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HomeMy WebLinkAboutPermit D13-0356 - DYCK RESIDENCE - NEW DECKDYCK DECK 5143 S 164 ST D13-0356 Parcel No: Address: Project Name: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 6818400110 Permit Number: D13-0356 5143 5 164 ST DYCK DECK Issue Date: 12/26/2013 Permit Expires On: 6/24/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: DYCK GARY L 5143 S 164TH ST , SEATTLE, WA, 98118 JASON RUSSELL 4440 S 49 ST , TACOMA, WA, 98409 DR DECKS LLC 4440 S 49 ST, TACOMA, WA, 98409 DRDECDL954D8 Phone: (253) 377-3332 Phone: (253) 565-1122 Expiration Date: DESCRIPTION OF WORK: REPLACE EXISTING DECK Project Valuation: $10,000.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Occupancy per IBC: R-3 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: HIGHLINE Sewer District: TUKWILA SEWER SERVICE Fees Collected: $476.90 Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: • • Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: I hearby 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 construct • or the performance of work. I am authorized to sign and obtain this develop ermitilid a•ree • the • ditions attached to this permit. j Signature: � -� , Date:lr- 24/ j 1 27 Print Name: \ •o This permit shall become null and void if the work is not commenced within 180 days for 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 PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the 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 sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 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: 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. • PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0201 FOOTING 0409 FRAMING • • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. A 6:5 ;l Project No. Date Application Accepted: 1 S 11 I /2- t 7L- 11 Date Application Expires: (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 y King Co Assessor's Tax No.: % B v 14 o c \,1 Site Address: 5 (Lj S t 2LSuite Number: Floor: Tenant Name: ( _D\C U New Tenant: 0 Yes ❑ ..No PROPERTY OWNER Name: 1—. 45� U�� Name: r ^A� b`',K Address: ( 4 s .t ,c044 S -t_ CitYr—C,v__,A51I& State: .\;\.)A Zip:98tie CONTACT PERSON — person receiving all project communication Name: 1—. 45� U�� Address: 4441.0 ►i , L.tot.S-- City:1. 4t-a✓v.L\ State: j Zip: ti Phone: 2 3%7 2, , ax: ZS7 q7(4 cyj9 4, Email:ecce .S t 64.10s COI'' GENERAL CONTRACTOR INFORMATION Company Name: . 1� , I S L ` Address: n c. , (gGC LL1Lj4I - S±' "t `State: City: c o rw�. W a. Zip: (3.Fyieyi Phone: Z ‹.x.„43-....\,(2.:2_,Fax: 263 Lh60 c i0 Contr Reg No.:DeDc,OL gSi1j8 ate: 1,113/26.0 Tukwila Business License No.: i tJ SS H: Applications\Forms-Applications On Line \2011 Applications'Permit Application Revised - 8-9-11.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name: - , lis l_ --L C. Architect Name: J ,, 111 Address: City: c tate: Zip: vv Phone: Fax: Email: ENGINEER OF RECORD Name: 1'l b� O1r� Company Name: Address: Engineer Name: City: ""?6,(t_bl 00_0 State: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: 1'l b� O1r� )-- Address: City: ""?6,(t_bl 00_0 State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 10 OLS Describe the scope of work (please provide detailed information): ?-E p14L6 G2x`k9i-tiA Will there be new rack storage? 0 Yes Existing Building Valuation: $ 14. No If yes, a separate permit and plan submittal will be required. 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): 17—t Floor area of principal dwelling: 111.0 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? 0 Yes No If `yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm ❑ None tik Other (specify) ctette47vc., Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If `yes', attach list of materials and storage locations on a separate 8-1/1" x I I " paper including quantities and Material Safe ata Sheets. SEPTIC SYSTEM 0 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 \2011 Applications\Pcnnit Application Revised • 8.9-11.docc Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 2M Floor 3`a Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 2-0Q ``, 2 -Co 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): 17—t Floor area of principal dwelling: 111.0 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? 0 Yes No If `yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm ❑ None tik Other (specify) ctette47vc., Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If `yes', attach list of materials and storage locations on a separate 8-1/1" x I I " paper including quantities and Material Safe ata Sheets. SEPTIC SYSTEM 0 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 \2011 Applications\Pcnnit Application Revised • 8.9-11.docc Revised: August 2011 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 WASHINGTOIND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGE Signature: Print Nam tI, Mailing Address: �I\ S • Date: 1�I2-2-11"3 Day Telephone: 2-C-5 3-7-7 -337 WA City H: A,plications\Forms-Applications On Line \ 2011 Apptications\Pemtit Application Revised - 8-9-11.docx Revised: August 2011 bh 9VItT9- State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT ( QUANTITY PAID $290• 80 D13-0356 Address: 5143 5 164 ST Apn: 6818400110 290.80 DEVELOPMENT PERMIT FEE WASHINGTON STATE SURCHARGE TOTAL FEES PAID BY RECEIPT: R502 R000.322.100.00.00 B640.237.114 $290.80 $286.30 $4.50 $290.80 Date Paid: Thursday, December 26, 2013 Paid By: DR DECKS, JASON L RUSSELL Pay Method: CREDIT CARD 155653 Printed: Thursday, December 26, 2013 11:55 AM 1 of 1 CRWYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID 186.10 D13-0356 Address: 5143 S 164 ST Apn: 6818400110 $186.10 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R171 R000.345.830.00.00 $186.10 $186.10 $186.10 Date Paid: Friday, November 22, 2013 Paid By: DR DECK, JASON L RUSSELL Pay Method: CREDIT CARD 172732 Printed: Friday, November 22, 2013 9:19 AM 1 of 1 CRW SYSTEMS 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 Project: YcK ��? f Type of Inspection: RJ.6KM, A ress:,/� `s Date lied: r ne Special InstrtTctions: - Date Wanted:. /-- Co — p.m. Requester: `'', Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: roe JLQ-C LAD,,,ApCe-1( Date: co 14 REINSPECTION FEE REQUIR D(Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite•100. Call to schedule reinspection.. INSPECTION RECORD D3 J� Retain a copy with permit INSPECTION. NO. PERMIT NO. CITY OF TU.KWI.LA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pr 'ectiA e.14 b TYr, InspectiIVB 1oNii & Ad ress:Date 1LI3 . 1.64 -' Called: Special Instructions: • Dat Want d: x.121 13 m .,- Requester: Phone No: , 3-3'7-7-333 _ Approved per applicable codes. Li Corrections required prior to approval. COMMENTS: n r„-‘'vdr\.1 Led qrAO S U S-1 A lig,.. f G Date: 1 REI SPECTION FEE REQ 1RED. Prior next inspection. fee must be paid at 6300 Southcenter Fjlvd., Suite 100. Call to schedule reinspection. bt3-a35C, 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 t ) Pro ct: AHe, II.. �����- Type o�lnspection: r--O�1k16 Adc ees j: (,. s 104 Date Called: Special Instructions: \ Date 2! -7�, 3 a.m: Requester: - Pho3e Nea-.3_ 37 7_ 3 .33 a Approved per applicable codes. Corrections required'pribeto approval. COMMENTS: or: Dat_2 z % � r3 EINSPECTION PEE REQUIRED. [Prior to next inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. h€2+ '( DECK LEDGER CONNECTION TO BAND JOIST IRC SECTION R507 - DECKS 'TABLE 507.2.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS 6' and less TOP EDGE BOTTOM EDGE ENDS ROW SPACING Ledgers 2 inches'' 1/4 inch 2 inchesb 15/8 inchesb Band Joistc 3/4 inch 2 inches e 2 inchesb 15l8 inchesb For SI: 1 inch = 25.4 mm. a. Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with Figure R507.2.1(1). b. Maximum 5 inches. c. For engineered rim joists, the manufacturer's recommendations shall govern. d. The minimum distance from bottom row of lag screws or bolts to the top edge of the ledger shall be in accordance with Figure R507.2.1(1). e. The 2 inches may be reduced to 3/4 inch when the band joist is directly supported by a mudsill, a header or by double top wall plates 5" MAX 2" MIN. LEDGER STAGGER FASTENERS IN 2 ROWS 5.5" MIN, FOR 2 X 8' 6.5" MIN, FOR 2 X 10 7.5" MIN. FOR 2 X 12 LAG SCREW OR BOLT 3/4' MIN. 'DISTANCE SHALL BE PERMITTED TO BE REDUCED TO 4.5" IF LAG SCREWS ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH 2 X 8 LEDGERS TO 2 X 8 BAND JOISTS. TABLE R507.2 FASTENER SPACING FOR A SOUTHERN PINE OR HEM -FIR DECK LEDGER AND A 2 -INCH -NOMINAL SOLID -SAWN SPRUCE -PINE -FIR BAND JOIST'. f' g (Deck live load = 40 psi, deck dead load = 10 psi) JOIST SPAN 6' and less 6'1" to 8' ' 8'1" to 10' I 10'1" to 12' I 12'1" to 14' I 14'1" to 16' I 16'1" to 18' Connection details On -center spacing of fasteners'', e 1/ inch diameter tag screw with 15/ inch 2 32 maximum sheathing' 30 23 18 15 13 11 10 1/ inch diameter batt with 15/ inch maximum 2 32 sheathing 36 36 34 29 24 21 19 1/ inch diameter bon with t5/ inch maximum 2 32 sheathing and 1/ inch stacked washers"'" 2 36 36 29 24 21 18 16 For Si: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa. a. The tip of the lag screw shall fully extend beyond the inside face of the band joist. b The maximum gap between the face of the ledger board and face of the wall sheathing shall be 1/ inch. 2 c. Ledgers shall be flashed to prevent water from contacting the house band joist. d. Lag screws and bolts shall be staggered in accordance with Section R507.2.1. e. Deck ledger shall be minimum 2 x 8 pressure -preservative -treated No. 2 grade lumber, or other approved materials as established by standard engineering practice. f. When solid -sawn pressure -preservative -treated deck ledgers are attached to a minimum 1 -inch -thick engineered wood product (structural composite lumber, laminated veneer lumber or wood structural panel band joist), the ledger attachment shall be designed in accordance with accepted engineering practice. A minimum 1 x 91/ Douglas Fir laminated veneer lumber rimboard shall be permitted in lieu of the 2 -inch nominal band joist. 2 Wood structural panel sheathing, gypsum board sheathing or foam sheathing not exceeding 1 inch in thickness shalt be permitted. The maximum distance between the face of the ledger board and the face of the band joist shall be 1 inch. 9- h. .4 IRC SECTION R317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY All structural and framing members shall be constructed with approved pressure preservative treated wood or similar. Composite type materials made for outdoor deck structures and similar, typically railings and deck flooring, shall also be accepted and that is specifically designed for that application or use. (Refer to IRC SECTION R317 for additional code information) FIGURE R507.2.1(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS EXTERIOR SHEATHING EXISTING STUD WALL EXISTING 2x BAND JOIST OR ENGINEERED RIM BOARD FLOOR FRAMING 2" MIN. I q",kh .��I. 1-518" MIN. ���l��� 5" MAX, 2" MIN. - EXISTING FOUNDATION WALL DECK JOIST LAG SCREWS OR BOLTS JOIST HANGER FIGURE 507.2.3 DECK ATTACHMENT FOR LATERAL LOADS Siding Sheathing Note: This detail is applicable where floor joists are parallel to deck joists. 2" min. Floor joists Flashing for water tightness Decking Deck joists Table R502.3.1(2) Approved joist hangers Pressure treated 2x ledger with fasteners per IRC Table R507.2 Holdown device min 750# capacity at 4 locations, evenly distributed \\\._along deck & 1 within 2' of each end of the ledger. Holdown devices shall fully engage deck joist. A fully threaded 3/8" diameter lag screw predrilled w/min 3" penetration to top plate, studs, or header. (IMPORTANT PLEASE READ) Your deck construction shall comply with all currant building code requirements for type of materials used and the prescriptive methods for positive attachment of deck framing members to the building as specified above. The general information here provided on this sheet is to assist you in determining the method, type and number of fasteners required and type of materials to be used. Should you need additional assistance, you may call the permit center for more information. FILE COPY PermIt a�®o0 SS& SEPARATE PERMIT REQUIRED FOR: t� r iechanical 1Electrical Ilumbing i�Gas Piping t 7`;•Ty of Tukwila F, t r,\I DIVISION F L N f '' APPROVED chnaes can be made. to these Plans without approval from the Planning Division of DCD Approved 6O a Phi review approval is subject to errors and omissions. -` & construction documents does not aath; ;ze '=o�: o is ly adopted cod= ��.r ordinance. Receipt '�' L oro . icfo .yond ons OS a(«An owledged: By Date: aty Of T V` I1Ua UXL ANG DD XVXSIIOW REVISIONS No changes shall be made to the scope rf `_.•)-k without prior approval of '•.t 'hila Building Division. �'�'s:^n� will require a new plan submittal c n J may include additional plan review fees. REVIERaD FOR ODG COO IPd9Q(IGC APPRMD ®CSC 04 MBI C�o�y ©g mkumet WOWING DIVISION RIECEOVED CITY OF TUKWILA NOV 2.2 2013 PERMIT CENTER 065 4) 14 • • • ••••4. ‘4. 41 • 4.. • t • It ,1`,,T77..r7T %;-.1 :Iv • REVIEWED FOR ODE COMPLIANCE' APPROVED DEC 04 2013 Cltyof Tukwila BUILDING DIVISION Joists to b T#2 Si Better 16" or less o/c RECEIVED Beam to be 4x10 T #2 Better Posts to be PT 4x6 #2 & setter CITY OF TUKWILA NOV 22 2C:3 PERMIT CENTER HUeKHt+on+-V b 41 alroase . att a: i.e d .t� existing rrierilt retaining. gyral .I -Si rrm,p.1on 4.x6 Z Max or = post ' aSes v,•i9I be W+�t set intl.? concrete.. . •2x$ PT gUr ets witi sand rah each 47;r6 post erre pra•vide + ginriactiorf .` 2x 4 , IPT H Y' b.r Q a is rig: willtoeg.ed r-' I i u of , .'rt; of ppr rtF • tr matt Uwa.I scr Ov-ws tir.,i fl be attached to underside of deo k each joist (3.::2). -Si r'npson L U828 Z Joist k:anr, ers. Will be .attached to 'edgier ' .eery • 8,d or le5:5 c:'io. t•.fta 17.r. 17,1 �tL3.** :FOSCI,Tr {:+w',:all:Vii.j•Lvf SiaTif#uti`w'1 Peep 2'X 8 Ledger bci.ard1 Itte attached to 7si,da ref 11o1U;Se volth Fasten Master brand Le•dgie•r L o.o I4 fasteners dolubi aid tup :at e.acre d, every 4 feet and staggered. in. . a. hi ghir1i ow trJatt er n e,i# e ry 16" ,ter less olo .. - Cr: ritraw y to the + onstrur ti r_.,r' bef i eis of Dr. Det_ I = L L I> and without pred.jrEdi e t the ' ! w i .. r - .L , i ` � � . a. . t ` , j , 1 .. > Sirt � I. �;�� r � rrt� +�?i �t LI r` �o � � !� � � Iy C,��.m !� I r` e;l p m r`• i �e�r�r t� _� f r r"m � ;�rl I� I .,;y `I .-� � rople. ,00 C Rgi o rim er att a Corp -or att.i oft P:I no -p o l e g e d j G'TT2: brackets ont elir,te , i en si d i;P'i a house joist bays _ indicated. by named ciDrigfomerate rn attar heir dragr*a rn. REVIEWED FOR COBE COMPLIANCE APPROVEO DEC 04 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 2•.2 2013 PERMIT CENTER apa ngineered Aluminum Picket Handrail will be intallied on al required surfaces of deck required by co. e. Rail will be 36 118" high and have no more than a 3 15116" gap. REVIEWED FOR 'OE:COMPLIANCE APPROVED DEC 04 2013 • City of Tukwila BUILDING DIVISION Staircase rail will have a continuous 2 1/2" graspable top rii andwifl extend to the botto of the- laS1 step. Graspable top.car« will be betweet 34 above tread nosings. Stairs will have no more than a 318" variance in height for the entire run. ! 1 RECEIVED CITY OF TUKWILA NOV 2 2 2013 PERMIT CENTER ) PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-0356 PROJECT NAME: DYCK DECK DATE: 11/22/13 SITE ADDRESS: 5143 S 164 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: AWL 1-1445 Buildin Division g VknA Public Works it 13 NV1 14tk- 1 -2 -it .13 Fire Prevention Structural ite Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11/26/13 Complete *14 Comments: Incomplete Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 12/24/13 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: DR DECKS LLC 0 Washington State Department of Labor & Industries Page 1 of 2 DR DECKS LLC Owner or tradesperson RUSSELL, JASON LYLE Principals RUSSELL, JASON LYLE Lynn Kirsten Doing business as WA UBI No. 602 336 120 4440 S 49TH ST TACOMA, WA98409 253-565-1122 PIERCE, County Business type Limited Liability Company Governing persons JASONLYLERUSSELL License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor ............. .... .................... License specialties GENERAL License no. DRDECDL954D8 Effective — expiration 03/28/2005 — 04/03/2015 Bond Great American Ins Co of NY Bond account no. 790286531724 Received by L&I 10/31/2012 Insurance Liberty Northwest Ins Corp Policy no. BKS50547916 Received by L&I 02/26/2013 Savings No savings accounts during the previous 6 year period. Active. Meets current requirements. $12,000.00 Effective date 10/29/2012 $1,000,000.00 Effective date 02/21/2013 Expiration date 02/21/2014 httos://secure.lni.wa.gov/verify/Detail.aspx?UBI=602336120&LIC=DRDECDL954D8&S... 12/26/2013