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HomeMy WebLinkAboutPermit D04-111 - WICKS RESIDENCE - REMODELWICKS RESIDENCE 14201 56 AV S D04 -111 • • • • Cit y of Tukwila 1906 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 3365900175 Permit Number D04 -111 Address: 1420156 AV S TUKW' Issue Date: 05/04/2004 Suite No: Permit Expires On: 10/31/2004 Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: WICKS RESIDENCE 1420156 AV S, TUKWILA WA BARRY VERNON 14201 56TH AVE S, TUKWILA WA GEORGIA WICKS 341 PELLY AV N, RENTON WA Contractor: Name: OWNER AFFIDAVIT Address: 1420156 AV S, TUKWILA WA Phone: Phone: 206 353 -8134 Phone: Contractor License No: Expiration Date: DE SCRIPTION OF WORK: INTERIOR REMODEL OF EXISTING SINGLE FAMILY RESIDENCE. INCLUDING REMOVAL OF PLASTER FROM WALLS, RE -SHEET ROCK, REPLACE ALL WIRING, UPGRADE TO 200 AMP SERVICE PANEL, RENOVATE KITCHEN, RENOVATE EXISTING BATHROOM, ADDING SECOND BATH, REPLACING UPSTAIRS WINDOWS TO VINYL, REPLACING KITCHEN FLOORING, BATHROOM FLOORING; REBUILDING PORCH RAILING AND STEPS; REPLACING PLUMBING, PAINTING. Value of Construction: $ $20,000.00 Type of Fire Protection: N/A Type of Construction: VN Fees Collected: $855.81 Uniform Building Code Edition: 1997 Occupancy per UBC: 0007 PU blic Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Number: 0 N N Start Time: N Volumes: Cut 0 c.y. N N Start Time: N N Private: N N Profit: N N Private: N Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: Non - Profit: N Public: doc: Devperm D04 -111 Printed: 05 -04 -2004 Z ,- w o! 2 D 00 Cl) U) UJI J = H CO W w 9_j LL (0 =) = H w Z i}- O Z w UC3 ON o� W H F_ LL w Z CO O Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: ✓ y`�� I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: - YA Date: 051 O 0 Print Name: t�EOCZGtR Nt, W tc. 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: Devperm D04 -111 Printed: 05 -04 -2004 Z �W o` 2 �U (U O CO S2 LL W O �5 Ca C H Y = z� �o Z t— w U 0. O N 0 I— wW �P o. ..z w 0 Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 3365900175 Address: 1420156 AV S TUKW Suite No: Tenant: WICKS RESIDENCE Permit Number: Status: Applied Date: Issue Date: D04 -111 ISSUED 04/01/2004 05/04/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: Comply with the requirements of TMC 16.04, Demolition /Relocation of Structures and Article 87 of the Uniform Fire Code. 15: 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. 16: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform doc: Conditions D04 -111 Printed: 05 -04 -2004 z J_ w � D UQ Co J = ( D U. WO LLQ �w z �O w LLJ U� ON o�_ W W F- H LL O z w co O z A:1� *Y.. .yhh( wrnrt+ aar.• My. ar. rr w ;.« .. + ,.y , a- v .rr. yrv =•.N^n •w �..5 z`.�MN k77f `MLtn <btk�P, tikl[n '''. .gltis: -' tires. r. wtlMti. r :�fLv�irvww]w.+M. +w+•+Y�M�.w ..._�...... • Y++w^M.w+wtt N �irt4'�•.r'�WMC:�'Y.wrC1KY. ... f »l City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Building Code and the Washington State ventilation and Indoor Quality Code, Chapter 51 -13 WA(-. 17: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 18: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). i 19: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work.' Signature: �Q.� �• w Date: Print Name: G %, *IC6 doc: Conditions 004-111 Printed: 05-04-2004 • , Q :,. e . �. ... '.+:: 'iiieu" ';: t:. v::• ubtiM':t id�Uxb: f� :+.' z ;3: z �W Q D JU UO WH CO u_. wO J u. ?. � �W z �. E- O z I— O N W u. O •z W N O z �J(wILA, w, CITY OF T UMI L . ` o Community Development Department Public Works Department Permit Center 1908 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Building Permit No 4 4-- f i 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'LOCA,TION r King Cc Assessor's Tax No.: 33 6 590 O L`15 ` 03 Site Address: r t� Ay v-� • S o • Suite Number: Floor: Tenant Name: Ro ty�1: New Tenant: .... Yes [-] ..No Property Owners Name: V �Z KG l A VA. V4 t C k<5 Mailing Address: ':5 EA i F E LLy A 5 tAq • Re R , Val A • q tbo57 City State Zip ' CONTACT PERSON a ' y i uw �j ���.., 7n�a Y r * f eta f ! 7 l t kJtr e � t � •v, : V' eh '� rY.�. � t,, 5,`�r,' .$...V .. .."4..4. Name: Ilk SOU t (gaRG l A YA • UdS Day Telephone: 206 35'6 613 Mailing Address: A(V F N. RFRtQ 6 't N A • y b 5 5 City State Zip E -Mail Address: .U 6(ch ho' fl`ta:% t o co Y`n Fax Number: =° GENERAL.C.ONTRACTORYNFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHETECT OF;RECORD; Allfplans must be wet stamped by Architect of Record Company Name: Mailing Address Contact Person: E -Mail Address: City State Day Telephone: Fax Number: Zip "; ENGINEER OF: RECORD -All phns : must be weE stamped iby Engineer:of Record y Company Name: Mailing Address: City State Zip Contact Person: E -Mail Address: Day Telephone: Fax Number: Z ~ W � D JU UO CO W W= (D LL WO LLj Cl)O = W Z� F- O 5 W LU U� co_ W W H O W Z U= O� Z \applicationa \permit application (3-2003) ; 3x003 Page l AIL {?'r,�'S+" �T3!+ri1X�Y%1'f�'?{�5!'L!xg7ay!v "";^ �N��," uN,? NYf n. �f/ aaNw'/ �FM! aH�A !yPR+�fer...rY.,w.f:".e;�.:e��f n r :vaYA'!!':i!;` RPM:! RA�11 ° . `�`P.R�l�+�7d��.P�,.�4k f BUILDING PERMIT INFOR1VV_ . ION - 206- 431 -3670 � Valuation of Project (contractor's bid price): $ _ Existing Building Valuation: $ t 000 Scope of Work (please provide detailed information): REMt9URt~ O p�.ASt�tZ FtZA't'n UJR� -�-�, �E 5Ne fA RMK CRECW -f- P(LL vulrttt% UPGR M TO 2,00 AM? SARV 6F pAK�,I_ , RehS \CVVCAM R Dkte lw5'C t a Z (\ A f?o0M OCR 5ecoN 'P)R' LNCS U,PS_'1` , �V?j \MM )OWS "T v (Nn I Re�?�,RGE F to Loo c<t KW f<E�3tKkL_1D potZC\J Qm AthLD `B PS 2�1'LA�E ('f.u,1m�ING z�1ntT Will there be new rack storage? ❑ ..Yes ®.. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for 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 PROTECTIONIHAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm []..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes E4.. No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. \applications \permit application (3.2003) 32003 Page 2 Z i� ~ W JU 0 ND C0 tu J = H DLL WO LLQ N :3 S �W ' Z H WO w U� ON o H- W W H � O Z W U CO. O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per UBC Type of Occupancy per UBC P! Floor too `7jQd 2" Floor ,.� 5 0 3` Floor Floors thru Basement Accessory Structure* Attached Garage . Detached Garage Attached.Carport.:, .: Detached Carport, Covered Deck Uncovered Deck PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for 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 PROTECTIONIHAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm []..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes E4.. No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. \applications \permit application (3.2003) 32003 Page 2 Z i� ~ W JU 0 ND C0 tu J = H DLL WO LLQ N :3 S �W ' Z H WO w U� ON o H- W W H � O Z W U CO. O Z i J, t t' J. A , y } I, I , PUBLIC WORKSTERMIT:ITI RMATION = 206 = 433-0179 ' f Scope of Work (please provide detailed information): Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑... Water District # 125 ❑ .. Highline ❑ ...Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑... Va1Vue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate ❑... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size - 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ... Traffic Impact Analysis ❑ ...Bond E3.. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑... Hold Harmless Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use - Potential Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone ❑ ...Total Fill cubic yards ❑ .. Storm Drainage ❑ ..:Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " ❑ ...Permanent Water Meter Size... WO# ❑ ...Temporary Water Meter Size.. WO# ❑ ...Water Only Meter Size............ WO# ❑ ...Deduct Water Meter Size........ " ❑ ...Sewer Main Extension ............ Public Private ❑ ...Water Main Extension .............Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: - Day Telephone: Mailing Address: Ci state zip Water Meter Refund /Billing: Name: Mailing Address: Day Telephone: City State Zip lapplicationslpertnit application (3.2003) 312003 Page 3 Z Z W QQ� WV UQ Cl) co W J = F- NLL WO LL Q co J T O F W Z = 1... �O Z F- W W U O - o f- W H� u. O .Z W CO O Z Am _MECHANICAL PERMIT INFM. ATION _ 206'-431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: City State Day Telephone: Fax Number: Zip Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... 11 Replacement .... F Commercial: New .... M Replacement .... M Fuel Type Electric ..... M Gas .... F1 Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: .. Qty Unit Type: Qty Unit Type: Qty : Boiler /Compressor: Qty Furnace <IOOK BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace>IOOK BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator - Comm /Ind PERNHITiATTLxCtATION NOTES "Appl>icable'to all'permits th>s a phcatiola�, z �y . .x; 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. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. 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 OWNER OR AUTHORIZED AG Signature: UL � Date: 03 0 Print Name: CsFoRG'IA N JOb� " �j�(tCkS Day Telephone: 206 53�$i Mailing Address: 3'� P1� l-l-�( /�U F f.( RGNt0N( City state Zip Date Application Accepted: 1 Date Application Expires: Staff Initials: lapplicationalpermit application (3.2003) 3/2003 Page 4 Z I k- W Cr.� JU 0 W� C0 U_ WO LL Q N 2 �W Z F- t O Z H �5 U� O N D H WW H� tL O --Z W U= O Z ,.,� . i�:` ;knd�:.' 'U¢c ';t:�:�Ciri §i+•iT 4��"li�� :.{ ��. - M.. 1908 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: j Address: Suite No: Applicant: Receipt No.: i Initials: f User ID: Payee: z .