0 REVIEWED FOR CODE COMPLIANCE APPROVED I SEP 0 2 2009 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 3 1 2009 PERMIT CENTER • Z. CS t fiAtel \A I fr WA' _itkb Now.- Igor We ArA td*) 5,3kc_f1P Coh ; 0 REV/EWE FOR CODE COMPLIANCE APPROVE!) SEP 0 2 2009 City of Tukwila BUILDING DilminAl RECEIVED (fly OF TUKWILA Ale 3 I Mg, PERMIT CENTER 1.1 Jinlir(2211rvir .12146r....014.4 a** 5Axa- 6/-6 ez 1 1 11 1. 11 r • t li 1 $ $1 10 I (3 M ---- REVIEWED FOR CODECOMPLIANCE • APPROVED SEP 0 2 2009 City of Tukwila BUILDING DIVISION ta t( ° -gw 4 D r • 1 - - • ko ;4 A / i2 S ) 6, RECEIVED art OF TUKWILA AUG 3 1 2009 PERMIT CENTER