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HomeMy WebLinkAboutPermit D12-217 - WALKLEY GREENHOUSE AND STORAGE - BUILDINGWALKLEY GREFNHOUSE/STORAGE 13035 40 AV S D12 -217 City oPfukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 7340600801 Address: 13035 40 AV S TUKW Suite No: DEVELOPMENT PERMIT Project Name: WALK LEY GREENHOUSE /STORAGE Permit Number: D12-217 Issue Date: 08/29/2012 Permit Expires On: 02/25/2013 Owner: Name: WALKLEY PAUL A Address: 13035 40TH S , TUKWILA WA 98168 Contact Person: Name: PAUL A WALKLEY Address: 13035 40 AV•S , TUKWII,A WA 98168 Contractor: Name: OWNER AFFIDAVIT - PAUL WALKLEY Address: , Contractor License No: Lender: Name: Address: Phone: 206 354 -7637 Phone: Expiration Date: DESCRIPTION OF WORK: CONSTRUCTION OF 700 SF BRACED WALL PANEL GREENHOUSE /STORAGE BUILDING Value of Construction: $30,366.00 Fees Collected: $1,116.68 Type of Fire Protection: NONE International Building Code Edition: 2009 Type of Construction: VB Occupancy per IBC: 26 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D12 -217 Printed: 08 -29 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start lime: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: ,;,- Q1- Date: 3---° 72 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 and agree to the conditions attached to this pe Signature: Print Name: (.,(.sue -ice. Au? '4- Date: F-27- ` 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. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: All wood to remain in placed concrete shall be treated wood. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary doc: IBC -7/10 D12 -217 Printed: 08 -29 -2012 sewer connections, and properly fill or othee protect all basements, cellars, septic tlls, and other excavations. Final inspection approval will termined by the building inspector based diritisfactory completion of this requirement. 8: 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. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: IBC -7/10 D12 -217 Printed: 08 -29 -2012 CITY OF TUK•A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www.TukwilaWA.gov Building Pelt No. Project No. Date Application Accepted: Date Application Expires: b12- 21'I (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: ( to 5 5 Tenant Name: 14 4 , LJ / K 1 e y PROPERTY OWNER Name: 5-4/1/E �) ) (, �J Name: c t.L 1 A, w/4 ((t l e Company Name: Address: ( 303 S Af'OV A U pt S/ City;--- ei /< tAi iii; State: 1 Zip / l /g L (v CONTACT PERSON — person receiving all project communication Name: 5-4/1/E Address: Company Name: Address: Architect Name: City: State: Zip: Phone: .2_06,3.5--%_ 7s.? ax: City: Email: Exp Date: Phone: GENERAL CONTRACTOR INFORMATION Company Name: O Co Nee Address: Company Name: Address: Architect Name: City: State: Zip: Phone: Fax: City: Contr Reg No.: Exp Date: Phone: Tukwila Business License No.: Email: H: Applications\Forms- Applications On Line\2012 Applications\Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh King Co Assessor's Tax No.: 1`7"1 at 0 —CAW Suite Number: l Floor: New Tenant: ❑ Yes / No ARCHITECT OF RECORD Name: Address: Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: Address: Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIO 1206 -4 431 -3670 Valuation of Project (contractor's bid price): $'z 46-0 (9 • 0° Describe the scope of work (please provide detailed information): 20)4 3 0 ` OD 5'', i. FL(,i 101 r �� ��4� CA 6A1 rvi} JCR -V- pelT '�1 Q%9-M 5 tJ/ t-o $& W per b (D C k5 r l • Existing Building Valuation: $ Will there be new rack storage? ❑ ....Yes ❑ ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 1 PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No if "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm bylst None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Sa ty Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line\2012 Applications\Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC is` Floor 1 °) 2nd Floor /) � ° /^ 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage p 0 0 l�/ V Attached Carport Detached Carport 1, .7.-.:-.--,7-. 