Loading...
HomeMy WebLinkAboutPermit D19-0140 - GILLEN RESIDENCE - WOOD FRAMES AWNING OVER DECKGILLEN RESIDENCE 4900 S 161ST ST D19-0140 0 ��^�xx ^�� Tukwila v�U� x�n o K�m^��Un�� � Department of Community Development 6300 Sowtxmenteruou|eua,Swne*zuu ^�// Tukwila ,VVashingtpn981O8 m ��' Phone:ZO6-4]1'367O Inspection Request Line: 2O6-QO9]5O Web site: http://www.TukwilaWA.gov Parcel No: Address: 5379800228 49005161ITST Project Name: GILLEN RESIDENCE DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: (0 Dl9'0l40 5/21/2Ol9 ll/17/Z019 Owner: Name; Contact Person: Name: Address: Contractor: Address: 304 1ST AVE E'PACIFIC, WA, 98047 License No: NOPROP[824LF Lender: ''' 49DOS161STST,TUKVV|k\VVA 98188 N|[KHATLEY Phone: (253)202'7382 3O41ST AVE E,PACIFIC, VVA 98047 NOPROBLEM CONSTRUCTION SV[3 Phone: LLC Expiration Date: DESCRIPTION OFWORK: INSTALL WOOD FRAMED AWNING OVER BACK DECK WITH METAL ROOFING. Project Valuation: $5,624.64 Type ofFire Protection: Sprinklers: Fire Alarm: Type ofConstruction: V8 Electrical Service Provided by: TUKVV|LA Fees Collected: $377.99 Occupancy per |13C: U Water District: H|5HL|NE Current Codes adopted by the City of Tukwila; International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: VVACities Electrical Code: VVA[Z96468: Code: ublic Works Activities: Channe|izatiun/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: �P Q Date: a)-1 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 construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: e fae G/L/ Date: /;-/ i 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: 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. 7: 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). 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center, 9: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. Dl VALIDITY OFPERMIT: The issuance o,granting ofapermit shall not beconstrued tubeapermit 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 ofthe City ofTukwila shall not bevalid. The issuance ofapermit based omconstruction 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: (ZV6)43B-BS0 1700 BU|LD|NGF|NAL" 0201 FOOTING 0409 FnxK4|NG 0401 ROOF SHEATHING CITY OF TUKWJ Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. n.,(9140 Project No. Date Application Accepted: 1Z-5 - lC( Date Application Expires: I 0 Z—S-- (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: #90 /6/r Tenant Name: poOtivNY Gra-Ed PROPERTY OWNER Name: /9igit/V azzie,A/ Address: ,0.0 5 City: KA) State: piii_ Zip:787ri/ CONTACT PERSON — person receiving all project communication Name: Airei< #,,,,,,, Address: 30 f /15-- /fre E, City: )044reze State: otin., Zip: 0 y 7 Phone;hd3 .. 739,Fax: Email: Afra@mpeksall atIsroerziausizoe15, &iv, GENERAL CONTRACTOR INFORMATION Company Name: Address: ,.&) 7 ji , / City: State: hipr Zip: 7 Phone:0163 . -239a_ Fax: Contr Reg No.: NopRopelot.p Exp Date: Tukwila Business License No.: 603 5995-35 King Co Assessor's Tax No.: Floor: New Tenant: ci Yes E] N o Suite Number: ARCHITECT OF RECORD Company Name: Architect Name: CA5 it (7) e /Tee Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Engineer Name: iiV' . Mi eil-ge 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: HAApplicationsTorms-Applications On Line \2012 Applications'Permit Application Revised - 2-7-12slocx Revised: February 2012 bh Page of 4 BUILDING PERMIT INFORMATIOrt .06-43 670 fJr Valuation of Project (contractor's bid price): $ Existing Building Va ation: $ Describe the scope of work (please provide detailed ' formation): -Z71-1577k--4.- AVALZ/V6'ue 156e,e- Fete 1-(1 2170Vig90 fTAIG Will there be new rack storage? ....Yes No If yes, a separate permit and plan submittal will be required. Provide AU Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1.' Floor 2"d Floor 3"1 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 50P ri r---r 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? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: D Sprinklers 0.......Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If "yes attach list of materials and storage locations on a separate 8-1/2" x I I " paper including quantities and Material Safety Data 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. \Applications \Forms -Applications on Line12012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 Page 2 of 4 1 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 O .. Tukwila 0 ...Water District #125 Water Availability Provided Sewer District .. • Tukwila .. Sewer Use Certificate 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. D... Highline 0 ...Valley View 0...Renton 0 ...Sewer Availability Provided 0... Renton 0... Seattle Submitted with Application (mark boxes which apply): .. Civil Plans (Maximum Paper Size — 22" x 34") O .. Technical Information Report (Storm Drainage) 0 Bond El... Insurance 0... Easement(s) Proposed Activities (mark boxes that apply): .. • Right-of-way Use - Nonprofit for less than 72 hours LJ .. Right-of-way Use - No Disturbance 0 .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 0 .. Total Cut • Total Fill cubic yards cubic yards 0... Geotechnical Report 0... Maintenance Agreement(s) .. Traffic Impact Analysis 0 .. Hold Harmless — (SAO) .. Hold Harmless— (ROW) 0... Right-of-way Use - Profit for less than 72 hours 0... Right-of-way Use — Potential Disturbance 0... Work in Flood Zone 0... Storm Drainage 0 .. Sanitary Side Sewer 0... Abandon Septic Tank O... Grease Interceptor 0 .. Cap or Remove Utilities 0... Curb Cut 0 ... Channelization 0 .. Frontage Improvements 0... Pavement Cut 0...Trench Excavation 0 .. Traffic Control 0... Looped Fire Line 0... Utility Undergrounding 0 .. Backflow Prevention - Fire Protection 1 9 Irrigation 7> Domestic Water 0 .. Permanent Water Meter Size (1) " WO # (2) " WO # (3) " WO # 0 .. Temporary Water Meter Size (1) " WO # (2) " WO # (3) " WO # Ej .. Water Only Meter Size .... ....... , WO # 0.. Deduct Water Meter 0 .. Sewer Main Extension Public 0 Private 0 Ej .. Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) .. • Water Sewer 0 .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip HAApplications\Forrns-Applications On Line‘2012 Applicationaennit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 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 OWNER Signature: Date: Print Name: Day Telephone: Mailing Address: 36 City State Zip HAApplicationsWorrns-Applications On Line2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 Page 4 of 4 Cash Register Receipt City of Tukwila Receipt Number R17961 DESCRIPTIONS ACCOUNT 1 QUANTITY PAID PermitTRAK $72.10 D19-0140 Address: 4900 S 1615T ST Apn: 5379800228 $72.10 Credit Card Fee 2.10 Credit Card Fee R000,369.908.00.00 0,00 2.10 DEVELOPMENT $70.00 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $70.00 TOTAL FEES PAID BY RECEIPT: R17961 $72.1O Date Paid: Friday, June 21, 2019 Paid By: PENNY GILLEN Pay Method: CREDIT CARD 06143D Printed: Friday, June 21, 2019 8:46 AM 1 of 1 YSTEMS Cash Register Receipt City of Tukwila Receipt Number DESCRIPTIONS ACCOUNT PermitTRAK QUANTITY PAID $377.99 D19-0140 Address: 4900 5 161ST ST Apn: 5379800228 $377.99 Credit Card Fee $11.01 Credit Card Fee R000.369,908.00.00 0,00 $11.01 DEVELOPMENT $356.38 PERMIT FEE R000.322.100.00.00 0.00 $212.05 PLAN CHECK FEE R000.345,830.00.00 0.00 $137.83 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $6.50 TECHNOLOGY FEE $10.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17489 R000.322,900,04.00 0,00 $10,60 $377.99 Date Paid: Thursday, April 25, 2019 Paid By: NICHOLAS HATLEY Pay Method: CREDIT CARD 478034 Printed: Thursday, April 25, 2019 12:30 PM 1 of 1 YS TEM 5 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 06/21/2019 08:45:38 AM CREDIT CARD SALE VISA CARD NUMBER: **********7168 K TRAN AMOUNT: $72.10 APPROVAL CD: 06143D RECORD #: 000 CLERK ID: Rachelle X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 06/21/2019 08:45:38 AM CREDIT CARD SALE VISA CARD NUMB:R: **********7168 K TRAN AMOU:T: $72.10 APPROVAL D: 06143D RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy CO TUKWIL4 ETnAKIT 6200 SUUTHCENTER BLVD TUKWrLu' WA 98188 206'433'I870 CITY OF TUxWIu\ 0017340000882374404500 Date: 04/25/2019 I2:29:11 PM CREDIT CARD SALE MASTERCARD [xVD NUMBER: **~*******5552 K TRxw AMOUNT: $377.99 APPROVAL [o: 478034 RECORD #: 000 CLERK ID: kandace X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE [AKn ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy 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- Permit Inspection Request Line (206) 438-9350 670 Project: iti-e iksi Type of Inspection: f3J,L.AtAtZ. 