= Z w UO �o J = H �U- W O J �a = W z� �O z r-- W � o O co C3 H W U — ~O •z W z 3365900175 Permit Number D04 -111 1420156 AV S TUKW Status: APPROVED Applied Date: 04/01/2004 WICKS RESIDENCE Issue Date: R04 -00536 SKS 1165 Payment Amount: Payment Date: Balance: 647.00 05/04/2004 04:50 PM $0.00 GEORGIA WICKS TRANSACTION LIST: Type - - - - -- Method Description - - - - -- Amount -- - - - - -- --------------------------- Payment Check 5403 647.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts -----------------------= - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 642.50 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 647.00 :1. 1,106 9716 TOTAL 647.00 i doc: Receipt Printed: 05 -04 -2004 } :g fsns Cit y of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3365900175 Address: 1420156 AV S TUKW Suite No: Applicant: WICKS RESIDENCE RECEIPT Permit Number D04 -111 Status: PENDING Applied Date: 04/01/2004 Issue Date: Receipt No.: R04 -00390 Payment Amount: 208.81 Initials: SKS Payment Date: 04/01/2004 09:16 AM User ID: 1165 Balance: $647.00 Payee: GEORGIA M. WICKS TRANSACTION LIST: i Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 5041 208.81 j ACCOUNT ITEM LIST: i Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- I PLAN CHECK - RES 000/345.830 208.81 Tota I : 208.81 doc: Receipt Printed: 04 -01 -2004 ` 45 04/02 MO • 1 • 0 TAI. 1 200.81 z Z �U UO W� N U- WO U- Q fn � = d . W �O w � o, U O - , a H ' WW !6O Z L1J U =. O F- Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: t Type of Inspecti . Address: S.6 Date Called: Special ln trUctiorl Date Wanted: a. ...- p.m. Requester: Phone No: 56 , Approved per applicable codes. F1 Corrections required prior to approval. Receipt No.: Date: Z Z �W UO N C3 C0 W J H S2 LL W O 9 Q N� _ CY �W Z� H O. Z t- W U� ON 0H .W W H� �O .Z W U =. O Z L " I paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit ` INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION 5 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (; . j 206)431 -3670 P o'ect: '� l Type of Ins a ton: Ij I A dr Z� � , Date Calle Special Instruction-s: Date Wanted: a. Requester: h n N t. J c N. — a Approved per applicable codes. Corrections required prior to approval. COMMENTS: z �4 4e Inspect- Date l �/ $58.00 REINSPECT) FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. teceipt No.: Date: z Z �W JU U O o co 9 L WO LL Q co = �W ' Z H I— O W ~ W U co OH W W H 5. LL Z W U N o� z INSPECTION RECORD oq - if Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 -3670 Pro'ect: 4 `c S �A - . Type of Inspec ' n: I /c.a A e S s�'� � � ^��. Date Called: Speciz I Instructions: (✓' � 7Z� �_ ,Zoo --7'c b '"t Date Wanted: ` .a. . Requester: •� Phone No: .' "" _ ved:Oer applicable codes. Corrections required prior to approval. �Appro COMMENTS: { �. std a t i $58.00 REINSPECTIOfN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. IReceipt No.: ( e: Z = F- �~ W UO ND co W J = I— Lo LL WO 9 -1 LL Q =a I.-W Z I— WO W U� O- o ff W W H F U- - LL O lJ1J Z CO) O Z INSPECTION RECORD kof -I Retain a copy with permit D k)d — INSPECTION NO. PER NO CITY OF TUKWILA BUILDING DIVISION .3 6 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 =3670 i� Pr ject: Type I spection: Address: O Dat Called: Sp cial Instructi ns: Date Wanted: , P. M. 3 o ((:z � 5 11?ho[@ Requester: No' l5� v 1 Approved per applicable codes. Corrections required prior to approval. Receipt No.: Date: Z ~ W J U. UO N J = C0 u WO 9-j LL _ CY W Z H O W LU �p U D f- WW �0 LL Z W U =. O Z L--' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit �� l INS PE N NO. PER I O. SQ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)43 -3670 Project: �(_ Ty e of Inspe tion. 1 A dr ss O Date Calle 50ecialIns ructions: Date W t :1 : a . �- M. Requester: ig � ^ � Phone No: V f t M Approved per applicable codes. F1 Corrections required prior to approval. teceipt No.: Date: 01 Z = Z �U U Cl) W = I— S2 W WO U - W W 0 �5 U � ON OH WW F— lt. O W Z U CO). 1= � O Z '—' paid at 6 Southcenter Blvd., Suite 100. Catt to sechedule reinspection. INSPECTION RECORD Retain a copy with permit -- It( S� INSPECTION NO. PERM NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06) 43 -3670 Project: C Type o f1sp ction: Address: ` C Date COW: SpetiaP Instruc ons: Date Wanted: d,m, V.� .m. _Requester: "-) 6 Phon i 1 t 1 Receipt No.: Date: WA 4 I Z '~ W .J U cU 0 (D 0 C0 W W = �U- W LLQ cf )� S CY W Z F F- O. W ~ W U� o� W LU HF- LL: O W Z U N p _ O Z L--' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD r Retain a copy with permit a i INSPECTION N0. FO JO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 431 -3670 Project: A ) i LL _ 1 Typ f Inspection: �'� l' -�� Address: ` 1 Gu Dat Called: S; Inst uctions: (' Date Wanted: .m. Requester. Phone No: Approved per applicable codes. F1 Corrections required prior to approval. receipt No.: Date: r Z = H- �~ W 0 0 w= co LL w O. La co) = F- W ' Z WO LLI �p U OH W U u" O W Z co F= O~ Z LJ paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD l Retain a copy with permit s` INSPECTIO NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)43 -3670 Pro ect: _ - Type of Inspection: _ s I Addre s� C Date Called: Spic Z Date Wanted: a,r'n. p.m. Phone No: Approved per applicable codes. Corrections required prior to approval, COMMENTS: -AZ ZA= Inspector Date $58.00 REINSPECTION F19 REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.; Date: Z Z �W �U UO N co LLJ J = 0U- WO L L N:3 Z CY i.- W Z� H O W H W U co o I- W w. U ~ O . ti l Z U co * O Z INSPECTION RECORD �--� Retain a cop with p ermit g -1 INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 0 Inspect / v Date: $58.00 REINSPECTION FEE R UIRED. Prior to inspection, fee must be Paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Pr ject: 11 Type, of Ins : I Ad ess• © Dates Ile Sp ln� tr uc ti n Date Wanted: .m. p ! D �- n Joe Requester: . J-74 Phone N rq > y3 -- - U Approved per applicable codes. Corrections required prior to approval. Z �Z W QQ g JU UO Co o J = I!— N W WO U. to �. = C% �W Z F- ' HO W ~ W U0 O N W 2 H� LO .. Z W U =, O~ Z INSPECTION RECORD Retain a copy with permit L) W PERM . S:& INSPECTION NO. CITY OF TUKWI LA BUILDING DIVISION 6300 Southcenter Blvd., #100 Tukwila, WA 98188 670 Project: Type inspection: 4 . Ad r ss: {� �\/ i Date Called: to _ Special Inst uctions: �1 (9- (3 0 1 g Date Wanted. D a m. p.m. Requester: 13 . — Phone No: c e r Approved per applicable codes. Corrections required prior to approval. COMMENTS: IV I�L I Z '~ W JU UO N ° C0 UJ J x �LL wo 2� LLQ to = l.-W Z I: I- O W �5 v 0 1— W W LL Z 111 Cl) O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PA r a t , Pro t• T Type of Ins ection: e t I rIl V Receipt No.: Date: Z ~ W JU UO 0 CO r~ CO U . WO 2 La = a �W ' Z H H O W ~ W. U� O� 101-- W 2 � U' u. ~O. til Z U= O H Z u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD. Retain a copy with permit -� INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd.,el 00, Tukwila, WA 98188 (206)431 -3670 . • �Yj Project•• � Type of nspecti Receipt No.: Date: Z " W UO N� J S2 LL WO LLa CO) �W ? �_ F— O Z F_ W W U� O N. 0H W �U u. ~O ill Z U CI), O Z `"'' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .� Add a s: �" Date Called: r� Special Instructions: v `i Date Wanted: a 04 p.m Requester: Phone N �j o' .�— /� oV ` Z " W UO N� J S2 LL WO LLa CO) �W ? �_ F— O Z F_ W W U� O N. 0H W �U u. ~O ill Z U CI), O Z `"'' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE MIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 C M41 �3 1. 670 PrTM e Type of Insp ion: , acv A : Date Called: speci al Instructions: Date Wanted: a.m. .m Requester: t Phone No: Receipt No.: Date: g� Z }�— Z �W QQ JU U ND Cl) J �- U) L WO L L ND _d �W ' Z I~ 1-0 Z II— 5 U O� 0 C- WW U LL ~ O 111 Z U= O Z paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD l Retain a copy with permit INSPECTION NO. PER O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje t: kc L Type of Ins c ion: , Addres - ' Date Called: _ u Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Inspector: L Date: ` $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z Z �W �U U CO J � Co u_ wo 2 9a U� = CY W Z H Z� �5 U� O� D � W u. O ILI Z U =. O~ Z IN PECTIO R ORD LV S N EC _ Retain a copy with permit INSPECIMON NO. PBt CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr * : I I Type of inspection: A re s: Date Called: r Spe is instructions: Date Wanted: ep .m. Requester: Pho No: 20 o - 1 1 �Z9 Approved per applicable codes. Corrections required prior to approval. Receipt No.: Date: Z iF— Z �W a� JU UO W J TLL wo LL C0 = W Z� H O Z I-- W �p U O N, � F- W W U O. 11 l Z U= O F" . Z I_""i paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. L / INSPECTION RECORD b Retain a copy with permit INSPECTION NO. PEMaT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: i Type o nspection: Address: �v ,4q Date Cal d: ' Spe ial Instructions: Date Wanted: a.m. .r• � '.m Requester: Phone No: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be mirl at 6100 SnuthrentPr Blvd__ Suite i nn_ rail to srhedulP rPincnertinn_ � JU UO W= �LL wo LL ? �CY = W H ? H ZO �5 U� ON a l— WW U O .. Z. w CO) O Z 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 Project: Type of In / spgttion , Addr ss: Date Called: Spe ial Instructions: Date Wanted: a. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: j Inspect Date: /� 1 " C/ j F� $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection eipt No.: Date: t MR z �W UO 0 w W (L WO J U. Q CO = �W I— O W �5 UC3 O N �H W IL O . z . W U= o� z M EON RECORD J Retain a copy with permit_ � �t INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 91 Corrections required prior to approval. Prop jec Type of Inspection: U� A dress: Date Calle S .�. 1� Special Instructions: Date Wanted: m. p.m. Requester: 1 Ph ne N D o: -9 - 0 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be t paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �R .'i., 1 n' , 1. Z Z JU UO W W LL WO La N� W Z = H W � U O N O H WW HL) U. O ll.l Z U =. O Ir z �! d d 7_/�.. /lid i • / �..r`_1 I � $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be t paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �R .'i., 1 n' , 1. Z Z JU UO W W LL WO La N� W Z = H W � U O N O H WW HL) U. O ll.l Z U =. O Ir z �! d d 7_/�.. /lid i • / �..r`_1 I �1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be t paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �R .'i., 1 n' , 1. Z Z JU UO W W LL WO La N� W Z = H W � U O N O H WW HL) U. O ll.l Z U =. O Ir z INSPE ION RECORD ' Retain a copy with permit INSPECTION N0. PERMIT NO.' CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: / , �� Type of Ins ction: Addres � � � � �� Date C Iled: Special Instructions: Date Wante / a. b Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ll F h � 2e Ai&4 G/ d� 17 U 0P,40 4--e yv Z,' / ?� a-AL I CAP Inspector: Date: X47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Ivd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z *.- Z IX W t�t � JU U Q W� S2 LL WO J W Q N _. 2 W Z H- H O W ~ W U� O - o�- W H L). W Z 111 U= OH Z INSPECTION RECORD Retain a copy with permit INSPEC I ION NO. CITY OF TUKWILA BUILDING DIVISION-' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: � �' Type of Inspection: Address: / / � J, ,� Date Called: Special Instructions: Date Wanted a. m. p.m. Requester: Phone N X Approved per applicable codes. ❑ Corrections required prior to approval. • L 1 1Lt.. R PM �I/'- FAY s 01 Receipt No.: Date: i I . r 1` I ❑ $47.06REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z ;- Z �W QQ� JU UO U J x �LL WO LQ N� _ C1 �W Z� H O W � W U� O- D H W O W Z U C() O Z Ir ' ' t 'INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE � T j N. CITY OF TUKWILA BUILDING DIVISION ���' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: / Type of I ection: Addr s : Date Called: Special Instructions: Date Wanted a.m. vv Requester: Phone No: Fl Approved per applicable codes. Corrections required prior to approval. • UW5V _ 1 — $4f fREINSPECTIOMFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z W �U UO W = J � N U- WO N C%. = W H Z �. 1— O Z I— W � a U� ON o I- =U F- F W Z I.LI U= O Z COMMENTS: Address: I L4 �2,0 1 JS Date Called ;CS _1 --0 Special Instructions: Date Wanted: 5-- a.m. -4 1 p.m. O ✓' Requester: r � Phone No: • TO olbv 00 VV\ 1 � of ` c. �vLj w► I` � I t s.. Ck l; c a -e $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, INSPECTION RECORD ' Retain a copy with permit lwq INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of } t rxs pection: 1G S S • pre V Address: I L4 �2,0 1 JS Date Called ;CS _1 --0 Special Instructions: Date Wanted: 5-- a.m. -4 1 p.m. Requester: r � Phone No: / Approved per applicable codes. Corrections required prior to approval. Z i= Z �W JU UO 00 J � U- 10 95 LL N �. = �W Z� I— w0 U� LLj N 0 H WW H �. LL O UI Z U= O Z INSPECTION RECORD U Retain a copy with permit t INSPECTI N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION -'%­ �Y;��'h 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project /ZI Type of spection: Address: Date Called: Special Instructions: Date Wanted: gam Requester,: f I . :I I i i i i i i I I Inspector Date: i $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i i Receipt No.: Date: � DW . Z QQ Sz �W QQ� JU U O� CO) LD w WO L? � �w z �O W �5 U� 0 00 0H WW H� �O w Z CO) O Z notice and order stop work violation notice and order stop work violation FRE Copy REMODEL ..... ..... ..................... it NO. Page I Residence: 14201 56th Avenue S., Tukwila, Washington 98168 -4509 Parcel #: 336 590 0130 FIM flMan approval is subject to errors and om Owner: Jody Wicks - 425.227.813 of ConSbjCWn moments does not authorlm :::.:::: :.............................d f�`rekiY; -fit ns is acknowledged: 2. Addendum to City of Tukwila Permit Numb 4 „B uorove I April 30, 2004 INTERIOR - Attic V a. Structural upgrades to load - bearing walls throughout j (1) per f ames Johnston, Structural Engineer, Calcula (a) See pp. 17 - 40 of 40. au b. Structural upgrade to main level floor (basement ceiling). (1) See pp. 2 of 40 and 40 of 40. c. Structural upgrade to second level floor (main floor ceiling). (1) See pp. 7 of 40 and 39 of 40. d. Structural upgrade to attic level floor (second level ceiling). (1) See pp. 9 of 40 and 38 of 40, 3. INTERIOR Basement a. Replace walls for existing toilet. (1) See pp. 3- Sof40. 4. INTERIOR - Second Floor a. Construct stairway to open acces (1) See pp. 10- 13of40; 16 of 5. INTERIOR - Attic a. Expand existing floor area. •r I /S of 40 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 12004 attic. I City Of Tukwila BUILDING DIVISION g` !1 O I ttached. ION "VC5 ON SEl6E1S 5 ar• r/l. C "OF ruk yv JUN 2 3 2o 04 P FAM/rCEM• ER (1) Seep. 15 of 40. (2) Remove existing I x8 flooring in order to complete structural upgrade. (3) Seep. 9 of 40. (4) Replace with 3/4" OSB or better subflooring. b. Construct walls. (1) See pp. /S - 16 of40. (2) Framing: 2"x4"- 16 o/c (3) Drywall: %" c Install three 24 "x42" skylights in north- facing roof tl See S`rQ�ut,'c't� lR.u.L. Ca.lctx. \cx• u,ti - - �v�. .++. >n +�aam ,xva�xw�.a.,. :x �• amr� f.r -�•�.: ^n.�'. r.. s r.. r. �: r. e. kfi ,,.e•+±firP.y ?i55�,v�`y:'1�'�yh z ;~ W 6 UO UD J = H U. w L? � = w z� HO z t_ w w U� O - o�_ LU LU F_- LL O Wi z CO o� z x 1 o Existing wall Proposed wall 22 26'6" WICKS PROJECT BASEMENT CONTACT: 14201 56th Avenue S. EXISTING STRUCTURE NELSON ENNS Tukwila, Washington 206.200.1129 kNNk[. ilk:) RYfi' Cin !'.�'��`��YI(ri/NifJM1�+l.Kwfb /u a.+m+NY.'aw I I 4 Z ~W JU UO (/)0 J = t - CO) LL WO J IJ. Q N = _ d �W Z1-- t— O Z t— W W 0 0 0 H WW u. O W U� O� Z It Existing wall Proposed wall i 22 1 6 11 26'6" 00 N WICKS PROJECT BASEMENT - Addendum CONTACT: 14201 56th Avenue S. STRUCTURAL UPGRADES NELSON ENNS Tukwila, Washington 206.200.1129 2 o �b kN MMlmwrrw a„vaw.racraw� �w+. arwo-wsN�+ Fw�KCm' n* nrs« �* wY. eaP1�T iY4: RW4' �R�5av5TVA*.+ Y�fiY�Ar. Y�tws+Y:.R+:m.?t:Na�?ik�++5m,: ryCMtmsb'rMtFltl'�.+yf,'+;('Y�, ° — �?'.F'���!!st�. .� Z ~ w � L) 0 NO C0 11.1i J H to LL WO r r �J LL Q N = �W Z H O Z lr- w 25 U O- OH WW C~ u' O Z W L) O Z Existing wall Proposed wall 22 P.4". co c WICKS PROJECT BASEMENT - Addendum CONTACT: 14201 56th S. ENNS Tukwila, Avenue Washington NELSON NEW WALLS FOR EXISTING TOILET 1 206,200.1129 1 z Uj D 10 U 0 ND co LU J = to LL 0 N _ �ILILJ Z F- 0 Z H W LLJ 2 5 D 0 0 cf) 0 D LLJ Uj 1: C F- LL 0 .. z LU cf) 0 F- 0 Z LVI REVIEWED FOR CODE COMPLIANCE ' Hl. ...... p,�►�Qnl/EIa JUL 2 12004 108 Util Sink vv�ED V Of Tukwila ING DIVISION Add Utility Wall 2x8" 16" O/C role w1' � o Existing wall ................ Proposed wall WICKS PROJECT BASEMENT - Addendum CONTACT 14201 56th Avenue S TOILET DETAIL NELSON ENNS Tukwila, Washington 206.200.1129 I/ OF 0 Z 00 mo J = 1— �U- w w Q co _ = cf �w Z �. I- O w ~ w U� 0 =U -O. 111 Z U cf) z '_G. it�� :it'ci+Fti`!ut � "',$: •' T,i�WVi:( +' 1,++ 7" +K. -------- - - - - -- I t I � 1 \ 1 \\ l I � Existing Toilet M 1--------- - - - - -- ►-- 1 J � i I I � , I Add False Walls ' 1 _______; 2x4" 16" O/C I- - - - - -- , 1 � , � , 1 i i 1 1 i i 1 ------------------------ - - - - -- - I V Of Tukwila ING DIVISION Add Utility Wall 2x8" 16" O/C role w1' � o Existing wall ................ Proposed wall WICKS PROJECT BASEMENT - Addendum CONTACT 14201 56th Avenue S TOILET DETAIL NELSON ENNS Tukwila, Washington 206.200.1129 I/ OF 0 Z 00 mo J = 1— �U- w w Q co _ = cf �w Z �. I- O w ~ w U� 0 =U -O. 111 Z U cf) z '_G. it�� :it'ci+Fti`!ut � "',$: •' T,i�WVi:( +' 1,++ 7" +K. t OL ' 2" D2�(w�C.l✓ �faf0?- � 0 :o REVI FO 6 CODE CO M LIA9 i APPROVED' S MuirI ION JUL 2 12004 1 (Q(1 p&) � � j�tiNDpU1 I li yywktc• 74 UrII,1TY Ww, l'F City Of Tukwila 61 LET C eK ISTI rJG, VG JD qxb BEA4 awsToJ6) W WN-1 , . 16 oz 6K POST (gis W �:sr WA -i,(. Z-x `b" I V O /c , i;PcST�NOQ.'��o1�*H lNk� I e" ofc o Existing wall ................. Proposed wall WICKS PROJECT BASEMENT - Addendum CONTACT 14201 56th Ukw il a ,W Avenue n NEW WALLS FOR EXISTING TOILET NELSON ENNS T ukwa, Washington 206.200.1129 P i� '~ w UQ W �LL W j CY ry W Z O W UJ Dp U o� W I- r ui z U= O z f Existing wall _ ................ Proposed wall 10.25' 22 26'6" WICKS PROJECT MAIN FLOOR CONTACT: 14201 56th Avenue S. NELSON ENNS Tukwila, Washington REMODEL APPROVED 206.200.1129 6 OF z hq rV I Z '~ w D UO (/) C3 C0 LLI W = F.. N LL WO �Q N� t.W Z H F- O Z E- 25 Dp U 'O N � t— WW H� u. O .. Z. W U =. O Z r o Existing wall ................ Proposed wall WICKS PROJECT MAIN FLOOR - Addendum CONTACT: 14201 56th Avenue S. NELSON ENNS Tukwila, Washington STRUCTURAL UPGRADES 206.200.1129 �o1c 'YO +nxfi, rx7,umA,NCr gVMt OK" rri i Z i — Z �W QQ JU U co o C0 U.11 J = CO) LL W } WQ co = �W Z = H- F- O Z H- LLI5 U� ON D F- WW HL) �- O •• Z W U= O Z I 77 84 3 $1 Pocket 2 Door MASTER BATH -------------- ----- ----- 3211 - BATH Stack W6 124tt X It 24 0 M A 35 .Y BEDROOM (SE) 46 Header Beam 7 MASTER BEDROOM (NW) Linen storage 24 4 0 A in 11 10 Zo BEDROOM (NE) 4 Budt4n storage under REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 1 2004 City Of Tukwila BUILDING DIVISION Existing wall Proposed wall to C\I WICKS PROJECT SECOND FLOOR CONTACT: 6th Avenue 14201 5 S. REMODEL APPROVED NELSN ENNS 1 Tukwila , Washington 206.200O.1129 IW Z W 2 �U D 00 Cl) a C0 W W C0 U- 0 2� 9-1 LL U) CY W 0 z �- W LU 5 co 0— O H WW 5 0 z co, PX 0 z r REVIEWED FOR CODE COMPLIANCE APPROVED z W � WV UO N J N U. W O U.Q N d = W H = Z N F- O z h- LU5 U O- o f- WW U. O: z w U= O �.. . z V, % 1110 N••I.4 >.•..' , !. •r •. ,rr >:•ri:• /. i. �•. Y. 4: it 7:4 ,. •Y. ... •. Y. • %! .. •r •. r,. Y.� ... Add- -�'''" • %•)' •Y % %•r /.4r • %•, •.n .:vr 2 "x411 r 3VAY,R ii{ 10 /. %Ai' /.A% %•10%V..H% 41.4%4% 'A V. %4%%4%4.%%4% n %4 %V. ni %Gt %4% S! %JS %A��/. %105 ;,,h• /.h ' 16" o/c f /. , /. ..0 . . /. ,n A ,/. ,/. A /. /. ,/. . A /. A ,/. .. A,I. , ,A ..0 , ,, ,I. , ./. /. ./. Attic Floor—' Existing Rafters 2 "x4" -16" o/c Ne REVIEWED FOR CODE COMPLIANCE APPROVED z W � WV UO N J N U. W O U.Q N d = W H = Z N F- O z h- LU5 U O- o f- WW U. O: z w U= O �.. . z 77 3* 84 2- MASTER BEDROOM (NW) Linen W..g. if 24 0.7 48' 40 11 .................. X: 35' �j UP Closet under -- ------------------- 10 co BEDROOM BEDROOM V 00 00 (SE) (NE) X, 8 36 36 Ut-in storage under X. - ----------- MASTER BATH so t 1 1 t ----------------- BATH ..J ............ -------------- 80 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 City Of Tukwila BUILDING DIVISION Existing wall ---­-------- Proposed wall .............. M. 24 24 to to C\j WICKS PROJECT SECOND FLOOR - Addendum C ONTACT: 14201 56th Avenue S. NELSON ENNS Tukwila, Washington PROPOSED REMODEL - STAIR TO ATTIC 206.200.1129 I /0 Of r � A 3 11 Pocket 2 Door iii) 46 Header (A 'Ir 1: : , .1 Beam T6" ---------- 36N36" :A (A ra 32'T. 44 Post M' Stack z Z W � QQ 2 D 00 (00 (D LL1 W C0 LL w L CY Uj z 0 z II­_ Uj L U 2 :3 D 0 10 co 0— 0 II__ Uj LLJ 5 —0, W z U X U) O ~ F- z It REVIEWED FOR CODE COMPLIANCE APPROVED JUL 21 2004 City Of Tukwila (6fir1To& BUILDING DIVISION gay % 0�c D94 4U., . � i j �4 �id15F0Ut2 ' I Ex 5 Trf�6 - ;# 1 "170th O F % ?yc4 S ivcArt. 11P6R}ftve, x i � Q" '7R�P�DS • -1 — — WICKS PROJECT ATTIC STAIRS - Side Elevation CONTACT: 14201 56th Avenue S. NELSON ENNS Tukwila, Washington PROPOSED REMODEL 206.200.1129 /j oF 1�0 !• d JfSStiCY'�Yi:.Sk"i1 i. . 1 z JU UO (I)c W= J cl) LL W O U. Q. c =a W� W D 13 U N , O H W H� u. O til z U= O z V 0 N K914" Y KcvttVVED FOR CODE COMPLIANCE APPROVED JUL 2 12004 City Of Tukwila BUILDIN DIVISION 1 I 1' I I , II , ' ' I l i L I 1 WICKS PROJECT ATTIC STAIRS - Front Elevation CONTACT: 14201 56th Avenue S. NELSON ENNS Tukwila Washington PROPOSED REMODEL 206.200.1129 !Z 0 0 r- �0 Z W � D JU UO N° J = U. w o UQ C/) =a �w z �- O w ~ W v O �' °�- W �O .z w CO) O Z / wl�l�tiJ R VI WED FOR CODE COMPLIANCE I I f AP�ROVEO � JUL 2 1200 t f I City f Tukwila BUILDI G DIVISION I S � � 1 � I ( ! F TI I WICKS PROJECT ATTIC STAIRS - Front Elevation CONTACT: 14201 56th Avenue S. NELSON ENNS Tukwila Washington PROPOSED REMODEL 206.200 ..:i76�•t5e%. ' j. as4;. aLL.M .;a:`+kr�'fi tl "i5:ut�'��.w.#= �;a �'hr� . �i„t'3iaA.� 't., .r •s� r �:� Z �Z W 00, _` DU. WO J U� B = W z r O W H W U� U OH WW H FU-- �O iw Z U� H H z �J s 1 ' i Second Floor Rafters , 2 "x4" - 16" o/c , i t i ` Attic Dormer Roofiline Roof line Existing wall Proposed wall WICKS PROJECT A171C CONTACT: 14201 56th Avenue S. EXISTING NELSON ENNS Tukwila, Washington 206.200.1129 /'� or �d ' L'rmu.. es��S::f.1�3:u+J1v:.:n.. JSM '.��`.� -. .��"«..+Sw+: • � = -- a_' 41. Y".< x,. 9: t.: u7':; k5��,^ J:: « "L::= MI't•.'.r'7.r'ii'1.!.: - .. ..........�.. ..,. z ~w JU UO U �_ F- 0) LL WO La = �w z E O w �5 U� O� Q Il.- W W H - z W U= O~ z V. Attic Dormer Roof line A DDROVED ( JUL 2 12004 City Of Tukwila BUILD DIVISION Existing wall Proposed wall WICKS PROJECT ATTIC CONTACT: 14201 56th Avenue S. NELSON ENNS Tukwila, Washington PROPOSED REMODEL 206.200.1129 /,S of * Z Q •• i Z \/ W L W JU UO ,,^^ o V/ U W W V/ U. W O G q J U- a C0 D T — i W Z F- 1— O Z H W W U O— W W U U- ~ —O Z CO W U- - .L O Z tuL Y4Sit7W )ypy�hy,��liiMat} .�.y1��4'Y �.Hi.I�Y���s{y�; ul tT. ?V+�,3•4.� � ., t.4X�.n. }+ e r g N �� ............. M. �. .�a "�. • wa., r...•- ...+.s., a..«- +.w. -..... ..,..w.,�}�'•:.... f. Y�v Yw.2''r'^y.0 \ \ Second Floor Rafters ' \ 2 "x4" - 16" o/c .' 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'ill.:.: +ff•: r f.... r ;.:.:..... ..�."......; ... .�7 iii:; }:f:•: >.i�:;•? r.:vvm ti4;ti ?:4:?..i {•: ;4;: •'fiat:; {•; {! >.ff: :•:: : ::::.::::: :::v: •: ::.:::: :: :) +kkkY:i:2 ::k't'TkkYYkk kkk #',•'ice: `:k %k }`. }:: i:i:`; #::: #fiii)ii #;:iii iiii: •: '• t : :fi ;;:. }: !• }:•S: :ii f� it ':' :•. w: :.::..... {!•' }:•.... .::: v :r ............... .:; {;4: {Sir. {{ : {•: { { {; {:.: ...:....»:::::::::•::v:::::: i:. :. 1 \: DOWN >� >�:i wit?; i {::i::iii::i::: •. ::ii::i::iiii•:i +•:? •::• :. • ::.: :.:::::::: }:!•:; }::::. �::. � ..:..:.;•: is 1 ' 1 Y:ti: t.: 1 !f +r 1 `\ \\ 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 t t 1 1 1 1 1 1 I t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 i 1 . 1 1 1 1 1 1 1 t / 1 / 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t i 1 1 1 1 1 t ♦ 1 1 ♦ 1 1 � ` � ♦ 1 1 i ♦ 1 ------------------------------------- --- ----- - - - - -- - -. — - -. ---------- Attic Dormer - ----------------- - - - - -- EdIEd11ED FOF� C���IPLIANCE Roof line A DDROVED ( JUL 2 12004 City Of Tukwila BUILD DIVISION Existing wall Proposed wall WICKS PROJECT ATTIC CONTACT: 14201 56th Avenue S. NELSON ENNS Tukwila, Washington PROPOSED REMODEL 206.200.1129 /,S of * Z Q •• i Z \/ W L W JU UO ,,^^ o V/ U W W V/ U. W O G q J U- a C0 D T — i W Z F- 1— O Z H W W U O— W W U U- ~ —O Z CO W U- - .L O Z tuL Y4Sit7W )ypy�hy,��liiMat} .�.y1��4'Y �.Hi.I�Y���s{y�; ul tT. ?V+�,3•4.� � ., t.4X�.n. }+ e r g N �� ............. M. �. .�a "�. • wa., r...•- ...+.s., a..«- +.w. -..... ..,..w.,�}�'•:.... f. Y�v Yw.2''r'^y.0 2xle F- f? Fi6ZS M t. rW rA U. VA R - 1 5 17 f A'. 1c'+ 0 h! Existing Rafters 2'x6" 24' o/c Existing Dormer -_-_ Roof - WS walls 36" high 2 "x4" 16" o/c 11 11 11 11 11 t1 11 11 11 11 11 1, 11 11 11 11 11 11 1, t, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, t, 1 1! CODE REVIEWED FOR NCE APPROVED CitY Of Tukwila BUILDING DIVISION JUL 2 12004 "I S 19� 3 - 24x42" Skylights 1, 1, 1, 1, 1, t, 1, 1, 1, 1, 1, 1, 1, 1, 1, t! ,r tl 11 11 11 11 11 11 11 11 „ It 11 11 It 11 11 1� 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1 I! 98" floor to bottom of ridge board 90" I I Ceiling t, E )US ; . fing.Windaw:. : 64" 1 , J 1 i - i-___-�__ _ lii 11 1 1 , � 11 11 1 3 - 24x42" Skylights 1, 1, 1, 1, 1, t, 1, 1, 1, 1, 1, 1, 1, 1, 1, t! ,r tl 11 11 11 11 11 11 11 11 „ It 11 11 It 11 11 1� 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1 I! 98" floor to bottom of ridge board 90" I I Ceiling t, 1 , I , 1 , 1 , 1 , 1 , 1 , I I j 1 1 i 17 --- - -- --$i i 36" Pony Wall 1 1 t l 1 1 t l 1 1 I , r---- - - -T-, 1 1 1 1 1 1 I I 1 1 1 1 _ --- - - - - - y t 1 1 1 1 1 t 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1----- - - - - -- 1 1 1 1 1 1 1 t l 1 1--- - - - - -- 1 1 1 1 1 1 1 1 { 1 1 1---- - - - - -- 1 1 1 1 1 1 1 1 yr WICKS PROJECT ATTIC - Side Elevation CONTACT: 14201 56th Avenue S. NELSON ENNS Tukwila, Washington PROPOSED REMODEL 206.200.1129 /6 of * K `n`,1. 1�P'Yb'M7AMU4"R�M4WMIewryMtl��!'� . r�ww++ Nnwvxbnr+ �. r+.+ n�� �.. tw�w r�: r..+ vurK <kYEitHV15F.'.xCCU!!<:a}n.r. t ' z Z a , W QQ 3 UO J = cf) WO J LL Q �W z F- ZF- W W U� ON 01-- W H� �z U= Z r d' 4 I • 1 REVIEWED FOR CODE COMPLIANCE APPROvEi) JUL 2 12004 City Of Tukwila BUILDING DIVISION 1 tii • jig.. �.� i JAMES K. JOHNSTON STRUCTURAL ENGINEERS 4710 SW Hudson Street Seattle, WA 98116 9 STRUCTURAL CALCULATIONS For The Wicks Residence Remodel/Addition 1420156 Ave. SW Tukwila, WA 98168 Jam. Date: Moy 18, 2004 Project No.: 434 z Z_ 0: w Q J U. UO 0 W� co Imo. wO U - c_ =a �w Z= 1-0 z rr- 2: U O o� w W' r~ �: LL w z 0 Proiect: Wicks Residence R emodel/Addition Design Criteria Roof Live Load: 25 psf Z Floor live Load: 40 psf w Roof Dead Loads: 15 psf v UO. (D o Floor Dead Loads: 10 psf W uk Allowable Soil Bearing Pressure: 2000 psf (assumed) N U: w o. Wind: 80 mph Exposure B a D Seismic: Zone 3 _ Z �- Materials: z o 2 fi 1. Concrete: 28 day strength: f c =2500 psi v 0. 2. Reinforcing Steel: ASTM A -615 Grade 60 w w H- U 3. Lumber: LLi z Roof Trusses: By Supplier U CO; F Glue -Lam Beams: Doug -Fix 24FN4 z 6 x Material Douglas Fir #1 or Better 4 x Material Hem- Fir #2 or Better 2 x Material Hem- Fir #2 or Better 4. Posts: Unless noted otherwise, provide a minimum of (2) 2 x support studs and (1) 2x king stud at all headers indicated in the drawings. 5. Connectors: All connectors indicated in the drawings are by "Simpson Strong- Tie." All specified fasteners must be installed according to catalog instructions. ... .,r a;,., ,... .,. , . ,, ::` :, .,,'.t a ... ,,. �:... >i.�__ � ;z; a..; jr s, ::>s,a:4,��.�.w: :. . .:f >d. «.y�.........w.. .. tr•n?a�L:uxiifLU 1k>nn2+iWIIi:u i Allowable Shean; and Moments H em Fir #2 4x Material Fb =850 psi Fv=75 psi Size S Ma (ft/lbs) 1.15 Ma A Va (lbs.) 1.15Va 1 4x6 17.646 1249.93 1437.41 19.25 962.98 1107.43 48.526 4x8 30.661 2171.82 2497.59 25.375 1269.38 1459.79 111.15 4x10 49.911 3535.36 4065.67 32.375 1619.56 1862.49 230.84 4x12 73.828 5229.48 6013.91 39.375 1969.73 2265.19 415.28 Douse -Fir #1 6x Material Fb 1350 Fv= 85 Size S Ma ( ftAbs) 1.15 Ma A Va (lbs.) 1.15Va I 6x6 27.73 3119.63 3588 30.25 1723 1981 76.25 6x8 51.56 5800.84 6670.96 41.25 2338.67 2689.47 193.36 6x10 82.73 9307.01 10703.06 5225 2962.31 3406.66 393.0 6x12 121.23 13638.26 15684.00 63.25 3585.96 4123.85 697.1 s Min Basic Hem Fir #2 2x Material Fb= 850 Fv= 75 Size S Fb Ma ( ft/lbs) 1.15 Ma A Va (lbs.) 1.15Va I 2x4 3.063 1275 325.44 37426 5.25 262.63 302.03 5.36 2x6 7.563 1105 696.43 800.89 8.25 412.71 474.61 20.8 2x8 13.141 1025 1122.46 1290.83 10.875 544.02 625.63 47.64 2x10 21.391 935 1666.72 1916.72 13.875 694.10 798.21 98.93 2x12 31.641 850 224124 2577.42 16.875 844.17 970.80 177.98 (3)2x8 39.42 1025 3367 5051 32.63 1632 1877 142.92 Min Basic 1 Douse Fir 02 2x Material Fb- 900 Fv= 95 i Size S Fb Ma ( ft/lbs) 1.15 Ma A Va (lbs.) 1.15Va I 2x4 3.063 1310 334.38 384.53 5.25 332.67 382.57 5.36 2x6 7.563 1140 718.49 826.26 8.25 522.76 601.18 X56 I CA 2x8 13.141 1050 1149.84 1322.31 10.875 689.09 792.46 47.64 2x10 21.391 960 1711.28 1967.97 13.875 879.19 1011.07 98.93 2x12 31.641 875 2307.16 265323 16.875 1069.28 1229.68 177.98 Note: Ma values shown for 2x material are for SINGLE use. Use 1.15 Ma for repetitive use. Use 1.15 (1.15 Ma) for repetitive use of roof joists. M z �2 �w 5 U0 C r ) w= J N U. w 0 w? � d =w z� ZO 2 5 U O CO o ff ww u. O W z CO O z ti Dougla Fir #1 or Better (2x & 4x), Doug -Fir Dense 91 (6x) Allowable Shears and Moments, 2001 NDS Fb'= Fb x Cd Cm Ct Cl CH Cfu Ci Cr Cf2 Cm= Ct1= Ct2= Cf2 =1.0 F'v=Fv x Cd Cm Ct Ci CI- 1.0 (assume members braced laterally) E' =E x Cm Ct1 Ci Ct2 Cfu =1.0 (assume only narrow edges loaded) Ci =1.0 (assume no incising) Cr -1.15 for repetitive members Cd =1.15 for snow loading Cf 2x4 1.5 4x4 2x6 1.3 4x6 2x8 1.2 4x8 2x10 1.1 4x10 2x12 1.0 4x12 Douo Fir #1 or Better (2x Mat Cf 1.5 1.3 1.3 1.2 1.1 axial) Fb-- 1200 Fv= 180 E =1.8 E6 Size S Pb Ma (ft/lbs) 1.15 Ma A Va (lbs.) 1.15Va 2x4 3.063 1800 459A5 528.37 5.25 630.32 724.86 2x6 7.563 1560 983.19 1130.67 8.25 990.50 1139.07 2x8 13.141 1440 1576.92 1813A6 10.875 1305.65 1501.50 2x10 21.391 1320 2353.01 2705.96 13.875 1665.83 1915.71 2x12 31.641 1200 3164.10 3638.72 16.875 2026.01 2329.91 (3)2x8 39.42 1440 3367 5051 32.63 1632 1877 Douse Fir #1 or Better (4x Material) Fb psi Fv=180 psi Size S Fb Ma (ftnbs) 1.15 Ma A Va (tbs.) 1.15Va 4x4 7.146 1800 1071.9 1232.69 12.25 1470.74 1691.35 4x6 17.646 1560 2293.98 2638.08 19.25 2311.16 2657.83 4x8 30.661 1440 3679.32 4231.22 25.375 3046.52 3503.50 4x10 49.911 1320 5490.21 6313.74 32.375 3886.94 4469.98 4x12 73.828 1200 7382.8 8490.22 39.375 4727.36 5436.47 Doun -Fir Dense #1 (6x Mat'll Fb­- 1550 Fv= 170 E =1.6 E6 Size S Pb Ma (fdlbs) 1.15 Ma A Va (lbs.) 1.15Va 6x6 27.73 1550 3581.79 4119.06 30.25 3430.05 3944.555 6x8 51.56 1550 6660.22 7659.25 41.25 4677.34 5378.94 6x10 82.73 1550 10685.83 12288.70 52.25 5924.63 6813.32 6x12 121.23 1550 15658.75 18007.56 63.25 7171.92 8247.71 Note: Ma values shown for 2x material are for SINGLE use. Use 1.15 Ma for repetitive use. Use 1.15 (1.15 Ma) for repetitive use of roof joists. 5.36 20.80 47.64 98.93 177.98 142.92 E =1.7 E6 I 12.51 48.526 111.15 230.84 415.28 76.25 193.36 393.0 697.1 ZO of 0 z Z �w ..�� 2 J0 00 (00 CO J � CO L wO La CO) D z C% F- w Z = h- H_ O Z F-. W5 U� O N off wW H L) LL -0 ..z H �. O Z Dougla Fir Select Structural (2x, 4x, 6x) Allowable Shears and Moments, 2001 'NDS FV= Fb x Cd Cm Ct Cl Cf1 Cfu Ci Cr Cf2 F'v=Fv x Cd Cm Ct Ci E' =E x Cm Ct1 Ci Ct2 Cf 2x4 1.5 2x6 1.3 2x8 1.2 2x10 1.1 2x12 1.0 Cf 4x4 1.5 4x6 1.3 4x8 1.3 4x10 1.2 4x12 1.1 Cm= Ct1= Ct2= Cf2 =1.0 CI= 1.0 (assume members braced laterally) Cfu =1.0 (assume only narrow edges loaded) Ci =1.0 (assume no incising) Cr- 1.15 for repetitive members Cd =1.15 for snow loading Doug Fir Select Structural 27.73 Fb= 1500 Fv= 180 E =1.8 E6 2x Material 6x10 82.73 1600 6x12 121.23 1600 63.25 7171.92 Size S Pb Ma (ft/lbs) 1.15 Ma A Va (lbs.) 1.15Va I 2x4 3.063 2250 574.31 660.46 5.25 630.32 724.86 5.36 2x6 7.563 1950 1228.99 1413.34 8.25 990.50 1139.07 20.80 2x8 13.141 1800 1971.15 2266.82 10.875 1305.65 1501.50 47.64 2x10 21.391 1650 2941.26 3382.45 13.875 1665.83 1915.71 -98.93 2x12 31.641 1500 3955.13 4548.39 16.875 2026.01 2329.91 177.98 (3)2x8 39.42 1800 3367 5051 32.63 1632 1877 142.92 Doun Fir Select Structural Min Basic Fb= 1500' Fv=180 psi E =1.7 E6 4x Material Size S Pb Ma (ftAbs) 1.15 Ma A Va (lbs.) 1.15Va I 4x4 7.146 2250 1339.875 1540.86 12.25 1470.74 1691.35 12.51 4x6 17.646 1950 2867A75 3297.60 19.25 2311.16 2657.83 48.526 4x8 30.661 1950 4982.413 5729.77 25.375 3046.52 3503.50 111.15 4x10 49.911 1800 7486.65 8609.65 32.375 3886.94 4469.98 230.84 4x12 73.828 1650 10151.35 11674.05 39.375 4727.36 5436.47 415.28 Doug -Fir Select Structural 6x Material Size S F'b 6x6 27.73 1600 6x8 51.56 1600 6x10 82.73 1600 6x12 121.23 1600 Fb= 1600 Ma (ft/lbs) 1.15 Ma 3697.333 4251.93 6875.07 7906.33 11030.53 12685.11 16163.87 18588.45 Fv= 170 E =1.6 E6 A Va (lbs.) 1.15Va 30.25 3430.05 3944.55 76.25 41.25 4677.34 5378.94 193.36 52.25 5924.63 6813.32 393.0 63.25 7171.92 8247.71 697.1 Note: Ma values shown for 2x material are for SINGLE use. Use 1.15 Ma for repetitive use. Use 1.15 (1.15 Ma) for repetitive use of roof joists. / I z �Z �w 2 3 U' UO N CO N U. wO �73 LL _: CO =w ' Z F- ZO w w �p O CO 0 I-- wW u. O ltl Z CO) O z ijs,rreq_.1TR! - 4 19E MICROLLAM" LVL ALLOWABLE DESIGN PROPERTIES (100% LOAD DURATION) Design Property De 5 7 +' 9 9 11 11 14" 1 16" 18" Moment (ft Ibs) 2,125 3,555 5,600 5,885 8,070 8,925 1 12,130 1 15,555 19,375 Shear (Ibs) 1,830 2,410 3,075 3,160 3,740 3,950 4,655 5,320 5,985 Moment of Inertia (in.+) 24 56 115 125 208 244 400 597 851 Weight (plf) 2.8 3.7 4.7 4.8 5.7 6.0 7.1 8.1 9.1 1. 9E MICROLLAM" LVL ALLOWABLE DESIGN STRESSES (100% LOAD DURATION) Shear modulus of elasticity G - 118,750 psi Modulus of elasticity E - 1.9 x 10 psi Flexural stress F - 2,600 psi( Compression perpendicular to grain parallel to glue line F 750 psi( Compression parallel to grain I' - 2,510 psi Horizontal shear perpendicular to glue line F„ - 285 psi (1) For 12' depth. For others, multiply by d 0.136 (2) F shall not be increased for duration of load a GENERAL ASSUMPTIONS FOR M ICROLLAM ° LVL • Values shown. throughout this brochure are applicable to products used in dry service conditions only. • lateral support is required at all bearing points and along compression edge at intervals of 24' on- center or closer. • Use specific gravity of 0.5 when designing connections. • Bearing lengths are based on Microllam® LVL's bearing stress of 750 psi. • Microllam® LVL beams are made without camber, therefore, in addition to complying with the deflection limits of the applicable building code, other considerations, such as long term deflection under sustained loads (including amp), ponding (positive drainage 4 essential) and aesthetics, must be evaluated. • All members 7 and less in depth are restricted to a maximum deflection Of 5 116'. • Roof members must either be sloped for drainage or designed to account for load and deflection as specified in the applicable building code. • Tables on pages 4-7 include reductions applied in accordance with: 1997 UBC 1607, 1999 BOCA NBC 1606, 1999 SBC 1604 and 2000 IBC 1607 for floor live load; 1997 UBC 1607, 1999 BOCA NBC 1607, 1999 SBC 1604 and 2000 IBC 1607 for roof live load in non -snow (1259) conditions. • 3 members are two pieces of 1 Microllam® LVL 5 members are three pieces of 1 Microllamm LVL • 1 x 16" and 1 x 18' beams are to be used in multiple member units only. See page 17 for multiple member beam connections. Zz of , ���yyr 1 �� • � Y +'NF'NlC " f^ 1". F. h? A^' S? i< �.+. y . pl�k+a.u..y��,,.Yyy.:: •..w�w�Y.,, ( v.�xa J'/'":'1T2,+u'�w�rn.ra�n,n. i..xFYV• . ' f+^l ary� »Y:"YT" �: tG".ni. naV1: yL4ry..J.w.+wlin: «a.M+n. :.,m�..4.t�. '+a+l::.:k nvr+ N:i *5:�4 �w .•.::.9,+.�.w.a+...n.- ..w.:::�v I I' 1 Z �_- Z UO U C0 11j J = to ld WO La U D 2 �W Z F- O Z F- W W U� ON D F- WW F- H LL O W Z U= O Z 2. 0E PARALLAM PSL ALLOWABLE DESIGN STRESSES (100% LOAD DURATION) ` Shear modulus of elasticity G - 125,000 psi Modulus of elasticity E - 2-0 x 10 psi Flexural stress Fb - 2,900 0 Compression perpendicular to grain parallel to wide face of strands F 750 psP Compression parallel to grain Fcn - 2,900 psi Horizontal shear perpendicular to wide face of strands F, - 290 psi (1) For 12 -inch depth. For others, multiply by R d tMill (2) F. shall not be increased for duration of load ALLOWABLE DESIGN PROPERTIES ' (100% LOAD DuRATioN/sERvia LEVEL 2) 1 2.OE PARAL" PSL ' .l{7.i ..� 1 rG+.r :,;ir',Y�TX :,i�:bvkl �i -'+ .f' �� .' n.•kla:dd� 9,535 10,OZ5 13,300 15280 20,855 52,430 33,530 " 4,305 rs� •ti. 5,845 6,170 7,275 8,315 7,350 S,O35 175 190 320 375 615 915 1,305 2 2.0E PARALLAW PSL ;�w 3 /f 2.0E PARALLAW PSL ff•1 'f a. " ' .l{7.i ..� 1 rG+.r ..... �26,840 !n ... � � - . Y�I�NfNV Yl {�1: _ 9,535 10,OZ5 13,300 15280 20,855 52,430 33,530 " 4,305 4,935 5,845 6,170 7,275 8,315 7,350 S,O35 175 190 320 375 615 915 1,305 490 7.8 3.0 9S t0A 11.8 13.4 15.1 3 /f 2.0E PARALLAW PSL ff•1 'f a. " ' .l{7.i i (y •��'J Y { r; "N :i� !n ... � � - . Y�I�NfNV Yl {�1: .!'w. �' .!itn V..:�iA "_kf s� .o1j �• '�!iN•r'',( ?Y %,, ° Mciirertt; , 1 T 52,430 12,415 13,055 17,970 19,900 9,645 34,955 43,665 1Z.055 6,260 6,430 7,615 S,O35 345 10,825 12,180 .ifk 230 250 •115 490 1522 1,195 1,700 195 10.1 10.4 T23 13.0 30.6 175 19.7 S 2.0E P ARALLAM` PSL ..l+t`zM.+ ^.fLfM, , uw eui.+ .. ia'I� 'fi Y ✓y7 r' '�lr� :{rt/Y.0 f.'.?!+a .AK, t +j�A"ti �` !'� ti. (( �� 4�•.'' h,' a n{.• �• rT" ri�f1 �Silr -.M:c .•! 4 " 't'E ~ 29,855 '"- .er. :k N7 • , -F •� a +.. .J 77(8. 18,625 19,585 26,955 ?Y %,, ° Mciirertt; , 1 T 40,740 52,430 65,495 39,805 9,390 9,645 11,420 1Z.055 14210 16,240 18270 16,070 345 375 625 735 1.200 1.790 2,550 :i= • r �rj;i :: 1522 15.6 18.5 195 23.0 263 Z9S TIM PARALLAW PSL :� ..., Yi .�SMY,� ::^.J� m il :�.. " J ?I_. �• N :1� : :f� :w • ...: . . .? :�� :n >i+r'T :� ••�''':''x:� :ti...i `•9 412.i... 11, /t�. a +.. .J 77(8. ,� M' _�`7 #.. Y i: . ;•':T6.;• ".. �.18 ?Y %,, ° Mciirertt; , 1 T 24,830 26.115 35,%0 39,805 54,325 69,905 87,325 12,520 12,855 15,225 16,070 18,945 21,655 24,360 9Hlomerflrhi , iia�Ha4(iria 460 500 830 975 1,600 Z,390 3,400 :. :'; Weight pl ; : 20.2 1 20.8 24.6 26.0 30.6 35.0 39.4 GENERAL ASSUMPTIONS FOR NON-TREATED PARALLAW ' PSL - Values shown throughout this brochune for non - heated Parallame PSL are applicable for use in dry service conditions only. - lateral support is required at all bearing points and along compression edge at intervals of 24" on- center or doser. Use specific gravity of 05 when designing connections for non - treated Parallam'D PSL - Bearing lengths are based on Parallam® PSL's bearing stress of 750 psi. - Paraltam® PSL beams are made without camber, therefore, in addition to complying with the deflection limits of the applicable building code, other considerations, such as long term deflection under sustained loads (including creep), ponding (positive drainage is essential) and aesthetics, must be evaluated - Roof members must either be sloped for drainage or designed to account for load and deflection as specified in the applicable building code. - Tables on pages 4-7 include reductions applied in accordance with. - 1997 UBC 1607, 1999 BOCA NBC 1606, 1999 SBC 1604 and 2000 18C 1607 fur floor live load, 1997 UBC 1607. 1999 BOCA NBC 1607, 1999 SBC 1604 and 2000 IBC 1607 for roof live load in non -snow load (125X) conditions. - 3 members may be two pieces of 1 Parallam® PSL or a single 3 width beam. 5 members may be three pieces of 1 Parallarrrm PSI„ one piece of 1 with one piece of 3 or a single 5 width beam. 7' members may be two pieces of 1 ParallarrA PSL around one piece of 3 two pieces of 3 or a single 7' width beam. - 1 x 16" and 1314" x 18" beams are to be used in multiple member units only. See pages 16 and 17 for multiple member beam rnnnec aru. 27 QF , �0 Z '~ W UO CO 0 C0 W W = H �W WO L Q (0 = F W z I- I- O W W U� C0 0 E- WW 2 Ho U- 0 w z U= O Z ' k4{: tF �tSk', n4' M' tt�%• 9 i, Y�.' W�; �stkhrs '.i�4tl+ @P't?7 ?.sar�ra*s- awe;µ „o :r.... ,. •i;c.a;«+«`•.'; ".,Q:::�; _; wl::....,.......,..,.....,. .,..,..,.- .,+,.....:..'�::.,,.. ,. ,...............». ,,,.,..,w_, �yi�'..���:��..., "si.. iZ '•l , r . ,r;; -�� �l,,I ��, 3.- �,;,h' ~ai[�. "�_`� Versa -Lam, Versa -Rim & Versa - Strand Products Nail Size Vera -Rim 98 I Vema•Rim 88 Pius I Vema- Strand Rim' DF Versa•lam (1 (1 I All Widths I (10' DF Versa•Lsm (3t/2') 3 - All Products O.C. End O.C. End O.C. End O.C. End O.C. End [inches) linches) i linches) (inches) : [inches) [inches) 1 [inches] [inches) ' [inches) (inches) O.C. End (Inches) (inches) 8d Box 3 1 3 i 1 4 1 2 ! 24.3 1 2 1 1 /2 2 1 1 /2 8d Common 4 3 3 2 4 3 1 3 2 i 2 1 2 1 10d & 12d Box 4 3 3 2 i 4 3 1 3 2 1 2 1 2 1 16d Box 4 1 3 1 3 1 2 i 4 3 3 2 2 1 1 2 1 Od & 12d Common 6 1 4 1 4 1 3 6 ( 4 4 i 3 2 '1 2 2 { 2 16d Sinker 6 4 4 i 3 i 6 i 4 4 3 2 1 2 2 1 2 16d Common 6 4 6 4 6 1 4 6 3 2 2 2 2 Simpson.A35F 7:6:;' 5611 13013 311.5 25 /ri.' •' :"t i?Ce Use Bd x 1 Nails Simpson LTP4 14412 R more than one row of nails is used, the rows must be offset at least 1 /2 inch. ;I Nailing Parallel to Glue Lines INarrr)w Face) Nailing Perpendicular to Glue Lines (Wide Face) Nailing Notes 1) For 1 thickness and greeter, 2 rows of nails are allows (use 'A' mWrnum offset between rows and stagger nails). 2) For 2 thicilumm and greeter, minimum nail spacing may be reduced to 3W (use 3 /4' offset for rrrdliple rows). e • ign .. .:r 2800 " 1 3 /4 5 2.5 1829 2245 24.3 Fb DF 1 7 /a 3.3 2411 3783 55.6 1 9 /a 4.2 3076 5994 115.4 2800 DF 1 9 4.3 3159 6304 125.0 1 11 5.1 3741 8675 207.6 Horizontal Shear, 1 11 5.3 3948 9608 244.2 285 1 14 6.3 4655 13112 ' 400.2 1 16 7.2 5320 16874 597.3 1600 1 18 1 81 59851 21079 850.5 Fcll (psl)m 3000 2743 3366 36.4 3000 Compression Perpendicular 4'' 3616 5675 83.4 to Min,Fc4(psl)r'rm 25 900 ;62: ' . 4613 8991 173.1 2800 DF' 26la ` ' '� 9 ?%` " `6k:•;; •4738 9455 187.6 7:6:;' 5611 13013 311.5 25 /ri.' •' :"t i?Ce '8:0':. 5923 14412 366.3 :. ... ;. ,,C:. ': :4," 6983 19669 600.3 = :25 %', ,`16:' •: ::7980: • 25311 896.0 :25/e•`= ` ' '� :.'•:12 I r;' `.: :8978 31.618 1275.8 • 3 5 4.9 3658 4939 48.5 3 7 /4 6.5 4821 8323 111.1 3 9 8.3 6151 13187 230.8 3 9 8.5 6318 13868 250.1 3080 DF 3 11 10.1 7481 19086 415.3 3 11 10.7 7897 21138 488.4 3 14 12.6 9310 28847 800.3 3 16 14.4 10640 37123 1194.7 3 18 16.2 11970 46373 1701.0 3 20 1 18.0 133001 56584 2333.3 5 5 7.1 5237 6786 63.3 5 5 7.4 5486 7409 72.8 5 ' 7 /4 9.8 7232 12484 166.7 ::5 9 /4 .12.5 9227 19780 346.3 '5 9 12.8 9476 20802 375.1 '3080 DF .; 5 1a• 11 15.2 11222 28628 622.9 '5114 . :11 /e 16.0 11845 31707 732.6 5 .:. '1a • .; 18.9 13965 43271 1200.5 :'21.6 15960 55685 1792.0 : 5 1 /4 . .. ;18 .24.3 17955 69560 2551.5 5 /4 • 20 27.0 • 19950 84877 3500.0 5 24 32.4 1 23940 119771 6048.0 Nailing Parallel to Glue Lines INarrr)w Face) Nailing Perpendicular to Glue Lines (Wide Face) Nailing Notes 1) For 1 thickness and greeter, 2 rows of nails are allows (use 'A' mWrnum offset between rows and stagger nails). 2) For 2 thicilumm and greeter, minimum nail spacing may be reduced to 3W (use 3 /4' offset for rrrdliple rows). e • ign .. .:r 2800 " 3080' 2200 2400" .'2000 Grade Fb DF " Fb DF Fb DF Fb'DF -Fb DF Modulus of Elasticity, E x 10' si t/r 2.0 2.0 1.8 2.0 1.8 Bendin F F41) 13 ? 2800 3080 2200 2400 2000 Horizontal Shear, F„ (psi)m "' 285 285 285 285 285 Tension Parallel to Grain, F (psi)mw 2100 2100 1600 1950 1600 Compression Parallel to Grain, Fcll (psl)m 3000 3000 3000 3000 3000 Compression Perpendicular to Min,Fc4(psl)r'rm 900 900 900 900 900 1. This value cannot be adiusted for load duration. 2. This value is based upon a load duration of 100% and may be adjusted for other load durations. 3, Fiber stress bending value shall be multiplied by the depth factor, (12/d) where d = member depth [in]. 4. Stress applied perpendicular to the gluelines. 5. Tension value shall be multiplied by a length factor, (4IL) where L - member length [ft). Use L . 4 for members less than tour feet long. 6. Stress applied parallel to the gluellnes. • Design properties are limited to dry conditions of use where the maximum moisture content of the material will not exceed 19 %. • Fastener values are as provided in the National Design Specification' for sawn lumber with a specific gravity of 0.50, /L Wr - [�1 rt""�t`a .+RCS y7k age t 7 (� l V e�minrsm+" .:.ra :t.w.n+:o+:,Y,•.o� -r�c- j�.... 7�......,.•'..".::., ,..._...., w.. �.._.,.._,.____.._..... .._._........�.._....,__"__.,.. .. �... .., � _ ... ........_.....�:: Z W � �U UO fn to W W = H NU_ WO U_ fA � = �W Z H 1 O Z H W �5 O W oI.- W H LLO Z W UN P _ O� Z third floor framing joists headers second floor framing joists W 6G W Www W W W NNN y A�3i m x O 3 i A ;�. 44 3v4..p- o 4- 1 f,19 A, s PaR's, Ito-, WI C (.I Lo 2 = �� ��z ) +� Cg) = 42'1/► A-= P. S � k, � f x 2j to . - rty Z4,) .TA- , �- = 1116 ) 2�, 2 �d 2`G f 2.0 7 0p AA,k OLA q Ilz 2 0 PS L Ld Z 5G� � l I 't 1 W t rs- 3 ,'•1 12 11•S� L4 W; G' I or Z/v l Z W . J U UQ CO co w J = CO U w� J = �.. W z= W� W U� w �U L 0, LLI Z U= O Z 'SL M D4 : 1 V �. - �• � .te a �; :�, ,�._ NOTICE: IF THE DOCUMENT IN THIS FRAME I LESS D OCUM ENT . HTAN THIS NOTICE IT IS DUE TO THE QUALITY O F saw WWW y { , WWW m .1W WWW WW lw YA m C j m ' C e Q K + 14 �� 5 4 G-S It 24 2 ; 24 ; CQ1 (12 C.) A G �� Ctr) C A ) 4x V-o (o SSG - l�ba 44fq 46 LS � Q a 3723 2RIZ i ►AV �loc� r ' 1 r ' 74�1 �0i Nw, Z �z w UO CO J � =/ LL wo L Q � w Z � z w U� ,O �. o� wW � O w z U =: o ~. z ' � L { Y { � 1 1 { WWW W YI li1 111 N N N 111 W W R8� a m • C O i 4 ;4- Iq 3w4-t off' w ,Dt,5 r S, vr ( VO! ,Jw'%T- 28Z ID lo` lob 01 L 1,25 S` w •� 3, S S r f G I 1 CG) 3 Vv z = z w w . JU UO N co w J DU. 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SHE ERR O Z Z' D _3 L) O Cl) w LLJ C0 U. 0 LL D CY z F- 0 z W W CO �o = U : LL 0� tiw Z CO) O 1.) r- CeZ co) ups ( 1) Iq ODD SGT S LP LCS) a"5 StLtp ) I NA4 W, I' l-IDY, f 000b 5C1Pl— vj �- v4 w JA 12 .1 Z X Z w D 00 CO w UJ J S2 U- W 0 U- M a UJ Z 0 �- W Lij 5 Cj) 0 Dl-- ui UJ LL- 0 Z n W9 NNN Q j 4K 1.) r- CeZ co) ups ( 1) Iq ODD SGT S LP LCS) a"5 StLtp ) I NA4 W, I' l-IDY, f 000b 5C1Pl— vj �- v4 w JA 12 .1 Z X Z w D 00 CO w UJ J S2 U- W 0 U- M a UJ Z 0 �- W Lij 5 Cj) 0 Dl-- ui UJ LL- 0 Z r. R r (A Me- Ft oogl 151:5COOD -STO" �p6av 019 WICKS PROJECT ATTIC STRUCTURAL UPGRADE CONTACT: 14201 56th Avenue S, . NELSON ENNS Tukwila, Washington Per James Johnston, Engineer z06.206.1129 N) Up 0140• s� f� AAA k LrA 20 r) e- Ve 'Z L Ir 6114 � 03 38 or � Z W 2 D 00 CO) a (1) LLJ LU LL ul 0 LL co CY LLJ Z 0 z �- LLI LLI 5 L) cf) OH H W W H L) IL 0! z 6i to S 8 F- z Jun 17 04 07:03a 206 - 932 -5462 p.l J -� vs CA 14 (AELVL4 ez t� r 5 =to�D F(,tso� AW James K. Johnston WICKS PROJECT MAIN STRUCTURAL UPGRADE CONTACT: 14201 56th Avenue S. �• i NELSON ENNS Tukwila, Washington Per James Johnston, Engineer 206.200.1129 r - ----� =j. lb d N l S ! bo J -� vs CA 14 (AELVL4 ez t� r 5 =to�D F(,tso� AW James K. Johnston WICKS PROJECT MAIN STRUCTURAL UPGRADE CONTACT: 14201 56th Avenue S. NELSON ENNS Tukwila, Washington Per James Johnston, Engineer 206.200.1129 31 of q�o ,. ..!�'! e1N'M2t�:�++t"2► .x ..R,.. m.a..a '� . N�JOaw�art.7WfM�PM€yr:RFW tf�"'li?�C?�•_�?:,'f'r�c� z i� Z �W JU 00 W= H �LL W LL (1)a = W z f- Wo W U0 co 0 H W U �O z W z Jun 17 04 07:03a �1 A i� ii i i S P•� ( a ll ; f x M ./ • . . ' .., .,1 4 0 a i i 1f ;r eUb- Ude -b4be 5v4x U - l8x� v.L, C • ��.cL. 51,x- a�! r fx9 i (�)Q,�Z 1 C AV 1 aw- �.p►Gl- �titc o� '��S t.11ftiC i V`l i I� i ! I I� fksetww� COL-14 James K. uonnstan t WICKS PROJECT BASEMENT STRUCTURAL UPGRADE CONTACT: 14201 56th Avenue S. 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Residence: 14201 56th Avenue S., Tukwila, Washington 98168 -4` Parcel #: 336 590 0130 Owner: Jody Wicks - 425.227.8134 FIL E_ COPY I understand that the P14n, ChV*e00rovals are C uI5i &ct'to errors and omissions and approval of ns does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. �.. - 1. EXTERIOR - Foundation By a. Siding Date �' (1) Remove existing unmatched assortment of siding permit No. i1v (2) Install new board & batten siding (a) 5 /8" T- I I I standard grade plain -face w/ l "x2" batten 14" O.C. b. Sheathing (1) Remove existing l "x8" fir sheathing where rotted (a) Replace tar roofing underlayment with 15 lb felt underlayment (b) Replace with new sheathing to match existing C. Sill and Plate (1) Remove existing 4 11 x8 ", 4 "x6" and 2 "x6" fir sill and plate sections where rotted (a) Replace with new to match existing d. Sunroom section SEPARATE PERMIT (1) Raise NE corner of structure to level EQUIRED FOR: (a) Insert 4x shim material as needed MECHANICAL (2) Reframe exterior foundation half -walls (N, E and S) under sunroom (a) See - 'A" ELECTRICAL 2. EXTERIOR PLUMBING a. Siding GAS PIPING (1) Remove existing damaged siding (a) Repair damaged areas; close existing wall openings as needed CITY OF TUKWILA (2) Install new I "x8" T &G beveled cedar siding as needed BUILDING DIVISION 3. EXTERIOR - Front Porch a. Steps, porch railing and support column (1) Remove existing b. Flooring (1) Remove existing porch floor where rotted RECEIVED (2) Remove rotted sections from existing floor joists (3) CITY OF TIJKWII A (a) Install new 2 "x6" fir floor joists (clad to existing) APR 1 2004 (b) Add cross -joist 2 "x4" blocking as needed ' (3) Remove existing rotted subflooring section PERMIT CENTER (a) Replace with 5 /8" CDX; shim to match existing (b) Install 15 lb felt underlayment CiTY OF TUIrY111A (c) Reinstall porch floor boards; use recycled as needed APPROVED C. Construct new steps, railing and support column (I) see - 'B" APR 3 0 1 'lL.J i`-JT� 6t1, ✓�LI�.r Y` I..�Fr IyJ V'o= R .�I ~,'. ���...J: AS ��- �t.11L �.�' , oG)�+ ft- iii Z ~ w I� C 00 w w �u- w U _ Cl) �w z t- O Z F_ w UJ �o U 0— o�_ w W U U. O w z U= 0 Z U REMODEL........................... ............................... Page 2 Residence: 14201 56th Avenue S., Tukwila, Washington 98168 -4509 Parcel #: 3365900130 Owner: Jody Wicks - 425.227.8134 z W 4. EXTERIOR - Back Porch 7 a. Steps, porch railing and support columns _3 vo (1) Remove existing N W (2) Retain existing roof structure � X b. Construct new steps, railing and support columns u_ (I) See - „ W o 5. INTERIOR a. Remove all previously existing wiring and material (knob /tube and romex) U_ b. Retain blown -in insulation where possible = a C. Install R -19 insulation batts where new is needed Z X 6. INTERIOR - Basement p. a. Remove all existing interior wall partitions w w 7. INTERIOR - Kitchen o. a. Remove existing lath /plaster (walls and ceiling; lath to remain on E (stairwell) wall) .p CO (1) Retain blown -in insulation sections as practicable ° b. Remove existing tile floor and plywood subflooring X v. C. Reposition rear door 30" to right from existing location W 0 (1) See - 'D" W Z. CO d. Frame opening for new window in west wall v (1) See - ,D„ e. Move existing Kitchen /Dining Room wall 7" to north z (1) See - 'D" f. Ceiling & Walls (1) Install '' /z" drywall 8. INTERIOR - Dining Room a. Remove existing lath /plaster ceiling (including drywall and plastic segments) b. Remove lower section of wall wainscoting RECEIVED CITY OF TUKWII A (1) Retain blown -in insulation sections as practicable C. Ceiling APR 12004 (1) Install '' /i drywall d. Walls PERNUTCENTER r (1) Retain lath /plaster above plate rail CITY OF TUl��dl� (2) Install %2" drywall below plate rail APPROVED (a) Finish with 1 1 /2" batten; 14" O.C. 3 r n �. ''�'��, 9. INT - Living Room APR a. Walls & Ceiling A5 wai irk (1) Retain lath /plaster fl��1�'°y� 10. INTERIOR- Sun Room 1 REMODEL........................... ............................... Page Residence: 14201 56th Avenue S., Tukwila, Washington 98168 -4509 Parcel #: 336 590 01 30 Owner: Jody Wicks - 425.227.8134 a. Ceiling (1) Retain lath /plaster b. Walls (1) Remove existing ' /a" wallboard (2) Retain blown -in insulation sections as practicable (3) Install '' /2" drywall 11. INTERIOR - Entry a. Walls & Ceiling (1) Retain lath /plaster 12. INTERIOR - Stairwell a. Ceiling (1) Retain lath /plaster b. Walls (1) Remove plaster; retain lath (2) Install '' drywall 13. INTERIOR - Second Floor a. Remove existing plaster on all walls b. Retain lath on exterior wails (1) Retain blown -in insulation sections as practicable C. Remove existing master bedroom /bath wall (1) See - 'E" d. Reposition existing master bedroom door (1) See - 'E" e. Reposition north bedroom door to align with existing south bedroom door (1) See - 'E" f. Move existing closet walls (master bedroom) 18" to east (I) See - "E" g. Construct new wall dividing 4th bedroom to create new master and additional baths (1) See- "E" RECEIVED h. Ceilings t'ITY nF TtIKWII A (1) Retain lath /plaster APR 1 2004 i. Walls ej-N of TUANALA PERMIT CENTER (1) Install '' /z" drywall wRoVkD NPR 3 0 200 AS I i( ku CJl ?.3 01 z Z � � WD 00, 0 w= CO) U. w Ua N d. �w z = E- O zr_ w �o U O CO o r~ .w w O. ui Z P _ O z r 56th Avenue S ELEVATION - SITE 14201 56th Avenue S., Tukwila � 1 2� PERMIT CENTER N`r z ;- w Ix W JU UO co o J = H S2 LL W 0 LL Q N = = W ZH F- O z F- w UJ Do O- 01-- W W LL _ U N; H =. z v. 6 2Z> In A ?004 ER z �W .3 U . UO cf ) o co W J = H N LL WO } J Wa co) = �W Z f- O z ►- w w U O co: a f-. W H� U O . Z. W Co O~ z . "' .rJa..ir t.Je. +.:�:. 1 ti,. nksrr .Je:4�'F,�.�:liJf.}.i3:..i1:4 ' ..�a .w anau:w..«: .:w.a+✓.:G+,.y�y ` +�^"�+''�+� G w.i..t . ' J•t �i ti z,' Y' 10.25' ?? T ELEVATION - MAIN FLOOR 14201 56th Avenue S., Tukwila Add New Window ; I I I i I ------- ---- -- - - --' \ Do or DAN M� I t ' t ,. Move Kitchen/Dining Wall - 9' t I - - - - t , i New cabinets vo\-lL- %�N Rebuild front steps & railing New porch railing rr�LO 26.5' U APPROU o `1« APR 3 0 2004 AS PNED C6 - ----- - - - - -- N RECEIVED CITY OF TIJKWII A APR 1 2004 PERMIT CENTER .. 10.25' ELEVATION - MAIN - REMODEL 14201 56th Avenue S., Tukwila Z '~ W .t U UO W z H CO W WO J LL Q D = d . H W Z H O Z H UJ W U� O N 0 H W W U O: W Z U =. O F. Z r —=— Add New Window + I ' I ------- - - - - -- - - - -� \ I Mo� eBackDooc I c ; Move Kitchen/Dining Wall - IF '� 0 g-C �\ Rebuild front steps & railing New porch railing btwt4 C3- L1 U I I\� 6- CITY Of TU1 ALA APPROVED APR 3 0 2094 AS K*U °-.- § J s. .. 10.25' ELEVATION - MAIN - DRYWALL 14201 56th Avenue S., Tukwila 26.5' EO c6 N RECEIED CITY OF TUKWII A APR 12004 PERMIT CENTER ..� -a... •..i.. ':.,.. ,. r t.u.i...�,•:.{iY. ,,.•�..a...:u...•... "14Y2i1�.4i�A{.'iitiktk . 1M+�kY.3�? ^ ::X9Ndi9i�'u.� '�Y.k}E•s:rp. Z W X W D U O UU J = I— CO) LL W O U- Q. N = W Z F— O Z H W W U� O co); � F— W H C.). �O ed Z: U U) O F- . z . .. ,. .. .. �. �. .,.� .. ..'.:•�'.'.k .. '-^^c....e+._'l: aia�irrtil. ct..aka - «+_ ---- avyccRr./.�.�.v+K �� J]ELL .':m.L..`l _.r __mot ._. _....._.. -.. .. .. .�cl_�_. _...... ...�... <._ ___. ._- .. ... ... ..... �.. _. ... ..... .. .. _ -.. ... W WALL- 9,fVAr(00 k�TCVm7t'j p ( N 106-- FXf S REMODEL - SECTION D 14201 56th Avenue S. Tukwila, Washington 98168 -4509 Owner: Jody Wicks - 425.227.8134 i i pqr `s ' 7 • cra .� � r 1 7 � 0 (Pf f tJG L'� ?CYO f j • � � � it i ', �� } i t f ! i# o m Am o D .+ 4r• - .M 'mow � f, w" yYfi: •. .NOTICE: IF THE DOCUMENT IN THIS FRAM HTAN THIS NOTICE IT IS DUE TO THE QUALITY - AAA N-00r-- REMODEL - SECTION D 14201 56th Avenue S. Tukwila, Washington 98168-4509 Owner. Jody Wicks - 425.227.8134 NW I'All, MM-� . 36 , Naw 6i Nol wo - tVVJ ii-eAbCj I - ' I' . .. _ �--� - - - -- - �- 3::. f Iry("- N� WAUL I) f. ► � � I cn� c � ` i � I I i T' 00IZV or 13 0 -4m m �-A =:< x m m CZ) llg� GO rrf C) NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. N WRD y�rn RECEIVED CITY nF TIWKWII A APR 1 2004 PERMIT CENTER JA 1161C',' O m O CIS`( OF 0 .� � o R3 m A5 �? D � r� ( V OD Ln Z ELEVATION - UPSTAIRS ° m 14201 56th Avenue S., Tukwila i ) f K �� 'a'v[i,M<Y:•P`y ^'J5 }M �'!jt+Y:PS 1 ,.....wrX. F! ;y.'@`'�';y+�wy'I�'4�°���„ z Z �W JU UO Uo co W J = H co U- WO I N H =. I- O z !- W W U O N WW -O. .. z W U =' o z Fr Divide Fourth Bedroom To Create Master Bath and Second Upstairs Bath , --- -- 1 ------------ - - - - -- ' 1 1 --------- - - - - -- - -' 1 1 1 i i �u uo kA ��zo 6IV\ f101� Align Bedroom Doorways kv,lZ -, 0 "�) )E,o Zo o ►N-\ C11Ty nF TUKMi1 A APR 1 2004 PERMIT CENT 1R.0 Po5�101 J I r opera W/�����" lAe�� A� lab I UD Q0 0 lv� I Extend Master Bedroom Wall and Repositiong Doorway Np R NPR 3 a c os► ELEVATION - UPSTAIRS - REMODEL 14201 56th Avenue S., Tukwila Reconfigure Master Closet z z W 2 �U UO CO 0 W= J � N LL WO V_ a = W Z F. HO z t— w w U� O - a t- W W H� U o wz U= o F- z � m -�O 0 o a K - m g _T r °0 D V) + .a ; < m n Un °_D ; —I N N 9D N O V Z OD Z47' tr $ m z z W 2 �U UO CO 0 W= J � N LL WO V_ a = W Z F. HO z t— w w U� O - a t- W W H� U o wz U= o F- z 10 Divide Fourth Bedroom To Create Master Bath and Second Upstairs Bath Extend Master Bedroom Wall and Repositiong Doorway Reconfigure Master Closet Align Bedroom Doorways 4 - �b 1,�� �� b 1Z., R nF ECEIVED C ITY - r, JKwjj 4 A PR l 2004 PERMIT C ENTER APPROVED APR 3 -10N - DING ELEVATION - UPSTAIRS - DRYWALL 14201 56th Avenue S., Tukwila Z Z W W 0 0 0 Cj) C3 (0 W W U. W O U- co LU Z H- 0 z H LU LU 5 Cl) 0— a � W LU C.) u. 0 z Uj C0 0 E Y(STINl UlK 5 nk 1 h(1-5 ft -77 RCI'IVVCL JCL.1 IWIN G 14201 56th Avenue S. Tukwila, Washington 98168 -4509 Owner. Jody Wicks - 425.227.8134 0f V • NOW Wt,� t RAM o U I Y' �lEV�1 W/ku. OPEN t N 6- 0 NOTICE: IF NOTICE THE IT T FRAME IS LESS CLEAR IS DUE TO THE QUALITY OF THE DOCUMENT. N THIS ILI C - .� LO x czc— — Na rf c C 0 NOTICE: IF NOTICE THE IT T FRAME IS LESS CLEAR IS DUE TO THE QUALITY OF THE DOCUMENT. N THIS A ...... ................ RECEIVED rITY nF T( JKWII A ELEVATION - FRONT PORCH 14201 56th Avenue S., Tukwila PERMIT CENTER ; UA CgN Gf r Z W JU 00 (D (1) W W -r -J F- c/) LL WO 2 � � —j LL < U) D cy W m Z F- F- 0 z H W W 0 0 F- W W m 0 F- F- LL 0 z U) - r 0 F- z LA=61 l I REMODEL - SECTION B 14201 56th Avenue S. Tukwila, Washington 98168-4509 Owner. Jody Wicks - 425.227.8134 r } Q ' 7 0(ji f )Z" STS W &'EyzS L I � w! � ii i I I .. �. C:) CA; b +� -iii W I , Z ! i i } I ' LL) C .- C__ ' GM:0 j ! _, E C=) C= 0 m om Z_ ig ma go X C=) 4t:u NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. . :., _. _.._ ... � ... .....s_......�.... .. r._oti.� - 4 .r�.aw.m..cy. '^.-.i r�cr.. .... -:.. �.. -. - .. .. .. r .. ... ,.. ...: � ... .... .. ..., . - .. .. . M A0 OI L, 0 :f If Z'xt2`' REMODEL - SECTION B 14201 56th Avenue S. Tukwila, Washington 98168 -4509 Owner: Jody Wicks - 425.227.8134 Po r 69�e � � 1 � I 'no NJ Q D I 'I I I ► I � I I 1 �E i I iLa f Z "x 1z 5Tr? ihl C RA I G. I 7 rA N NOTICE: IF THE DOCUMENT IN THIS FRAME THE DOCUMEN._ CLEAR THIS NOTICE IT IS DUE TO THE QUA, :. OF CO�.►Ct<<�Tc �45E e r te _ u o / 5 ; �Q 1 J fr ` �i1f�i �!.C11�► l��f. � i i of �� /f }. ✓ 14l M �/ r l @ C Q R , v "r' m �n 2 !) , R n REMODEL - SECTION A 14201 56th Avenue S. Tukwila, Washington 98168 -4509 Owner: Jody Wicks - 425.227.8134 Lt� Norm f ���`? t';1 NOTICE: IF THE DOCUMENT IN THIS FRAME I LESS D CL HA N THIS NOTICE IT IS DUE TO THE QUALITY OF C C> i �UOIZZIA -. �L& REMODEL - SECTION A 14201 56th Avenue S. Tukwila, Washington 98168-4509 Owner: Jody Wicks - 425.227.8134 I — i-A 0 Q NOTICE: IF THE DOCUMENT N THIS FRAME IS LESS CLEARTHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. E To Rc� L� U fJ Kom 1 pj T ���� , .� IJ - T 0 CZ) ,-_j > _pzk. M R REMODEL - SECTION A 14201 56th Avenue S. Tukwila, Washington 98168-4509 Owner. Jody Wicks - 425.227.8134 07-V C-7- w f � "x2" gt���NS ► �� �.i� , -5A5� mew C i r n To Rc� L� U fJ Kom 1 pj T ���� , .� IJ - T 0 CZ) ,-_j > _pzk. M R REMODEL - SECTION A 14201 56th Avenue S. Tukwila, Washington 98168-4509 Owner. Jody Wicks - 425.227.8134 07-V C-7- w f � "x2" gt���NS ► �� �.i� , -5A5� mew NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. i NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 2� FO)['Z DIM. tJ�t �N cr r , 1 REMODEL - SECTION C 14201 56th Avenue S. Tukwila, Washington 98168 -4509 Owner. Jody Wicks - 425.227.8134 �I Cv- r a o' t;tPIA'- IOO i I � x '� TAG- � LtjU i� rI.1G 5/g cb X d NOTICE: IF THE DOCUMENT IN THIS FRAME I I LESS CLEAR DOCUMENT THIS NOTICE IT IS DUE TO THE QUAL Om �m �m N �C7 C:) D -Alb REMODEL - SECTION C 14201 56th Avenue S. Tukwila, Washington 98168 -4509 Owner. Jody Wicks - 425.227.8134 �I Cv- r a o' t;tPIA'- IOO i I � x '� TAG- � LtjU i� rI.1G 5/g cb X d NOTICE: IF THE DOCUMENT IN THIS FRAME I I LESS CLEAR DOCUMENT THIS NOTICE IT IS DUE TO THE QUAL , GEORGIA WICKS 341 PELLY AV N RENTON WA 98055 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit No. D04 -111 14201 56 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 and/or the International Mechanical Code, every permit. issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or. abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection, or if the project should be considered abandoned. if such determination is made, the Building Code does allow the Building Official to approve a one -time extension irp to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 06/12/2005, 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, Stefania Spencer, Permit Technician xc: Permit File No. D04 -111 Bob Benedicto, Building Ot'ticial 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 '...:. y,c ,.�i ;,:.....` .�:.. mw4 =(i.. n%vu�i: ;�:'+w:;':i:7. i:a:' 11N • ' . t�.• gaasfh'tkl+lYi� 4✓ri. "�+:+�" J�tcwk uxW . •d� . S . .�• w�.4'.a.�7t�iw+ii:'R.:w,tl sSt:w - a<F'w`� iiliu'L"�'aCdd3iY:L. Z ~w JU UO to o C0 W �U- WO L L N� = �.. W Z� F— O. Z E- W �p O -, ❑ F— WW H Z.) -O Z•• W U= O Z AdOO (1800011W8.9d PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -111 DATE: 06 -23 -04 PROJECT NAME: WICKS RESIDENCE SITE ADDRESS: 14201 56 AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # _Response to Correction Letter # = Revision # 1 afte permit is issue EPART�M ilding Division 0 Fire ' Prevention i Planning Division 1E Public Worksb,. atQ, G, � Structural ❑ Permit Coordinator 4W DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 06 -24 -04 Complete [ Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Oniy INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: j TOES /THURS RO TING: Please Route (Structural Review Required No further Review Require ' d 1 REVIEWER'S INITIALS: DATE: i i i APPROVALS OR CORRECTIONS DUE DATE: 07 -22 -04 i Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ i Notation: REVIEWER'S INITIALS: DATE: 1 4 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28-02 PERMIT COORD Copy z z LL.w QQ JU UO Co CO W J = H S2 W w � =W ZO 25 U off WW U LL' O .z W U= O~ z �� \...,• �::' t: i�':• d.:: n�1f; I,.\ a$ : P' U,.`N^1Sf.,:;rvna.N.+uw�w«..�.»� 'Mfeawwa. 1 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -111 1 11 sl nl Fire Prevention Structural ❑ PROJECT NAME: WICKS RESIDENCE SITE ADDRESS: 14201 56 AVENUE SOUTH X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # afteribefore permit is issued DEPARTMENTSG 4 % �,,,,G Building ivision - Public Works DATE: 04 -01 -04 Nt' n4_ +(P-4 Planning Division Permit Coordinator le DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete I Incomplete ❑ Comments: DUE DATE: 04 -06 -04 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS RTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routing slip.doc z -28 -oz DATE: DUE DATE: 05 -04 -04 Not Approved (attach comments) ❑ z .� z �w QQ JU UO Ito W J = co LL w LL Q �D = �w z H F- O z F- W5 U� ON o�_ wW O •• z W U= O z PROJECT NAME: PERM17"'10 %. Site Address: /fW/ 41 Arawma J;0^-7w_ Original Issue Date: Qrw REVISION LOG Revision No. Revision I No Date Staff Received I Initials Stan I Initials Date Issued - Staff I Initials Summary of Revision: Received By: SFm Summar of Revision: G a TM1l�� -dl�7� .its $sT �h�V�If AV MAIMMIRT, Cri JM& Ct i YV /9CIfBSJ' �tlj0L7I7G• i Ap17711G AIllARItA..'ernpr1 i0 . Received By: W IMIA " 1001 u K46 o&WUS; Z"it/ r.44M, Z S/2" SZ. (please print) Revision No. Date ! Staff I Received i Initials Date Issued Stan I Initials I Summary of Revision: Summary of Revision: Received By: (please print) - Revision No. I Date ` Received Staff Initials I Date Issued I Staff Initials { I I Summary of Revision: Received By: tpiease pnnu :LN ion . Date I R eceived Staff I Initials Date I Issued Staff I Initials Summary of Revision: Received By: Revision Date No. I Received Staff I Initials Date I Staff I Issued Initials I I I I Summary or Revision: Received By: wr. �x r +•.. Arnr mw•n+y.,. �a +.r rcw�., r.. .r. rt , . r. 4.n+rre• , .h . +. �nrrar,.* ,.Mar>ctlrt7Fv'�4a{WF,:r Y;T- �t z Z W QQ 2 JU UO CO co J = I— NW WO a � a LLQ c� = �W z r•- O z 1— LUj U� O- o�_ WW H~ �z Iii co O z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 66' L3 Plan Check/Permit Number: p0�} Response to Incomplete Letter # Response to Correction Letter # EK Revision # 1 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner . Project Name: RE,6 eUC4'1 Project Address: t LA 2D I �� Pr e Contact Person: " `}Ool` C7UR,Gl'A M 04( C. Phone Number: Summary of Revision: `t 1 �IZs7u.Gt�OU�� �01�5� ' • 2�t�1,AiC� VY�LI,� �-D R F �ISfi 1 N G 'f 0 l L��' � N � f�'� � M E.t�i�" • (joRc 2U T <:APOfZWAq TO o tr..N Ack. S TO ATTI • e�-?A ) A tT tG r 1-O O IZ. A KEA , C b wS c, WKI. b • 7�s���� �, 74" X41 5 KKLIC� �fiS r 0kyfp, Sheet Number(s): 4.4 "Cloud" or highlight all areas of revision including date of revision pF AM,rC � Q� Received at the City of Tukwila Permit Center by: CFA Entered in Permits Plus on 08/06/03 z � o � JU UO N o CO LU J = U) U. W O L J Q N � = �. w z ZO r � LLJ U� CO o E- Ww LL wz CO) OF. z ' 3.ii. '✓ 4',w:�:us�i3: «eF � :: t�' s d3yei'. i. Na. s: HRa:: y,:*. cHt :firiLSiuS.irt.6F� ,�.t dJ4 �'. �J +lk :taq.�nnceu.. CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Telephone: (206) 431 -3670 STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) H=4 Tukwila, WA 98188 C7 CO tZG l p� Nl. Val tC.(� , states as follows: = 1. 2. 3. 4. I have made application for a building permit from the City of Tukwila, Washington. 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 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. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 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, 1 consider the work authorized under this building permit to be exempt under No. _ (�, , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. a:Yh. AP A• S sioivF of o NoTApy PU13LIC i or ��I1�9.. • 6 .16 -�� WASM. Signed and sworn to before me this day of Ala v , 20 NOTARY PUBLIC in and r the State of Washington, residing at Ki n q County. Name as commissioned: 41) e. A. Deas My commission expires: 6- AFFCONT 1113100 Z ~w JU tU 0 NO J = H N L w 9-1 LL? � z ~ z �O Z i-- w w U 0 - - o �- w W U. 6i U= o� Z 18.27.090 Exemptions. This chapter shall not apply to: 1. An authorized representative of the U, sited 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 or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of a structure; 6. Any construction, alteration, improvement, or repair of personal property, except this chapter shall apply to all mobile /manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 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; Q a 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; 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 $500, 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 AFFCONT 1113100 of the operatiot is made into contracts of amounts less than $500 for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he 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; 0 2. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 13. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; I , 15. Any person who engages in the activities herein regulated as an'employee of a registered contractor with wages as his sole compensation; 16. Contractors on highway projects who have been prequalified as required by chapter 13 of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. eY.. 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