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 of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No if "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm bylst None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Sa ty Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line\2012 Applications\Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh Page 2 of 4 PERMIT APPLICATION NOTES — 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 grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 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 Signature: R OR AUTHORIZED AG NT: Wes_ l' Date: 1 ` L) — 12, Print Name: A , iW,4/R 1 E7 Day Telephone: 206 3 - W 317 Mailing Address: 3 03 5 'J�D i U e, 5, City H:\Applications\Fonns- Applications On Line\2012 Applications'Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh State Zip Page 4 of 4 PUBLIC WORKS PERMIT INF(ATION — 206 - 433 -0179 • Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ...Water District #125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate Septic System: ❑ On -site Septic System — For on -site se • tic system, provide 2 copies of a current septic design approv :, �''. y King County Health Department. ❑... Highline ❑...Valley View ❑...Renton ❑ ...Sewer Availability Provided 0... Renton 0... Seattle Submitted with Application (mark boxes ❑ .. Civil Plans (Maximum Paper Size — 2 ❑ .. Technical Information Report (Storm Drai ❑ .. Bond 0... Insurance ich apply): x 34 ") ge) Easement(s) Proposed Activities (mark boxes that apply): ❑ .. Right -of -way Use - Nonprofit for less than 72 hour ❑ .. Right -of -way Use - No Disturbance ❑ .. Construction/Excavation /Fill - Right -of -way ❑ Non Right -of -way ❑ 0... Geotechnical Repo ' ❑ .. Traffic Impact Analysis 0... Maintenance Agri" ent(s) ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) ❑ .. Total Cut ❑ .. Total Fill ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water 0... Right - ay Use - Profit for less than 72 hours ❑... Ri , f -way Use — Potential Disturbance cubic yards cubic yards ... Work in Flood Zone ... Storm Drainage 0... Abandon S :r' is T ❑... Curb Cu 0...Pave 't Cut El... Loo d Fire Line 0... Grease Interceptor ❑... Channelization ❑...Trench Excavation 0... Utility Undergrounding ❑ .. Permanent Water Meter Size (1) WO # (2) WO # (3) " WO # ❑ .. Temporary Water Meter Size (1) " WO # (2) " "a 0 # (3) " WO # ❑ .. Water Only Meter Size WO # ❑ .. duct Water Meter Size _ " ❑ .. Sewer Main Extension P is ❑ Private ❑ ❑ .. Water Main Extension : ; r lic ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Li Number of Public Fire Hydrant(s) ❑ .. Water /, .. Sewer ❑ .. Sewage Treatment Monthly Service Billin o: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms- Applications On Line\2012 Applications\Permit Application Revised - 2- 7- 12.docc Revised: February 2012 bh Page 3 of 4 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 7340600801 Permit Number: D12-217 Address: 13035 40 AV S TUICW Status: APPROVED Suite No: Applied Date: 06/20/2012 Applicant: WALKLEY GREENHOUSE /STORAGE Issue Date: Receipt No.: R12 -02490 Payment Amount: $947.87 Initials: WER Payment Date: 08/29/2012 02:44 PM User ID: 1655 Balance: $0.00 Payee: PAUL WALKLEY TRANSACTION LIST: Type Method Descriptio Amount Payment Check 6598 947.87 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES PLAN CHECK - RES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $947.87 674.05 269.32 4.50 doc: Receiot -06 Printed: 08 -29 -2012 f City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.: ov Parcel No.: 7340600800 Address: 13035 40 AV S TUKW Suite No: Applicant: WALKLEY CARPORT RECEIPT Permit Number: D12-217 Status: PENDING Applied Date: 06/20/2012 Issue Date: Receipt No.: R12 -01925 Payment Amount: $168.81 Initials: JEM Payment Date: 06/20/2012 09:45 AM User ID: 1165 Balance: $264.20 Payee: PAUL A WALKLEY TRANSACTION LIST: Type Method Descriptio Amount Payment Check 6580 168.81 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES 000.345.830 168.81 Total: $168.81 doc: Receiot -06 Printed: 06 -20 -2012 INSPECTION RECORD Retain a copy with permit. INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 IL, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proiect: VA LKte ��� � J e 4 le.o(„ F- S G/N Address: _ i 3 (03�v Avi. Date Called: WA-L.-L. SC\e &� Special Instructions: Date Wanted :. , -3 Q _ � 3 f t p p /.m. ,� .m. Requester: --..—'' Phoallo6 ,3� .4 _9(37 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: f 1 inspector: AI\ V \: A/ I n REINSPECTION FEE REQUIRED. Prior, to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date:4 A ,, 13 .,. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. D(Z -2.( 7 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proje ct) :I,. j A/# it (0 k lid Rike-ATA:/t Type SsPtior � .AA t � Addre:03 ^ ov� -- Date Called: 1 eel u.S i us-e_ , iC__3 p (,c -� Special Instructions: %tQn'1 �S `� /5-1-bfAK Date Wanted: , 2, ' _ r.3 (a. p m. Requester: Ph ?2 NT:a —3 C 4 _r7 7 ElApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: (0 k lid Rike-ATA:/t - i::A.5 p e... €3 c. A-1i ! .ST�.4- ----. ,/ 1 eel u.S i us-e_ , iC__3 p (,c -� st.- -s - 1.035-e_ ( J4 ..: 1 Inspector( ou, Date:'' k ri REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pr f 6/eei "T Typ f Insp ec in•: �qKk C� -o0 c . Add I 7-1-_ .46 Date Called: Special Instructions: St--.) - Date Wanted:` . ( r( 1 a.m ` .. Requester: Phoe.q+. _354- � %to37 MApproved per applicable codes. Corrections required prior to approval. COMMENTS: j oo 1 I i!/6 /rcp/m.ict.el - K© kJ (r!�!4 oPew / ) I;specte : R Date: NSPECTION FEE REQ IRED. Prio rto next inspection. fee must be id 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., #100, Tukwila. WA 98188 (206) 431- 3670 Permit Inspection Request Line (206) 431 -2451 Project: t t 1 At N4 L."F LA %iZ ffN ! ttn ,C r Type of Inspection: i_enn r-ro. 1 r_, Address: 1af1-2c1, 1-40 A(I C. Date Called:` Special Instructions: Cfri5r ( 1(n ,^iRAP 2y /i el040,7 -0 1 Date Wanted:. a.m'ti' Requester: - " Phone No: .u.)(-)- 35 V -763-7 ❑ Approved per applicable codes. Corrections required prior to approval. • COMMENTS: 1. c r) To Uckn=t9 — S i24?, lery t1,":-. pg,„. 4)6.4 ,4; / spectort Date: ( 14 . , . . . 1 5 11, A l A A . . // , 1 0- 3.0 -)2. n R NSPECTION FEE REQ MED. Prior/to next inspection. fee must"be aidat 6300 Southcenter Blvd.. Suite 100. Callao schedule reinspection:= .Real REVIEWED FOR CODE COMPLIAN( APPROVED AUG 28 2012 City BUILDI 5 RI th Ki in of Of UkWila . Tr ;�;IISION E1 ' Paul AWalkley 13035 40th Ave S Tukwila WA 98168 -3116 2,06-3S- P.67 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. _ tYOT : rn 'c 'ea- • na • •- a ,. property: located at 13035 40t A-Ga? rr? ^�igl{0 { "O" County; Washington, legally described as o co,- fan review foss. West 225 feet of the South 100 feet of Tract 54, ERSIDE INTERURBAN TRACTS, according to the plat reof recorded in Volume 10 of Plats, Page 74, in g County, Washington, TOGETHER WITH an easement for ress, egress and utilities over the North 20 feet the South 100 feet of the East 155 feet of_ said - - ct 54. a0. Paul A Walkley 13035 40th Ave S Tukwila WA 98 • +, -tv ;P.! ;tele 5AM su aied.to:errors and 3 co t A cf construction documents does not M *fi olatt n of any adopted code or ordinance. d F=ile Copy conditions is ackno pp c; s tab -!i 1 NOr Leese 4, 45 40; : c ``` • 4 B e City of '� p. 0001r. , 6UILDI1413 eo Qvs Q 225 .J '4 L 1 TA -jO-a 49-00 E3TAB- Re/- emu 134TH • e j +e.ti w • 510 t, • 3O a .58. •. 1p tw ' 4 la I IS 17 to c0 84.17 : 5 �spoo = Ha t% S ST S 3 9 • I I. al .3 3 t. 3i> `_CITY eiiu1� 371012- PER CEN1E W Q 1- 4pp08' 0010. 00$! 3, a 2. s 1. )z0 Wi — is1.715 725 �,,p0 c 4 g` TUK SP i3: 92- )0391415303240844 _1°__ ateO 1 y t..:. iot 6 X1+1. iv, �� �� Idti of 10� n lot Z �0. % C !30.73 A� \,r.. `q. Q 1o+4 10- °e--.. � 9_ m- o IG47 '�°� 12 - K 7LBG ,ia.�o soos 7 0 `• �weres: f /OC 140 140 0 t tl -a 100 1 I a 10t NI S4 °w . o4 °4 a 03 100 041't ( LOT 4 1�+0 3 tam, .. tt 7 `"! s. sus - So , 4 q09" 09-°r". • 3 LOT 2 LOT I t17. TaL! t ca 1_93 -0ae4 lo TUK SPf'' ' 92 - 0099 " 96020610879 Is. • � g t o • s 0 0 z. T 4 0 :11:: Al Ot PARCEL A: !� t1 n n r• THE. WEST. 225 FEET OF THE SOUTH 100 FEET OF TRACT 54, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON PARCEL B: AN EASEMENT FOR INGRESS AND EGRESS OVER THE NORTH 2O FEET OF THE SOUTH 100 FEET OF THE_EAST 155 FEET OF SAID TRACT 54. - BOTH SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. LTR# C7AN L� 12— 1 al ' for F4f 4 t/wi Cs-Afia5 P o ti; Y roroseit GA. eN 01.4se)gf®rA.9 -P 27 6,, 3f1' �5� 3' LW ekA1',,4./ ANci-or re),A it\ corti;t9i 9 ce/vcie-t-c -4-- If 11'4 5/ 10( 1 4. •..... 14• 2. 9. /41 ,1 fiev X 12' IG' J -1-111 Sd- 4 2q 1-/x$ 76,E 3a',ff'1.(6,4K •>e /ox t2' Dou\ `e 77,q. 14.7 /-i° 1ioab?' (privet-5 13d/1m. )41 e Pz Rigk t s'Cie 5Qire,,,! ,reverrs� 417( loX /0' 0r /r!e ?,4-1 .trA f $'s ^ !6aair,.