74711411.— Address: litia:, 3 Date Called: Special Instructions: .4 Date Wanted: a.m. P.m.' Requester: _. . Phone No: Z3 zo-z-73472. 1,1Approved per applicable codes. 'COMMENTS: LiCorrections required prior to approval. n pecto rate: 7_2 v_oi REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be 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., #100, Tukwila. WA 98188 Permit inspection Request Line (206) 438-9350 (206) 431 -3670 Project: J 1 r Type of Inspection: �i t► Address: daii Date C Ied: Special Instructions: , Date it anted: a.m. ., +? P-m. Requester: INArCrrn-, Phone No: �S ►74:0-z-'73 z. . pproved per applicable codes. © Corrections required prior to approval. OMMENTS: 'Inspector: Date: REINSPE N FEE REQUIRED. Prior to next inspection, fee must be 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., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: L? i. t. Type of Inspection: _ "-'-ram Address: p Date Called: Special Instructions: Date Wanted: .�.; Requester: Phone No: Approved per applicable codes. 'COMMENTS: Corrections required prior to.approval. nspecto Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP CTiON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter 8lvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr 'ect: Type ofspe on: Address:- '9 S. Date Called: ,Special Instructions: .Date 1 Warted: z� !.',.� 7 a.n p.m.' Requester: /•M Phone No: M proved per applicable codes. ENTS: Corrections required prior to approval. Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. CASH v� CARRI TECHNICAL SERVICES SITE PLAN PREPARED BY: CASH M. CARR PE. { PROJECT NAME: DATE:8114/2018 ADDRESS: 4900 S 161 sf ST, Tu PARCEL # 5379228 DESCRIPTION OF WORK: INSTALL PATIO COVER PAGE NUMBER: 1 LEGAL DESCRIPTION: MC MICKEN HEIGHTS DIV # 2 UNREC BEG ON WLN 147FTSOFNWCORTHCONTAIL SDLN 143,40 FT TH S 88.42.38 E 6892 FT TO NXN CURVE RGT CENTER OF WCH LIES S 88-42-38 E 45 FT TH NELY ALG SD CURVE ARC DIST 49,16 FT TH N 26-06-49 W 8314 FT TH N 01-07-16 E 29,10 FT TH N 88-42-38 W 55 FT TO BEG NOTE: PROPETY LINES ARE BASED UPON GIS DATA AND ARE APROXIMATE. PROPERTY OWNER AND CONTRACTOR ARE RESPOSABLE FOR CONFIRMING SETBACKS, NOTE: DIMENTIONS ARE BASED UPON GIS DATA. CONTRACTOR RESPOSABLE FOR CONFIRMING MESURMENTS AND PROVIDEING UPDATED DATA TO ENGINEER OF RECORD BEFORE MODIFYING. 0 5' 10' 15' 20' 25' SCALE: 1"=la' } O oe 0 11.8' FILE COPY Pennll No. Plan renew approval Is sugect to errors alb omissions Approval of tonstrucloocement ON no: aulnx¢e Me violation of any mooted cols or arOnance Recto! of apnea Feb Conyand City or TuAwiI BUILDING DIVISION EXISTING DECK, /r / EXISTING DECK / ' PROPOSED ! 1 PATIO COVER RE IONS No cnanaes snail Oe made to the scraps Murk wonour puor approval of tte Tukwila BAR Drwsion. NOTE: Revisions wdl require a new phrt submittal and may include addll onal pull rein CORRECTION LTR#.._.: S PROPERTY LINE iqo io REVIEWED F CODE COMPIIL APPROVED JVN20 c BU of Tukwila NG DIVISION R CE RECEIVED CITY OF TUKWILA JUN 14 2019 PERMIT CENTER CULDESAC OF 4900 S 161sf ST Item is unsolvable tem Conflicts NOTE: BLOCKING REQUIRED AT ALL JOIST BEARING POINTS. CASH , CARR.,6 TECHNICAL SERVICES E \IGINEERI \G PLAI` DRAWN BY: CASH M. CARR DATE: 6/1212019 PAGE U \ABER: 2 0 1' 2' 3' 4' 5' !mu SCALE: 1/4" =1' KEY .. 1111=1..., PROPOSED BEAM EXISITNG EXTERIOR WALL PROPOSED POST AND FOOTING PROPOSED SKYLIFT RISER POST INSTALLED AS PER MANUFACTER'S INSTRUCTIONS TO EXISTING EXTERIOR WALL, LATERAL BRACE AS PER DETAIL NOTE: SKYLIFT BRACKET SHALL BE INSTALLED AS PER MANUFACTER'S INSTRUCTIONS, BRACKET SHALL BE VERIFYED TO BE INSTALLED OVER DOUBLE PLATE WALL WITH NO HEADERS BELOW NOTE: CONCRETE SHALL BE 2500 psi COMPRESSIVE STRENGTH OR GREATER NOTE: ALL LUMBER SHALL BE PRESSURE TREATED OR ROT RESISTENT SPECIES NOTE: ALL FASTENERS AND HARDWARE SHALL BE HOT DIPPED GALVINITED OR APPROVED FOR INSTILATIN IN PRESURE TREATED TIMBER DECK STRAP AS PER DETAIL B FOOTING AS PER DETAIL C 2x10 PT HF2 JOISTS @I 16" O.C, STRAP AS PER DETAIL B FOOTING AS PER DETAIL C wz - Uw �.0(. 3:12PITCH x0 0 - w NIA` w�a , z aw WU axd,0 m .i :0 EXTERIOR WALL BELOW 15.5 18,0 LATERAL STRAP SEE DETAIL A 4x6 HF2 AS PER DETAIL A REVISION NOTE 3: DETAIL A NOTED z w ti a w 0 z 0 x6 HF2 AS PER DETAIL 6' RESIDENCE REVISION NOTE 4: DETAIL A NOTE EVISION NOTE 6: DETAIL A NOTED TERAL STRAP EE DETAIL A DECK STAIRS NOTE: BEAM B MAY ALTERNATLY CONSIST OF A 4x8 HE2 + 2x8 FASTENED WITH #I0x3.5"SCREWS IN 6"O,C. STAGERED PATTERN REVISION NOTE DETAIL A NOTED LATERAL STRAP SEE DETAIL A LATERA SEE DETAIL A REVIEWED FOR CODE COMPLIANCE APPROVED JUN20 2019 City of Tukwila BUILDING DMSION RECEIVED CITY OF TUKWILA JUN 14 2019 PERMIT CENTER Urn is uoss Item Conflicts CMHV. TECHNICAL SERVICES DETAIL A: LATERAL STRAP DETAIL COMPRESSION STRUT (WITH CONCENTIRC All-THREADI: I" DIAMETER SCEDUALE 40 A36 PIPE HOT DIPPED GALVINI2ED CHANGE NOTE 1; E\GII\EERII\G DETAILS RODCATION CHANGE DRAWN BY; CASH M. CARR DATE: 6/12/2019 PAGE U VBER: 3 4x6 DF2 WITH TIMBER WASHER, 6' LENGTH 4x, # I3x6" SCREWS TO JOISTS OR DTT21 BRACKET TO JOISTS 1 /2" A36 HOT DIPED ALVENIZED ALL -THREAD DETAIL B: W \ID tiPL TANDARD PIPE VENT FLASHING: I.1/4 in. • 3 in, ADJUSTABLE PIPE VENT FLASHING OOTH BASE AND RUBBER COLLAR CHANGE NOTE l: STANDARD FLAHING BOOT USED FT DETAIL BEARING BLOCK BEAM BLOCKING BOTH SIDES OF BEAM TO MATCH POST WIDTH 6x6 HF2 POST LOCKING ABOVE ALL BEAMS DTT2L BRACKET H2A HURICANE TIE EACH JOIST BLOCKING ABOVE ALL BEAMS JOIST NHTP31t PLATES BOTH SIDES OF BEAM - COLUMN CONECTION 1/2" 15/32' SHEATHING NAILED 4" 0.C. PARIMETER 6" 0.C, FIELD WITH Bd RING SHANK NAILS H2A HURICANE TIE EACH JOIST JOIST BEAM SKYLIFT HEAVY BRACKET WITH I8xl 1/4"x3" SDS SCREWS EACH END. STANDARD PIPE VENT FLASHING; 1-1/4 in, - 3 in, ADJUSTABLE PIPE VENT FLASHING WITH BASE AND RUBBER COLLAR LTR# CHANGE NOTE 2: STANDARD FLAHING BOOT USED INSTALL SKYLIFT BRACKET TO DOUBLE TOP PLATES DOUBLE TOP PLATES +o w REVIEWED FCi; CODE COMPLIANCE APPROVED JUN20 /019 City of Tukwila BUILDING DIVISION 8" DIA, SONOTUBE OR 8"X8" POST BASE 3x #4 BAR VERTICALS GRADE DETAIL C. FOOTI \ G DETAIL _ PBS66t RECEIVED CITY OF TUKWILA JUN14/019 PERMIT CENTER 30"x30"x6' FOOTIN SCALE:1"=1' 30" 2x #4 BARS EACH WAY !Item Is Uosa vable Item Cadets .REAM CALCULATIONS ADDRESS: 4900 S 161st ST, Tukwila LRfD JOIST CALLOUT A 2x10 PT #2 HF Sroe, let Dead TYWsy Sol WOO Dead wad Sontedd Wood toad Ca lmat% IA(D) 1.2(D)+1,6(0 0.5($) 12(0) + 1,6 (9)+O9 (W) 1.2 (D)+ 1,6 (W)+I.+0.5 (S) l.2(D)+19(E)+1+02(5) 09ID) +1.6)W) 0.6 (D) • 1,6 (w) 0.6(D)+19(E) 09ID) • 1.0 (E) %s o11Ae, 9nav (DE FLECitDN ONLY) Legit Load B Dells mort D.Uctbe Lint L960 Y Fb(rrcidn C kelorr+Add boo ekstkW) Fb (LRFD Como* (no Co) WintreCapaaly FS Bmdlnu f Moo odor donde dyer wag pdn Vgovia lt(IND counnbM (no CO) browse Sheer F5sMer+eeietwehaM tsSk 1.93fl 2.0928 10pat 2Spet Opd 0pi !UM pM $1•26pb LRFD BEAM CALLOUT A 3xPT2x8#2HF span grow, tin, Dud T+6uts,y IAA So1WsgM Deadlod Sow Load Lim Land lhebid perf Deed bedpan tlnw Ind pee It Dear ono onaAuRt4wonl LoutCorrbidotx 23 p1 1,4(D) 36 p1 12(D) * 1,6 (L)+(Li (8) 730 12(D)+1.8IS)+09(W) 36 pl 12 (0)+ 1,6(W)+145(S) 260 12(D)+.19(E)+L+42(61 15p1 0.8(0)+18(W) 150 0.9(D)•19(110) 15 0 48(D1+ 14 (E) 15 pi 0,9(0) • 19 (E) 53 91 *tot toe, Saw (DEF1EC710N 01 73p1 ta0sdlasd 7.5A 0,75 A 6.796075 pl IOpat 25 psi 0 pot opD MOM 2313 pp LRFO BEAM CALLOUT B 4x8 PT #2 HF spal Sox, lhn, Dead Tdb*sy 6dWelptl (lead lead Snow Lai liee tool Uoload pot 11 Dud lad par f 6ersrrbedpod 7K fl pl 10pt 25 pit Opet 0pi 97.i95451$ 23125 pl Shear or form oncRobot Load Cambittid o &boar or force onminx 139 pi 1A (D) 137 pi 235 p1 1,2 (D) + 1 A (I + 45 (S) 2141 469pi 120)+101+08(W) 417p1 236p5 12(D)+1.6(W)+L+O.S(6) 233p1 16501 1,2(D)+19(E)+L+02(S) 16401 0801 09(D)+t,011'1) 88 pi 88 01 09 (D) • 1,0 (W) 08 pi 89 p1 0.0 (D) + 19 (El 88 p1 89 p1 09 (0).141E) 88 p5! 370 60 Wel LW, Srorr(DEFLECTION 370 pi 488pl 1a estlosdl 4670 2,1010 Haas 3,672 kbs 1,100,000 pd E 1,100,000 pd 1,588500pal Ecue c«o w.e<oe+.q,e,ater.r 4600,500psi 90It4 I 143 114 9,25 h d 725 b 1.50 N B 4S0 0.420.14610 Me ma 0.1322lE b 0.5165570 Deflecikh Uri U360 0258333 it 583is V I805be 2I.390125 1r11 $ 3942188 h"3 655 pd F11 *Wm C ream +Add Iae etc 73l pe 1,435 psi Fa (1.11R7 Concert 111(no01) 1,570 poll 558.I 17856 kb ktoird Crgecly 5145.935 04b5 1,2 F98ertdbp+rebus lotior 1A t50ptl dmtsbbeheeepeekitognrh 1E0pd 194A po1 Vali* (LRFD ronwrrdmd (no G 1844 poi 61 poi Trsnew o Stu 87 pal 1.1 Fbdrer+n(dsnesia to 1.3 POSTS *tow COIUIW LENGTH (cokonnbry%itloan) *led E Nano* Loyd pd Gebel koiv CepoeiyII FS Cobtn FS POST FOOTINGS w rb Aka 1,626 8 1,100,000 poi ENlfOfwrretrirJwa** 1,569,500pl 1 111 he4 d 7.25h B 3,50 in Deb inex 0,031579In Ds0scko lltri U380 3.172222 h Y 1,2590p S 30.66I458lel Fb(hale Ck4ss+Addkne 636ps1 Fa (iRFD Comesior) (na Cd) 1,3730 IbmalCaplet/ 35073954844 FSmpg +Melon lesbr 2.2 a alioehearpmablbpoh Vaforge(UBFD eonatwn) pro Transom 3,791 be 16A 192.0 h 1,103,000ph 1,942081 peJ 621 ir4 5.5h 5,6 tt 1,0 dinookabslsaa 11,071,0 be 0.5 5,635.5 be 1.460181 150 psi 184.4 74F41:.._4..... CODE CU.,I-LIANCE APPkov:D MAY 17 2019 City of Tukwila UILDING DIVISION RECEIVED) CITY OF I UI(MLA APR 2 5 2019 PEP.MIT CENTER b\GI.Mc LATERAL CALCULATIONS 4000 S 161s1 ST, Tukwila ASCE 7.10 WIND PRESSURES Q2 IAFD (ASCE2,I0WIND PRESSURE AT MEAN ROOF HEIGHT 81 PS9 303946208 K= (YELOGIT PAESSU# E (TOPPOGR COEFFEC ANC 6,60266 pa) FACTOR) 0.00256 9B5 13e Kv OVIND DIRK MNAL FACTO SQUARE OF: V$scET.toWIC R) WPM SPEED IN MPH, 3-SECOND GIJS1) fpofUre Claea 0B5 1108 Seismic Weights ROOF LBO (Overage) Wblh (eve Deed Load (PO 18 18 10 set* mass on and above (4s) 3240 ROOF: (V3, EW) WIND CALCULATIONS Length of SOIrcOxe (NS) Width of Structure (EW) Average Structure Neigh) (p ro% b wind dredge) Torsionallosing Wind lateral load (before tasbn) LAFD YArd literal Load SEISMIC CALCULATIONS 114PORTANCE FACTOR livebc0on StscepeM111T SeNnic Do* Category Site Chase 019 PROVISDIS AITEMATIVR4a.r bbill alonFactorTatrleA4.3.1 tot Structure (LEVEL 2) 188 188 4.5 ft 0ba 2501.654285las 2,502I s 140 VERY LOW D Ss 1274 G D Fa 1.5 213F.Be 125033 R 3 W 3,R40 0 Re Va125SrnWIA 386d 169 ROOF: (V3, NS) WIND CALCULATIONS imp of Sted.49 ill Wit of Sootier° (NS) Avenue SW 4ee I4 ht (above levs42) Torskmal tcadng WInd lateral Leal (ttefor teen) LRFDWIN lderal Load SEISMIC CALCULATIONS YAPORTANCE FACTOR *election SumptBlAty Seismic Design Category Site Class SOS (iwNF1sPPAOVSl7i$AUEANAewo., Response Modlhcsion Factor Table A42,1 Seismic WOO of S8 1wo (LEVEL 2) ?arsenal Laing 9daAlbDaleS 18ft 18ft 45 8 0 Its 2501,654285 fee 2,502 be 1.00 VERY LOW D D 2AF,Se A w Vol Ss 1274 G F. 1,6 19333 3 3240le 0 As LATERAL FORCES SUMMARY REDUNDENCY FACTOR 1,0 Selsnac lateral Weft (Ma) 1. Wed lateral toad (mar) of IaWel6traps s, side EQUIRED CAPACITY OF LATERAL STRAPS 1.012 8Io s88al 0mrc8ee LEVELS EW NS 1 3669 3,660 fbs 1 2,f02 Z502 Ix 2 1¢61 1251 UPLIFT ON ROOF JOISTS Nth of Sbudure 18 ft Rool Beres 1.5 ft 0.C, SPEb9 03131kfus9 16 in Wind OP 43,1535 psi Up08 per )obi Or lnlee -324289 Its Wiper beam end .1583.53 RECEIVED CITY OF %KWILA APR 2 5 2019 ERMI7 u1.4'� NOTE: BLOCKING REQUIRED AT All JOIST BEARING POINTS. CASHWJCARR, TECHNICAISEAVICIS El\GINEERING PLAN DRAWN BY: CASH M. CARR DATE: 8/14/2018 PAGE NUMBER:2 0 l' 2' 3' 4' 5' IIIIII SCALE: 1/4" =1' KEY PROPOSED BEAM EXISITNG EXTERIOR WALL PROPOSED POST AND FOOTING PROPOSED SKYLIFT RISER POST INSTALLED AS PER MANUFACTER'S INSTRUCTIONS TO EXISTING EXTERIOR WALL, LATERAL BRACE AS PER DETAIL NOTE: SKYLIFT BRACKET SHALL BE INSTALLED AS PER MANUFACTER'S INSTRUCTIONS, BRACKET SHALL BE VERIFYED TO BE INSTALLED OVER DOUBLE PLATE WALL WITH NO HEADERS BELOW NOTE: CONCRETE SHALL BE 2500 psi COMPRESSIVE STRENGTH OR GREATER NOTE: ALL LUMBER SHALL BE PRESSURE TREATED OR ROT RESISTENT SPECIES NOTE: ALL FASTENERS AND HARDWARE SHALL BE HOT DIPPED GALVINIEED OR APPROVED FOR INSTILATIN IN PRESURE TREATED TIMBER DECK STRAP AS PER DETAIL B FOOTING AS PER DETAIL C 2x10 PT HF2 JOISTS @ 16" 0,C, STRAP AS PER DETAIL B FOOTING AS PER DETAIL C 3:12 PITCH EXTERIOR WALL BELOW SEPARATE PERMIT R UIRED FOR: Mechacial Electrical (� P10109 Gas Piping City of Tukwila BUILDING DIVISION LATERAL STRAP SEE DETAIL A DECK STAIRS w a. REVISIONS No chances shall be made to the scope of work wonou! prior aporoval of the Tukwila Buildurq D vision. NOTE: Revisions will require a new plan submittal and may include plan review. Permit Lot ,L Plan review a4iroV3l Iv Sullen, to erro6 Ana omrssgns Approval of construction documents does 101 authrrce the violation of any me code or ordinance Rene T of aperoved Fe Copy and ;for is acknowledged: By r Date: 15,5 ,0 LATERAL STRAP SEE DETAIL A 4x6 HF2 AS PER DETAIL A x6 HF2 AS PER DETAIL 6' RESIDENCE EN of Tukwila BUO ING DIVISION W O. LL ATERAL SIR P EE DETAIL — T1`LAIERALSTRAP SEE DETAIL A ;U l CIS CODE CO Ii?LIANCE APPROVED MAY 17 2519 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWti'ILA 'AAY 152019 PERMIT CENTER CORRiCT. 1 L TR# I .. CASH vt. CARR TF-firocAL SERVICES SITE PLAN PREPARED BY: CASH M. CARR PE. PROJECT NAME: DATE: 8114/2018 ADDRESS: 4900 S 161st ST, Tukwila PARCEL # 5379800228 DESCRIPTION OF WORK: INSTALL PATIO COVER PAGE NUMBER: 1 LEGAL DESCRIPTION: MC MICKEN HEIGHTS DIV # 2 UNREC BEG ON W LN 147 FT S OF NW COR TH CONT ALG SD LN 143.40 FT TH S 88-42-38 E 68.92 FT TO NXN CURVE RGT CENTER OF WCH LIES S 88-42-38 E 45 FT TH NELY ALG SD CURVE ARC DIST 49,16 FT TH N 26-06-49 W 83.74 FT TH N 01-07-16 E 29.10 FT TH N 88-42-38 W 55 FT TO BEG NOTE: PROPETY LINES ARE BASED UPON GIS DATA AND ARE APROXIMATE. PROPERTY OWNER AND CONTRACTOR ARE RESPOSABLE FOR CONFIRMING SETBACKS. NOTE: DIMENTIONS ARE BASED UPON GIS DATA. CONTRACTOR RESPOSABLE FOR CONFIRM NG MESURMENTS AND PROVIDE NG UPDATED DATA TO ENGINEER OF RECORD BEFORE MOD FYING, 0 5' 10' 15' 20' 25' SCALE: 1" = 10' NORTH 0 EXISTING DECK, / EXISTING DECK ' PROPOSED PATIO COVER 18' RESIDNECE 4900 S 16Ist ST PROPERTY LINE 0. Rtva,,,:ur T CODECTAIA E APPROVED 19 AlofTukw"ila B DINGDIVISION RECEIVED CITY OF TUKWILA MAIMITI5CE:19 PERER CULDESAC OF 4900 S 1610 ST CASHJCARRAL ��►oS TECH E \GINEERII\ DRAWN BY: CASH M, CARR DATE: 8/14/2018 PAGE NUMBER: 3 G DETAILS 4x6 DF2 WITH TIMBER WASHER, 6' LENGTH 4x, #10x6"SCREWS TO JOISTS OR D1T21 BRACKET TO JOISTS DETA LA: LATERAL STRAP DETA COMPRESSION STRUT )WITH CONCENTIRC ALL -THREAD): I" DIAMETER SCEDUALE 40 A36 PIPE HOT DIPPED GALVINUED 112" A36 HOT DIPED GALVENIIED ALL -THREAD --/t/ L LOCKING ABOVE ALL BEAMS DT12i BRACKET XISTING Roo JOlsrs TANDARD PIPE VENT FLASHING: 1.1/4 in, • 3 in, ADJUSTABLE PIPE VENT FLASHING WITH BASE AND RUBBER COLLAR DETAIL B: WI\DUPLIFT DETAI BEARING BLOCK BEAM BLOCKING BOTH SIDES OF BEAM 10 MATCH POST WIDTH 6x6 HF2 POST/ H2A HURICANE TIE EACH JOIST H2A HURICANETIE EACH JOIST JOIST BEAM 1/2" 15/32"SHEATHING NAILED 4" 0,C, PARIMETER 6" 0.C. HELD WITH 8d RING SHANK NAILS �% SKYLIFT HEAVY BRACKET WITH (8x) 1/4"x3" SDS SCREWS EACH END. I✓STANDARD PIPE VENT FLASHING: 1.114 in, - 3 in. ADJUSTABLE PIPE VENT FLASHING WITH BASE AND RUBBER COLLAR BLOCKING ABOVE ALL BEAMS JOIST HTP31i PLATES BOTH SIDES OF BEAM - COLUMN CONECTION INSTALL SKYLIFT BRACKET TO DOUBLE TOP PLATES DOUBLE TOP PLATES CODE CC,. »LIANCE APPkOVED Mg172f19 City of Tukwila BUILDING DIVISION 8" DIA, SONOTUBE OR 8"X8" POST BASE 3x #4 BAR VERTICALS GRADE DETAIL C: FOOTING DETAIL PB5661 30"x3U 6"FOOTIN SCALE: CITY R � I CF,I,��I AgCH WAY Win 51Ot9 PERMIT CENTER City of Tukwila Department of Community Development June 06, 2019 NICK HATLEY 304 1ST AVE E PACIFIC, WA 98047 RE: Correction Letter # 1 to Revision #1 DEVELOPMENT Permit Application Number D19-0140 GILLEN RESIDENCE - 4900 S 161 ST ST Dear NICK HATLEY, Allan Ekberg, Mayor Jack Pace, Director 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 following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size I 1 x 17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision ovtr the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) I. Please clearly mark or cloud on the plan the revision with notes relating to the revision. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Sincerely, 1)z)--() Bill Rambo Permit Technician File No. D19-0140 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 CASH M. CARR TECHNICAL SERVICES CORECTIONS RESPONCE LETTER Address: 4900 S 161st ST, Tuckwila Report Date: 5/14/2019 To Who it May Concern, Regarding Permit Application # D19-0140, Corrections are as follows: 1. We have added dates in pen to the seal area. 2. Pipe flashing is specified and shown in drawing. Existing roofing materials were added to drawings for clarity. 3. Plan view depictions of backup 4x6 timbers for the lateral straps and addental specifications were added. Details were designated as A, B, C, and called out in the plan view. 4. We trust the information provided is sufficient for your current needs. If you have any questions please contact us. Regards, Cash M. Carr PE. 360-301-5671 2 City of Tukwila Department of Community Development May 07, 2019 NICK HATLEY 304 1ST AVE E PACIFIC, WA 98047 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0140 GILLEN RESIDENCE - 4900 S 161 ST ST Dear NICK HATLEY, Allan Ekberg, Mayor Jack Pace, Director 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 following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Engineer's plans do not include date of signature. Provide new engineered documents with engineer's stamp, signature with the "date" of signature. See general notes above. 2. Plans need some clarification on page 3 where the note "skylift proprietary flashing" is shown with an arrow apparently pointing to mid -section of the roof. Please clarify. Include a clear detail for the flashing of the aluminum rods. 3. Provide a plan view showing roof framing and showing where the proposed 4x6 DF2 are specifically located. Show the existing roofs framing. 4. Details shall need clarification on sheet 3 indicating specific location for that detail. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 In order to better expedite your resubmittal, a Revision Submittal Sheetmust 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. Sincerely, Bill Rambo Permit Technician File No, 019-0140 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 _ k PROJECT NAME: G SITE ADDRESS: li4O0 3 PERMIT NO:(a) bti- 0 'Jo ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF IN IALS Summary of Revision: 1>s y, CL f 1,-u/rut Af-f C>vv—C, 611 144- 0.0— Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) PERM1T COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0140 DATE: 06/14/19 PROJECT NAME: GILLEN RESIDENCE SITE ADDRESS: 4900 S 161 ST Original Plan Submittal X Response to Correction Letter # Revision # before Permit Issued X Revision 1 after Permit Issued DEPARTMENTS:. A-T AW (94-ict Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator IV PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 06/18/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 07/16/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg E] Fire D Ping 0 PW Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0140 PROJECT NAME: GILLEN RESIDENCE SITE ADDRESS: 4900 S 161 ST Original Plan Submittal Response to Correction Letter # DATE: 05/28/19 Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: Building Division Pr3 0311--f-4 9\ Public Works Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: NAS 4—P teo-3 17 Planning Division Permit Coordinator DATE: 05/30/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 06/27/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire El Ping PWfl Staff Initials: 12/18/2013 CI3ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0140 DATE: 05/15/19 PROJECT NAME: GILLEN RESIDENCE SITE ADDRESS: 4900 S 161ST ST Original Plan Submittal Revision # before Pei mit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: IIo Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator P • PRELIMINARY V E : Not Applicable (no approval/review required) DATE: 05/16/19 Structural Review Required REVIEWER'S T ALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 06/13/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ID Fire El Ping El PW D Staff Initials: 12/18/2013 q,EtioAlT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0140 DATE: 04/24/19 PROJECT NAME: GILLEN RESIDENCE SITE ADDRESS: 4900 S 161sT ST X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision 4 after Permit Issued DEPARTMENTS: frA )-12.- Building Division 13)1E)Woits km 14 Loy frks A-f Fire Prevention Planning Division Structural Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 04/30/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews Approved with Conditions Denied (ie: Zoning Issues DUE DATE:: 05/28/19 L Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire 0 Ping PW U Staff Initials: 12/18i013 Date: /41 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. /9 11 Response to Incomplete Letter # Er.— Response to Correction Letter # Er Revision # 1 after Permit is Issued LJ Revision requested by a City Building Inspector or Plans Examiner [1] Deferred Submittal # Plan Check/Permit Number: Project Name: i -to REvisio N4 L /e..-3 /.47%/C4-- Project Address: Li9do 5 1615r ST Contact Person: Alla Summary of Revision: R&SPON5U" e-0/242E-C-770A1 RECElv CITY OF Ti,;, WILA JUN 1 4 2019 PERMIT CENTER Phone Number: 0253-ozaz- 739R. -15 REV/ 370/V Sheet Number(s): "Cloud" or highlight all areas of revision including date o Received at the City of Tukwila Permit Center by: Entered in TRAKiT on evision WVermit CenterViemplatesWorms \Revision Submittal Form dot Revised: August 2015 Date: City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: littp://wwv.,.TukwilaWA.eo Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: DE9 Ej Response to Incomplete Letter # LI Response to Correction Letter # Tr Revision # / after Permit is Issued Li Revision requested by a City Building Inspector or Plans Examiner LI Deferred Submittal # Project Name: 6( L.-UE-4/ Project Address: Address: Lti60 S 1 62 I 5 7-- Contact Person: Nick_ 1114-11,E--Y Summary of Revision: .N7 e-51JC-14 Pr /l/6 Phone Number: 25 (2'0 --5c —514-W-1 r PoSt- RFCFIVFD CITY OF TUKIAnt. MAY 2 8 PERMIT CENTEr- Sheet Number(s): "Cloud" or highlight all areas of revision including date o revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 5---2-6-1 WI:Pared Center \TemplatesWorms1Revision Submittal Farm sloe Revised: August 2015 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: litto://www.TuktvilaWA.,2ov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5 ---/ 5-ozot 7 Plan ChecldPermit Number: 111 Response to Incomplete Letter # IA Response to Correction Letter # 1 LI Revision # after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner Ei Deferred Submittal # Project Name: 6 c L_L_EAi Re-5 (D Project Address: Do 5 LIo Contact Person: N/CI( Phone Number: 3 Summary of Revision: PC /J5E- To CokieEE-r-i 0 AJ 77 /4-77-AcH -759 RECE4VED CITY OF TUKWILA MAY 1 5 mg PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision includin date o vision Received at the City of Tukwila Permit Center by• El Entered in TRAKiT on W:Termit CenterVremptates\ Forms‘Revision Submittal Form doc Revised: August 2015 o Horne Espanol Contact Search L&I Safety & Health Claims & Insurance 11111)0 Washington State Department of L.Labor & Industries A-Z index Help My 11.1 Workplace Rights Trades & Licensing NO PROBLEM CONST SRVC LLC Owner or tradesperson Principals HATLEY, NICHOLAS RAYMOND, PARTNER/MEMBER Doing business as NO PROBLEM CONST SRVC LLC WA UBI No. 603 599 535 304 1ST AVE E PACIFIC, WA 98047 253-202-7392 KING County Business type Limited Liability Company License Verify he contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no, NOPROPC842LF EffeOve — expiration 06/05/2016— 07/18/2020 Bond WeSeo Insurance Co Bond account no, 46WB012044 $12,000 00 Received by L&I Effective date 06/06/2016 05/18/2016 Expiration date Until Canceled Insurance Security National Insurance $1,000,000.00 Policy no. NA119399601 Received by L&I Effective date 06/04/2018 06/05/2018 Expiration date 06/05/2019 Insurance history §,aYirIP No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. LEI Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations Help us improve