- to 7" 4 AZ' l =ill e# 2t / j 'h&', 3l " a x3/ 'rrRrn► 43 it 1$924X 066 514.5gd'o S'%eF „ivy 4 iJ j; e' W a° • t• I ,4 k U`oIf 4"4 ' rAp eV, 11-V- 3 f74-11, c_o/y2fees; ely' of Sae \-1,1814.D ro$! rPe4 AZ, )41 1 z' roo 14/y_ lvekitvrl r' ur riplc4Ne riff S 9nt ,rOO- i sus MAX HEIGHT 10' EXTENT OF HEADER DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS) EXTENT OF HEADER SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) • r MIN. 3' x 1125 NET HEADER 6' TO 18'. FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF 16D SINKER NAILS AT3. O.C. TYP. 1000 LB STRAP OPPOSITE SHEATHING .1000LB STRAP FASTEN SHEATHING TO HEADER WITH 8D COMMON OR GALVANIZED BOX NAILS IN 3' GRID PAr r tHN AS SHOWN AND 3.O.C. IN ALL FRAMING (STUDS, BLOCKING AND SILLS) TYP MAN.WIDTH = 16" FOR ONE STORY STRUCTURE MIN. WIDTH = 24' FOR USE IN THE FIRST OF TWO STORY STRUCTURES MN. 2x4 FRAMING 313' MIN. THICKNESS WOOD STRUCTURAL PANEL SHEATHING MN. DOUBLE 2x4 POST MIN. 4200 LB TIE-DOWN DEVICE (EMBEDDED INTO CONCRETE AND NAILED INTO FRAMING) SEE SECTION R602.10.3.3 { For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound force = 4.448 N. TYPICAL PORTAL FRAME CONSTRUCTION • FOR A PANS_ SPLICE • (IF NEEDED), FANEL • EDGES SHALL BE • BLOCKED. AND OCCUR WITHIN 242 OF MID-- • HEIGHT. ONE ROW OF • TYP. SHEATHING-TO- FRAMING NAILING IS • REQUI S:l. • IF 2x4 BLOCKING IS • USED. THE 21(4'S MUST • BE NAILED TOGETHER . WITH 3 16D SINKERS . FIGURE R602.10.3.3 METHOD PFH: PORTAL FRAME WITH HOLD -DOWNS MN. 1000 LB TIE DOWN DEVICE 35 I 1.4 For SI: 1 foot = 304.8 mm. a. Linear interpolation is permitted. b. When a braced wall line has a parallel braced wall line on both sides, the larger adjustment factor shall be used. R602.10.2 Intermittent braced wall panel construction methods. The construction of intermittent braced wall panels shall be in accordance with one of the methods listed in Table R602.10.2. TABLE R602.10.2 INTERMITTENT BRACING METHODS METHOD MATERIAL MINIMUM THICKNESS FIGURE LIB Let -in- bracing 1 x 4 wood or approved metal straps at 45° to 60° angles for maximum 16" stud spacing -� 11111111M s DWB Diagonal wood boards 3/ " (1" nominal) a fo�aximum 24" stud spacing 11111111111: ' WSP Wood structural panel (see Section R604) 3 /' ' 8 /2" or 25/32" for maximum 16" stud spacing Structural fiberboard sheathing SFB GB Gypsum board '/2 IIIIIII PBS Particleboard sheathing (see Section R605) 3/8" or 1/2" for maximum 16" stud spacing i�`� 11011111111 Mit MiTek' Re: 120868AH PAUL bkeffavey- Z kley, MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676 -1900 Fax 916/676 -1909 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Tacoma Truss Systems, Inc.. Pages or sheets covered by this seal: R35054959 thru R35054960 My license renewal date for the state of Washington is August 1, 2014. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. August 24,2012 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/FPI 1. d EIVED .. CITYR '- $ TUKWILA AUG 2 7 2012 PERMIT CENTER INCOMPLETE. CORRECTION LTR #. 12.- 211 Job Truss Truss Type Qty Ply PAUL LACKLEY R35054959 120868AH Al FINK 17 1 Job Reference (optional) acorns Truss Systems, Inc., Spanaway, WA 98387 -8179 -2-0-0 2 -0-0 5-4-14 5-4-14 10-0-0 4-7-2 46 = 7.250 s Aug 25 2011 MiTek Industries, Inc. Fri Aug 24 13:11:20 2012 Page 1 ID: OIXsPu531oENUhiui9ZVQsykbut- MnM1NJ_ BBgObpokcQydB33sdF1Glga8EJOxs5nykbkL 14 -7 -2 20-0-0 22-0-0 4.7 -2 5-4-14 2.0-0 9mk • 1:39.4 6-11-4 13 -0-12 20-00 6-11-4 6-1-8 6-11-4 Plate Offsets (X Y): [2:0 3 14.x1 -8). (6:0- 3- 14.0 -1 -01 LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 • BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Ina YES Code IRC2009/TPI2007 CSI TC 0.32 BC 0.47 WB 0.24 (Matrix) DEFL in (loc) Udefl L/d Vert(LL) -0.11 8-9 >999 240 Vert(TL) -0.23 8-9 >999 180 Horz(TL) 0.06 6 n/a n/a PLATES GRIP MT20 185/148 Weight 68 lb FT = 20% LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 HF Stud/Std REACTIONS (lb/size) 2= 963/0-5 -8 (min. 0-1 -9), 6= 963/0-5 -8 (min. 0-1 -9) Max Uplift2= 187(LC 3), 6=-187(LC 3) FORCES (lb) -Max. CompiMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2 -3= 1825/190, 3-4=-1604/160, 45= 1604/160, 5-6= 1825/190 BOT CHORD 2 -9= 109/1668, 8.9= 45/1170, 6-8= 109/1668 WEBS 3-9= 308/104, 4-9=0/480, 4-84)/480, 5-8=-308/104 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 3-11 -3 oc puriins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bredng be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 85mph; TCDL= 4.2psf; BCDL�.Opsf, h =25ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 3) This truss has been designed for a 10.0 pal bottom chord live load nonconc urrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard August 24,2012 ® WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED Ml7EKREFERENCE PAGE M!1 -7473 BEFORE USE. Design valid for use only with MiTek connect ors. This design Is based only upon parameters shown, and is for an Individual building component. Applicability of design parameters and proper incorporation of component Is responsi2ety of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stabsily during construction is the responsbr'rlty of the erector. Additional permanent bracing of the overall structure is the respaKbPry of the building designer. For general guidance regarding fabrication. quality control. storage. delivery. erection and bracing. consult AN51/1111 Quality Criteria. 0SB-89 and SCSI Building Component Safety Infarma9on available from Truss Plate institute. 781 N. Lee Street. Suite 312 Alexandria. VA 72314. If Southern Pine (SP or SPp) lumber is specked. the design values are those effective 0510172012 by AL SC or proposed by SPIB. MiTek' 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610 Job Truss Truss Type Qty Ply PAUL LACKLEY R35054960 120868AH A2 GABLE - 2 1 Jab Reference (optional) Tacoma Truss Systems, Inc., Spanaway, WA 98387 -8179 -2-0-0 2.0.0 1040 10-0-0 4m 12 ' 6 5 /M as = 7250 s Aug 25 2011 MiTek Industries, Inc. Fri Aug 24 13:11:21 2012 Page 1 ID:O1 XsPu531 oENUhiui9ZVQsykbul -gzwQaf?py88SRylp_g8QcGOg1 Qi9P4rNY2gQdDykbkK 20.00 22-0-0 10 1000 29 29 27 26 24 70-0-0 23 22 21 an 19 18 3i6 = 20-0-0 200 Scale 139.4 Plate Offsets (X Y)• (9.0- 2- 8.Edge) LOADING (psf) TCLL 25.0 TCDL 7.0 BCLL 0.0 • BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Ina YES Code IRC2009/TPI2007 CSI TC 0.25 BC 0.09 WB 0.02 (Matrix) DEFL in (lac) Udell Ud Vert(LL) -0.04 17 n/r 120 Vert(TL) -0.05 17 n/r 120 Hoa(fL) 0.00 16 n/a n/a PLATES GRIP MT20 185/148 Weight: 78 lb FT = 20% LUMBER TOP CHORD 2 X 4 HF No2 BOT CHORD 2 X 4 HF No.2 OTHERS 2 X 4 HF Stud/Std BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS AU bearings 20-0-0. (Ib) - Max Uplift All uplift 100 lb or less at joint(s) 28, 27, 26, 25, 22, 21, 20, 19 except 2= 134(LC 3), 16= 134(LC 3) Max Gray All reactions 250 lb or less at joint(s) 29, 28, 27, 26, 25, 24, 23, 22, 21, 20, 19, 18 except 2= 285(LC 1), 16= 285(LC 1) FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 85mph; TCDL= 4.2psf, BCDL�.Opsf, h=25ft; Cat. II; Exp B; endosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1 -2002. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonoorcurrent with any other five loads. 8) * This truss has been designed for a five load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tab by 2-0-0 wide will fit between the bottom chord and any other members. 9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard August 24,2012 ® WARMING - Verify design parameters and READ NOTES ON THIS ARID INCLUDED MITEK REFERENCE PAGE MD- 7473 BEFORE USE. Design valid for use only with Welk connectors. This design Is based only upon parameters shown, and h for an individual building component. Appicablity of design parameters and proper incorporation of component is responsbiGly of bulking designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the respassflllity of the erector. Additional permanent bracing of the overall structure its the responsibely of the building designer. For general guidance regarding fabrication. quality control. storage. deWery. erection and bracing. consult ANSI/rP11 Quality Gillette. 05B-89 and SCSI Building Component Safety InformatIon available from Truss Plate Institute, 781 N. Lee Street. Suite 312 Alexandria, VA 22314. If Southern Pine (SP or SPp) lumber is specified, the design values are those effective 06(012012 by ALSC or proposed by SPIB. MiTek' 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95010 Symbols PLATE LOCATION AND ORIENTATION 1 3/" Center plate on joint unless x, y a offsets indicated. Numbering 6-4-8 System dimensions shown in ft-In- sixteenths (Drawings not to scale) 2 3 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury i. Additional stability bracing for truss system, e.g. diagonal or X- bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Comber is a non - structural consideration and Is the responsibility of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects. equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, q 9 p g• or less, if no ceiling is Installed, unless otherwise noted. 15. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture to accordance with ANSI/TPI 1 Quality Criteria. I 1 TOP CHORDS are r))))))te Dimensions are in ft- in- sixteenths. h Apply plates to both sides of truss and fully embed teeth. O X1/16„ TOP CHORD 111110116 ° ` '- p � 1 O= U a I- • For 4 x 2 orientation, locate plates 0-'na from outside edge of truss. This symbol indicates the BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED /LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS /LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ESR 1988 ER 3907, ESR -2362, ESR -1397, ESR -3282 Southern Pine lumber designations are as follows: SYP represents current /old values as published by AWC in the 2005/2012 NDS SPp represents SPIB proposed values as provided In SPIB submittal to ALSC dated Sept 15, 2011 SP represents ALSC approved /new values with effective date of June 1, 2012 (2x4 No 2 and lower grades and smaller sizes), all MSR /MEL grades © 2012 MiTek® All Rights Reserved required direction of slots in 'Plate software PLATE 4 LATERAL BEARING location SIZE x , ...•••••• Connector plates. details available in MiTek 20/20 or upon request. The first dimension is the plate 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. BRACING LOCATION Indicated by symbol shown and /or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint MiTek Engineering Reference ' H a e Sheet: MII -7473 rev. 01/18/2012 number where bearings occur. • —. ►= Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB -89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 03 -05 -2013 PAUL A WALKLEY 13035 40 AV S TUKWILA WA 98168 epar-irnent of Communaty Develop�.ent RE: Permit No. D12 -217 WALKLEY GREENHOUSE /STORAGE 13035 40 AV S TUKW Dear Permit Holder: aim Haggolon Mayor Jack Pace; Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 04/29/2013. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 04/29/2013, 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, File: r Marshall Technician Permit File No. D12 -217 '6300 Southcenter Boulevard Suite# 1.00: Tukwila; Washington 981:88 •Phone 206431,3670 Fccx 206 -431 3,665 jrs City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director August 14, 2012 Paul A Walkley 13035 40 Av S Tukwila, WA 98168 RE: Incomplete Letter #1 to Correction Letter #2 Development Permit Application D12 -117 Walkley Greenhouse /Storage —13035 40 Av S Dear Mr. Walkley, This letter is to inform you that your submittal in response to Correction Letter #2 received at the City of Tukwila Permit Center on August 9, 2012 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions regarding the attached comments. Please address the comments above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, fifer M. shall it Technician En ures File: D12 -217 W:\Permit Center \Incomplete Letters\2012\D12 -217 Inc Ltr #1 to Corr Ltr #2.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 • Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: August 14, 2012 Project Name: Walkley — Greenhouse /Storage Permit #: D12 -217 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1 Previous memo request: The only other item of concern is the design of the roof system which was also a request of the previous review memo. Wood trusses shall be designed in accordance with accepted engineering practice. The design and manufacture of metal-plate-connected wood trusses shall comply with ANSI/TPI 1. The truss design drawings shall be prepared by a registered professional where required by the statutes of the jurisdiction in which the project is to be constructed The design for the roof system does not meet the prescriptive framing design per building codes. There are two options: either have an engineer provide a design, signed and stamped by that engineer, for a personal framed truss system where the intent is to construct your own trusses. Or show pre - engineered trusses provided by a truss manufacture. In either case the, roof truss system shall be engineered (IRC R802.10.2) Provide an engineered truss design, Original STAMPED and SIGNED by an Engineer, or show trusses shall be provided by a manufacturer with "engineered" trusses. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. w City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 1906 August 7, 2012 Paul A. Walkley 13035 40 Ave S Tukwila, WA 98168 RE: Correction Letter #2 Development Permit Application Number D12 -217 Walkley Carport —13035 40 Av S Dear Mr. Walkley, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 431 -3678 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. encl File No. D12 -217 W:\Permit Center \Correction Letters \20I2\D12 -217 Correction Letter #2.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Project Name: Walkley — Greenhouse /Storage Permit #: D12 -217 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The only other item of concern is the design of the roof system which was also a request of the previous review memo. Wood trusses shall be designed in accordance with accepted engineering practice. The design and manufacture of metal - plate- connected wood trusses shall comply with ANSI/TPI 1. The truss design drawings shall be prepared by a registered professional where required by the statutes of the jurisdiction in which the project is to be constructed. The design for the roof system does not meet the prescriptive framing design per building codes. There are two options: either have an engineer provide a design, signed and stamped by that engineer, for a personal framed truss system where the intent is to construct your own trusses. Or show pre- engineered trusses provided by a truss manufacture. In either case, the roof truss system shall be engineered. (IRC R802.10.2) Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. s City of Tukwila July 9, 2012 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Paul A. Walkley 13035 40 Ave S Tukwila, WA 98168 RE: Correction Letter #1 Development Permit Application Number D12 -217 Walkley Carport —13035 40 Av S Dear Mr. Walkley, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. Sincerely, shall ician end File No. D12 -217 W: \Pennit Center \Correction Letters\2012\D12 -217 Correction Letter Ill.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: D12 -217 Project Name: Walkley Carport Permit # D12 -217 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculation sheets shall be stamped and signed. 1. The lateral bracing shown on the plan does not meet one of the prescriptive lateral bracing requirements in the Building Code. Please provide lateral bracing meeting one of these options or the lateral and gravity design could be done by a structural engineer licensed in this state. The same condition applies to the foundation and roof framing. Plans need to meet code requirements and a design professional may be needed. Should there be questions concerning the above information please contact the Building Division at 206- 431 -3670. ,OPERMIT CORD COP *' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -217 DATE: 08/27/12 PROJECT NAME: WALKLEY GREENHOUSE /STORAGE SITE ADDRESS: 13035 40 AV S Original Plan Submittal X Response to Incomplete Letter # 1 X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: B I 04' ill). ing Division Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete %. Incomplete ❑ DUE DATE: 08/28/12 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required n REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/25/12 Approved ❑ Approved with Conditions in Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: *ER IIT COORD COP4 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -217 DATE: 08/09/12 PROJECT NAME: WALKLEY GREENHOUSE /STORAGE SITE ADDRESS: 13035 40 AV S Original Plan Submittal X Response to Correction Letter # 2 Response to Incomplete Letter # Revision # after Permit Issued DEPAR ENTS• iiodo- Buil tql ing 'vision Public Works ❑ Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ DUE DATE: 08/14/12 Incomplete Not Applicable ❑ Comments: Permit: Center= Use Only >'r o t►�1z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/11/12 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit' Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: - HERMIT COORD CORM PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -217 DATE: 07/30/12 PROJECT NAME: WALKLEY - GREENHOUSE/STORAGE SITE ADDRESS: 13035 40 AV S Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPART ENTS eA Building Division Public Works Fire Prevention Structural Pin Division t` �2 9 Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Ti DUE DATE: 07/31/12 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire El Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route 4:1 Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/28/12 Approved Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 1'1 Fire ❑ Ping ❑ PW ❑ Staff Initials: �ERNiIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -217 DATE: 06/20/12 PROJECT NAME: WALKLEY CARPORT SITE ADDRESS: 13035 40 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued D PA • TMEN S: 'vision P blic'Works ' I Fire Prevention I Planning Division Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 06/21/12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 07/19/12 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: 01\0‘\\11— Bldg EA Fire ❑ Ping ❑ p ❑ Staff Initials: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D12-217 Response to Incomplete Letter # 1 ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner CITY of ruxwttA AUG 2 7 2012 C ern Project Name: Walkley Greenhouse /Storage Project Address: 13035 40 Av S Contact Person: P Atik 1 WAMil Phone Number: 9—DU � 113—) Summary of Revision: Iron i 4\4\ c, kv\P Sheet Number(s): "Cloud" or highlight all areas of revision including date of revnisio f Received at the City of Tukwila Permit Center by: 0$111 IX Entered in Permits Plus on b \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6- ` / Z Plan Check/Permit Number: D12-217 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 Cl4FIFTNED '►CA ❑ Revision # after Permit is Issued AUG 0 91012 ❑ Revision requested by a City Building Inspector or Plans Examiner p EAnarrcEivrEA Project Name: Walkley Greenhouse /Storage Project Address: 13035 40 Ave S Contact Person: i4- Ll,l w,4 R 1 e- Phone Number: 2 04 3 5 9- 9,4 Y Summary of Revision: C It i} iuj, --9 Its' `emu rev Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 0 \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must he submitted in person at the Permit Center. Revisions will not he accepted through the mail, fax, etc. Date: 9—) 9 - ) Plan Check/Permit Number: D12-217 ❑ Response to Incomplete Letter # ® Response to Correction Letter # I ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ernRECENEp OP rule mut /JUL 3.o 2012 P4imircE TEA Project Address: 13035 40 Av S Contact Person a1 OA) y Summary of Revision: LA deB~A 1 -TOSS tr-4G; 0✓ Sf r "s o m7s-71:5 - c-oN61-e` t5 Foo 105 s d-A C&' 1,)-9 11 � / )V / if 49 h. ,),get Phone Number: N �2D!9 - 35-q_'1637 0-A0 c ('i. u v-iv- ,1�470 -Co V - Sheet Number(s): "Cloud" or highlight all areas of revision including dat' o revisio,i Received at the City of Tukwila Permit Center by: _ -5—Entered in Permits Plus on \ applications \forms- applications on line \revision submittal Created: 8 -13 -2004 Revised: 10(,o - 55C 517LA -9crt CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -367o FAX (206) 431 -3665 E -mail: tukplanPci:tukwila.wa.us Permit Center /Building Division 206 431 -3670 Public Works Department 206 433 -0179 Planning Division 206 431 -3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING ) •Til ul A, k12) [please print name] , states as follows: PERMIT NO: `)-' \ 7 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I ' hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number j. 3, and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. cq7aA A tiC9C8-6e, Owner /Owner's Agent* Signed and sworn to before me this 2 6 d. d of A aCp i,L$ , 20 I NOT ' Y PUBLIC in and for the State of Washington Residing at I/1Ga Name as commissioned: My commission expires: , County 18.27.090 Exemptions. The regiion provisions of this chapter do not apply toll 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; ' " 18. An entity who holIds At of a valld"electrical contractor's license under chap�ee 3,9.8 RCW, that;emplbys a certified journeyman electician, a certified residentiiil specialty electrician, or anielectncal trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally,, directly „and immediately appropriate to the lik''e -iri =kind replacement of a household � q. - •,rrtf r� appliance or other small'litiuseliold utilization equipment that requires limited electric power” and limited waste and /or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. • Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions.