Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D18-0362 - LANGORD RESIDENCE - COVERED CANOPY & GARAGE
LANORD CANOPY & GARAGE 16813 53RD AVE S D18-0362 Parcel No: Address: 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 8125200030 Permit Number: 16813 53RD AVE S Project Name: LANGORD CANOPY & GARAGE Issue Date: Permit Expires On: D18-0362 1/31/2019 7/30/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: LANGORD DALE A+JEANNIE E 16813 53RD AVE S , TUKWILA, WA, 98188 DALE A AND JEANNIE E LANGORD 16813 53RD AVE S , TUKWILA, WA, 98188 AFFIDAVIT-JEANNIE LANGORD N/A - LESS THAN $5,000 Phone: (206) 920-0315 Phone: Expiration Date: DESCRIPTION OF WORK: 1 NEW WOOD CANOPY WITH COMPOSITE ROOF. 2 CONVERTED WOOD CARPORT TO GARAGE INCLUDING GARAGE DOOR AND NEW COMPOSITE ROOF ON GARAGE. SEE ATTACHEMENTS FOR PHOTOGRAPHS OF CARPORT TO GARAGE AND THE NEW WOOD CANOPY ON THE SOUTH SIDE OF THE HOUSE. Project Valuation: $3,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $272.99 Occupancy per IBC: R-3 Water District: HIGHLINE Sewer District: TUKWILA 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: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 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: 1 Il 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: G7i2'le Print Name: cl����'►h��C �� r �i��`� Date: 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: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 10: 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. 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0201 FOOTING 0409 FRAMING 0401 ROOF SHEATHING CITY OF TUK Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Per No. A) - 6 mo Project No. Date Application. Accepted: 11 ` 1.//46 Date Application Expires: 5' 3 11 For oftce use on 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: /1/ ? -f9arP .S‘ . Tenant Name: PROPERTY OWNER NatPi /2_r! abd MiP. 14 erd Addr t ✓ r5 ✓�3 3 *tto..S . C►• 1 ( St.t-• .. —q g ' . CONTACT PERSON — person receiving all project communication '/feit Qtr 1'[t e E--.)14171.119116/ 74ere53e_S . Ci : u;L,h. 0. ore Phone: ,o 7aD©5/J 1 Emtailbe.i.aAttarela0Aon-r-zds`ri "Pei - / d GENERAL CONTRACTOR INFORMATION Company Name: N�f Company Name: Company Name: Engineer NamA /raw #.eiti Address: Architect Name: x' /. Y �T City:621- ae: � C,t, NI City: State: Phone al ,3�t,6dV Fax: Zip: Phone: Fax: State: Contr Reg No.: Phone: Exp Date: Fax: 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.: Suite Number: Floor: New Tenant: El Yes ❑ .. No ARCHITECT OF RECORD Name: Company Name: Company Name: Engineer NamA /raw #.eiti Architect Name: x' /. Y �T City:621- ae: � C,t, NI Address: Phone al ,3�t,6dV Fax: Emai) h SPA. rI City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: Company Name: City: State: Zip: Engineer NamA /raw #.eiti Address:0?�27 t a^ ; '4 City:621- ae: � C,t, NI Phone al ,3�t,6dV Fax: Emai) h SPA. rI m 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 INFORMATIC)206-431-3670 1 A�qq ��,, G� Valuation of Project (contractor's bid price): $ _ 3,0e2hJ Existing Building Valuation: $ Describe the scope of work (please provide/detailed information r1J IeJd»//Ct n t y a//Wi 0311/ , ' /Z9 ( (40k11/prsked a%in Ca'r/ r7 n '!'� 9. MCitat ✓ gq.42V 4109r, Ad new rn %f' a' fes' ''�' c� 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 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: ❑ 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 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\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 1St Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* ettnOPY itAq 546ft Attached Garage OZ���////Af//, Detached Garage V r Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area 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: ❑ 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 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 [PUBLIC WORKS PERMIT INF(C2IA.TION — 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 0 ...Water District #125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila 0 .. Sewer Use Certificate ❑... Highline 0... Renton ❑ ...Valley View 0...Renton ❑ ... Sewer Availability Provided 0... Seattle 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. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) 0...Geotechnical Report 0 .. Traffic Impact Analysis ❑ .. Bond 0...Insurance ❑... Easement(s) El...Maintenance Agreement(s) 0 .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards El...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 ❑ .. Sanitary Side Sewer 0...Abandon Septic Tank 0—Grease Interceptor ❑ .. Cap or Remove Utilities 0...Curb Cut ❑... Channelization ❑ .. Frontage Improvements 0...Pavement Cut 0...Trench Excavation ❑ .. Traffic Control 0...Looped Fire Line 0...Utility Undergrounding ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Permanent Water Meter Size (1) " WO # (2) " WO # (3) " WO # ❑ .. Temporary Water Meter Size (1) " WO # (2) " WO # (3) " WO # ❑ .. Water Only Meter Size WO # ❑ .. Deduct Water Meter Size " ❑ .. Sewer Main Extension Public 0 Private 0 ❑ .. Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 .. Water 0 .. Sewer ❑ .. 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 H:Wpplications\Forms-Applications On Line \20I2 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 of 4 PERMIT APPLICATION NOTES 1 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 OWNE j OR AUTHORIZE% AGENT: Signature: i Print Na Mailing Address: H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Datee Day Telephone:. 1j2D € 23q �5' City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT 1 QUANTITY ( PAID $171.17 D18-0362 Address: 16813 53RD AVE S Apn: 8125200030 $171.17 Credit Card Fee $4.99 Credit Card Fee R000.369.908.00.00 0.00 $4.99 DEVELOPMENT $158.58 PERMIT FEE R000.322.100.00.00 0.00 $152.08 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $6.50 TECHNOLOGY FEE $7.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R16719 R000.322.900.04.00 0.00 $7.60 $171.17 Date Paid: Thursday, January 31, 2019 Paid By: JEANNIE LANGORD Pay Method: CREDIT CARD 111353 Printed: Thursday, January 31, 2019 9:36 AM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $101.82 D18-0362 Address: 16813 53RD AVE S Apn: 8125200030 $101.82 Credit Card Fee $2.97 Credit Card Fee R000.369.908.00.00 0.00 $2.97 DEVELOPMENT $98.85 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R15820 R000.345.830.00.00 0.00 $98.85 $101.82 Date Paid: Tuesday, November 13, 2018 Paid By: JEANNIE LANGORD Pay Method: CREDIT CARD 113145 Printed: Tuesday, November 13, 2018 9:54 AM 1 of 1 CRA SYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 01/31/2019 09:35:55 AM CREDIT CARD SALE VISA CARD NUMBER: **********9717 K TRAN AMOUNT: $171.17 APPROVAL CD: 111353 RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy Page 2 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 11/13/2018 09:54:16 AM CREDIT CARD SALE VISA CARD NUMBER: **********9717 K TRAN AMOUNT: $101.82 APPROVAL CD: 113145 RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy https : //classic. convergepaycom/V irtualMerchant/transaction. do?dispatchMethod=printTr... 11 /1 3 /2018 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 - Permit Inspection Request Line (206) 438-9350 Project: Type of inspection: X1414i Date Called: -geom.- Address: M.0/3 SS et) kials Special Instructions: Date Wanted: �•ib a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. /COMMENTS: Inspector: Date: REINSPECTIO F 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 ERMIT NO,. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Address: Ila i? £ i S - Date Called: Special Instructions: Date Wanted:/ w � l� [� �; Requester: , Phone No: Z/ ' 03/5- pproved per applicable codes. Corrections required prior to approval. OMMENTS: Inspector: Date: �...G REINSPECT'FEEREQUIRED. 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 pct c., Type of Ins ection: Date Called: Address: am" /6 /3 A-3 Spec! instructions: Date Wanted: 67 '49— 11 a.m. cfrirri. Requester: hone No: pproved per applicable codes. Corrections required prior to approval. OMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. C sliderule Highterring FLM'S. tiC DATE September 24, 2018 TO FROM Price Langord Andrew Herrick, PE 16813 53rd Avenue South Tukwila, Washington 98188 Email: plangord@gratingpacific.com PROJECT NAME As -Built Review of Entry Cover and Carport Enclosure 16813 53rd Avenue South Tukwila, Washington 98188 memo FILE We have reviewed the proposed and as -built drawings for the single family residence at 16813 53rd Avenue South, Tukwila, Washington. The existing residence is a conventionally wood framed single story structure on shallow convention concrete foundations. The Entry Canopy is a new structure addition to the residence. The Existing Carport was enclosed on the ends (perpendicular to the house structure). The longitudinal wall (parallel to the house structure) was existing prior to the ends being enclosed. Please review the gravity and lateral calculations for the Entry Canopy Addition and the Carport Enclosure. The gravity framing for both structures complies with the 2015 International Building Code. The lateral for each structure complies with the 2015 International Building Code. Both structures will behave as cantilevered diaphragms from the main residence. The enclosed Existing Carport originally was controlled by seismic lateral forces and wind for uplift forces. Since the Existing Carport has been enclosed the wind forces now control. The ledger of the Existing Carport should be verified to be similar to the new Entry Canopy. Calculations are attached. Please call if you have any questions. 2 227 'e' street southb(6 aubum, Washington 98002-5518 t = 206 +380 +0732, e-mail = alhpe_sliderule@q.com REVIEWED FUR CODE COMPLIANCE APPROVED JAN 2 8 2319 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 13 2018 PERMIT CENTER t�Si7s7prd�, 'S188 -- G - 1.4(17 St •8 t7'2. � c o. 017 G IDM, D 7r r ig I - f' 042 Crehzept- uf 0'4;7) VW 17 r C4.."0e) NJ = A eze,1 z— ., 2 oto T-71/4 c 457z,4 07 1 Vi° 34121 12i0 4' `((pmte9 cb LA -6T 4-64,1 Wect(t) 2 � Vic, -Trule engineering 4arks, Ile 1932 first avenue, suite 809 ft tAse 0,rr X 4211 16 r pi -G ✓ 14- is*' C(W 517,b ory% v -- r �S.ZS ©•��X C'Lv� 17L t1`k-k t t) •/- L11' Zo t \i / is 4. ' -,Ts tebz = (2.1 'levl1 is Ctz i)Z +(y 7)L �a O l 7 1 s,� vti g +0c3-{ via W, c9.67Cr0 =Co. -7/Y+ 1 P7 -- c�.? - 0. ,. \i„irt, l l• 27 r -f- 41/t ) (0‘7 ,11 j s Pr 27204 7 trf tly hnl 4-,7x4 Li seattle, washington 98101-2498 what:'+'h/ Ib r = 206 + 728 + 4844 f) = 206 + 728 + 7643 w' = sliderule.biz when: who: APC 71,04W1 Page: 1 - fr}Z, 5 - 2 61A) > 67x- �c "40s.1 r. -- y1— �1 o1 -els Mr th te.rziZ-vv , iteezeLt eftdo Eri c sire N,ed- 1I1M - \o - (r -rt -Plyvwx, 1-74/-7 on> {—$03h-zitit 167n frvi - eoi-vue-6AA/ L-7 LiTa 6. L ' 2701 \j../ '{ t0,61 %t;4 = p, t t° l 4 e# '—MIA Vap rett rule engineering works. fIr to. Si 2. /F1, `a`i'r — S) b-' 45 64r-174 .' '4 tee(r & e; VOL (119Y ze14 3Lt. vifr eVai.,cr)r- *K (p°' c 4--- rz� Lir ZS - ev l b 'ryj = -Z?(4 1,0 +2 )r.d 4 tip" 1932 first avenue, suite 809 Seattle, washington 98101-2498 what:17 r = 206 + 728 + 4844 J1) = 206 + 728 + 7643 w = sliderule.biz when: =t- rs • �� L- ta, t who: 4 page: Z" A This is a beta release of the new ATC Hazards by Location website Please contact us with feedback oTC Hazards by Location Search Information Address: 16813 53rd Ave S, Tukwila, WA 98188, USA Coordinates: 47.4518963,-122.26751910000001 Timestamp: 2018-09-22T23:15:20.987Z Hazard Type: Seismic Reference Document: ASCE7-16 Risk Category: II Site Class: D Report Title: Langord Carports Map Results Go g e Text Results Basic Parameters -• + 1 1 Everett • � o Olympic. National Park { . $e 1pr Olympic Natioal Foil t Tacoma 0l opiaji 11 Name Value Description Ss 1.467 MCER ground motion (period=0.2s) S1 0.498 MCER ground motion (period=1.0s) SMS 1.467 Site -modified spectral acceleration value Sim ' null Site -modified spectral acceleration value SDS 0.978 Numeric seismic design value at 0.2s SA Sol * null Numeric seismic design value at 1.0s SA * See Section 11.4.8 okanogeotnenatchge National Forest ( Wen etchee k WASHINGTON Mose Lake Ellensburg l Vakiima • - Additional Information Name Value Description SDC * null Seismic design category F. 1 Site amplification factor at 0.2s F. • null Site amplification factor at 1.0s PGA 0.624 MCEG peak ground acceleration FPGA 1.1 Site amplification factor at PGA PGAM 0.686 Site modified peak ground acceleration Ti. 6 Long -period transition period (s) SsRT 1.467 Probabilistic risk -targeted ground motion (0.2s) SsUH 1.63 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 4.287 Factored deterministic acceleration value (0.2s) Si RT 0.498 Probabilistic risk -targeted ground motion (1.0s) 51U1-1 0.557 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) CO Spokane ° Coeuri Moscow Map data 020140as tp r_30-0,1;42( (2.)44 S\ -J 4x4 4-01- (: c.,s c - s1>S7. (1-;47"1.A._ f'Fz 7 vj t'.0" �1N"1-12Y GPo,4o-r'(' t(offl'' '*'- >rvtte �'%� tel, �yA ' Lr5 Tule 1932 first avenue, suite 809 seattle, washington 981 01-2 498 what: �2 401 engineering works, Ac t = 206 + 728 + 4844 f't) = 206 + 728 + 7643 ws = sliderule.biz when:! l who: Mcb page:4.k.) SID 1.487 Factored deterministic acceleration value (1.0s) PGAd 1.351 Factored deterministic acceleration value (PGA) * See Section 11.4.8 The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the United States Geological Survey Seismic Desian Web Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the goveming building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. M co 0 C) d d O 13 O' 1 V ~ CO la Q •� O CO 00 r C O O O N table 1615.1.2(2) equation 16-37 equation 16-38 equation 16-39 equation 16-40 O (D C~O O 00 M 00 O L ASCE 7-10 table 12.8-1 ASCE 7-10 12.8.2 equation 12.8-2 equation 12.8-3 equation 12.8-4 II n u n n n n n u n n � M o o (f) (/) v) U g U figure 1613.5 (1) ASCE 7-10 table 12.2-1 ASCE 7-10 table 11.5-1 building height (ft) ASCE 7-10 table 12.8-2 N- OO O O N Q L O O O 0 0 11 11 11 11 11 11 11 w u)cA -c U N 0 0 ti w U (0 c a) U a) O 0 a) c O a N a) U E co 0) a a) m c) U f6 0 equation 12.8-7 ASCE 7-10 table 12.8-2 O i equation 12.8-1 Approximate Fundamental Period (ASCE 7-10 9.5.5.3.2) Seismic Base Shear (ASCE 7-10 9.5.5.2) OTC Hazards by Location Search Information Address: 16813 53rd Ave S, Tukwila, WA 98188, USA Coordinates: 47.4518963,-122.26751910000001 Timestamp: 2018-09-22T23.11:49.798Z Hazard Type: Wind Mala Results Text Results ASCE 7-16 MRI 10 -Year MRI 26 -Year MRI 50 -Year MRI 100 -Year Risk Category 1 Risk Category 1I Risk Category 111 Risk Category IV ASCE 7-10 MRI 10 -Year MRI 25 -Year MRI 60 -Year MRI 100 -Year Risk Category I 67 74;,,,x, 78 83 92 98 105 109 .. , 72 79 :,,: 85 91 100 [Risk Category 11 Risk Category III-IV ASCE 7-05 ASCE 7-05 Wind Speed 115,,, 85 The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area — in some cases, this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind-bome debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-bome debris region. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. 2015 International Building Code (Section 1609) ASCE 7-10 (Chapters 26-31) Simplified Wind Load Method (2609.6) Shall not apply to buildings sited on the upper half of an isolated hill or escarpment with the following conditions: Hill or escarpment is equal or greater than 60' in Exposure B, 30' in Exposure C Maximum average slope of the hill exceeds 10% Hill or escarpment is unobstructed upwind by other topographhic features for a distance 50x the height of the hill or 1 mile, whichever is less. Shall apply to buildings with the following conditions: Simple diaphragm: Wind loads are transmitted through horizontal floor and roof diaphragms to vertical lateral -force -resisting systems. Building has a fundamental natural frequency less than 1 hertz Response charateristics do not include: Across wind loading, vortex shedding, instability caused by gallopoing or flutter. Site characteristics do not create wind channeling or buffeting caused by upwind obstructions No expansion joints or seperations Regular shape with approximate symmentrical cross section and roof slopes not exceeding 45 degrees. Enclosed Building (see 2609.2 egns 26-31 and 26-32) Basic Wind Speed (ASCE 6.5.4, figure 6-1) 85 Ps = X Kztlw Ps30 (eqn 16-34) Importance Factor (ASCE 7-05 table 6-1) IW 1.00 Height and Exposure Adjustment coefficient = Exposure (ASCE 6.5.6.3) B Roof Slope (x / 12) 1 Topographic Effects Kzt (ASCE 7-05 6.5.7) 1.00 Simplified Design Wind Pressure (load case 1) horizontal vertical overhangs level A B C D E F G H Eon Goh Ps15 = 12.2 -5.7 8.1 -3.3 -13.8 -8.1 -9.6 -6.3 -19.3 -15.1 Ps20 = 12.2 -5.7 8.1 -3.3 -13.8 -8.1 -9.6 -6.3 -19.3 -15.1 Ps25 = 12.2 -5.7 8.1 -3.3 -13.8 -8.1 -9.6 -6.3 -19.3 -15.1 Ps30 = 12.2 ps35 = 12.8 -5.7 -5.9 8.1 8.5 4.3 -3.5 -13.8 -14.5 -8.1 -9.6 -8.5 -10.1 -6.3 -6.6 -19.3 -20.3 -15.1 -15.9 Ps40 = 13.3 -6.2 8.8 -3.6 -15.0 -8.8 -10.5 -6.9 -21.0 -16.5 Ps45 = 13.7 -6.3 9.1 -3.7 -15.5 -9.1 -10.8 -7.1 -21.6 -16.9 Ps50 = 14.2 -6.6 9.4 -3.8 -16.0 -9.4 -11.1 -7.3 -22.4 -17.5 Ps55 = 14.5 -6.7 9.6 -3.9 -16.4 -9.6 -11.4 -7.5 -23.0 -18.0 Ps60 = 14.9 -6.9 9.9 -4.0 -16.8 -9.9 -11.7 -7.7 -23.5 -18.4 1609.6.2.1.1 Minimum loading in zones A, B, C, D shall not be less than 10psf. Minimum loading in zones E, F, G, H shall not be greater than or equal to ZERO psf. 5/31/2019 0 City of Tukwila Department of Community Development DALE A AND JEANNIE E LANGORD 16813 53RD AVE S TUKWILA, WA 98188 RE: Permit No. D18-0362 LANGORD CANOPY & GARAGE 16813 53RD AVE S Dear Permit Holder: Allan Ekberg, 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 7/30/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 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 7/30/2019, 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, K'andace Nichols Permit Technician File No: D18-0362 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 �.NILAh, City of Tukwila Department of Community Development November 30, 2018 DALE A AND JEANNIE E LANGORD 16813 53RD AVE S TUKWILA, WA 98188 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D 18-0362 LANGORD CANOPY & GARAGE - 16813 53RD AVE S Dear DALE A AND JEANNIE E LANGORD, 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 11 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 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. The plan proposes enclosing the existing carport converting it to a garage. The carport as shown is built on the setback which is non -conforming for setbacks. Also, to be a legal carport by current code standards, it shall be open on three sides which King County parcel viewer picture indicate only one side open at the front. Since the carport was existing and built earlier around the time the house was built, it would not be required at this time to meet setbacks, if no new construction is added to it. Any new construction shall require meeting the current 2015 IBC, IRC and Tukwila Municipal Codes (TMC), to meet the minimum required five-foot setback. The new plans show the structure would extend past the property line. Therefore, the garage conversion shall not be permitted. Revise plan to eliminate the garage and only show construction of the awning. Note: Contingent on response to these corrections, further plan review may request for additional corrections. PLANNING DEPARTMENT: Meredith Sampson at 206-431-3661 if you have questions regarding these comments. • Please show how your structure meets the nonconforming structures standards found in TMC 18.070.50. 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 � 1 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. Sincerely, Bill Rambo Permit Technician File No. D18-0362 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT C40RD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0362 DATE: 01/03/19 PROJECT NAME: LANGORD CANOPY & GARAGE SITE ADDRESS: 16843 53 AVE S Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: (/ Building 4t)\16\ Building Division Public Works Fire Prevention Structural C PV lI� O1 Planning Division Permit Coordinator II PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 01/08/19 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) rf all nal Notation 4 - DUE DATE: 02/05/19 n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0362 DATE: 11/13/18 PROJECT NAME: LANGORD CANOPY & GARAGE SITE ADDRESS: 16813 53RD AVE S X Original Plan Submittal Response to Correction Letter #_ Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: CrZ 11-W g Building Division is No tir-i 0 Wic Works 414\ 44 II -4i b IAS OSIrr Fire Prevention Planning Division Structural nPermit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 11/15/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/13/18 Approved nApproved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: B1dgr Fire ❑ Ping PW D Staff Initials: 12/18/2013 d d City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http:t/www.TukwilaWA.go' 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: ❑ Response to Incomplete Letter # 1;54 Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Project Address: Contact Person: -4a ray ®70, dne Rolf Summary of Revision: 4?"74- 17-1c,r77 (hva LQNrel Phone Number6 5'',...-6)(7-3/,s- RECEIVED � k c3/ RECEIVED JAN 0 4 2019 PERM fl CEN 1 tI Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: e—e( Entered in TRAKiT on W:Wermit Center\Templates\Forms\Revision Submittal Form doe Revised: August 2015 cif%) CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplaiuPci.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 PERMIT NO: ` V — V 3 VJ� STATE OF WASHINGTON) ) ss. COUNTY OF KING )1 e, )1 acJ✓'1 , states as follows: [please print name') 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirem t of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number 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. (l Signed and sworn to before me this S t -day of d GC E1 C Ct11, , 20 11. I TOTAAY PUBLIC in and for the State of Washington Residing at /4//7 1 , County Name as commissioned: Y/in Jerk My commission expires: 05 /9/a a / 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption 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; �._. r - 18. An entity who'holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician; a certified residential;specialty electrician, or an electrical trainee meeting the requirements of chapter. f9:28 RCW,to.perform plumbing work that is incidentally; directly; and immediately appropriate to the like=in-kiiid replacement of a household appliance or other small hOtisehold 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. REVISIONS No changes shall be made to the scope of work without prior approval of the Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may Include additional plan review. (E) STONE WALL (E) RAISED BED & ROCK WALL 7YP N LANGORD HOME - SOUTH ELEVATION SCALE: s"=1' -O" 22'-14" 2'-4" 2'-11" 6'-41" NEW AWNING 5- 2'-7" 6 NEW GUTTER 41 DOWN SPOUT 2'-B " NEW RAISED GARDEN BED W/ BLOCK WALL (E) WINDOW TYP Z 0 CONCRETE PIER BLOCK W/ METAL BRACKET TYP NEW RAISED GARDEN BED W/ BLOCK WALL LANGORD HOME SOUTH ELEVATION AWNING ADDITION SCALE: e"=1'-0" N OVERLAPPING SELF-ADHESIVE RUBBER WINDOW & DOOR FLASHING PARATE PERMIT UIRED FOR: Mechanical Iectrical iumbinp Gas Piping City of Tukwila BUILDING DIVISION 1x6 PLASTIC TRIM ANCHORED TO WALL STUDS 2x6 LEDGER ANCHORED TO STUDS W/ O$" LAG SCREWS (E) GUTTER DOWNSPOUT (2 PLO) (E) SOUTH WALL 1. PRE -GALVANIZED FLASHING FACE MOUNT TIE z" PLYWOOD SHEATHING W/ #15 ROOFING FELT & COMPOSITE ROOFING SHINGLES 2x6 ROOF JOISTC� 16" O.C. 2x6 BEAM HURRICANE TIE COLUMN NOTCHED 2x6 BEAM & FASTENED W/ (2) 4$" HEX BOLTS EA POST LANGORD RESIDENCE - SITE MAP 16813 53rd Ave S. Tukwila, WA 98188 ROOF JOIST NOTCH @ CONNECTION COMP 1" OVERHANG ALL AROUND ROOF EDGE PRE -GALVANIZED DRIP EDGE ALL AROUND ROOF .7— 1 z 0 0 z 0 DRAWN BY: MB DATE: 08/07/18 SHEET:1 OF3 OGEE GUTTER 1x6 Plan review approval is subject to errors ana omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Cop • nd cotions` aK dgea _ ..*Ad- 61 tvbithr74 (14) SIMPSON SDS o" x 2" HEAVY DUTY CONNECTOR 4x4 COLUMN SCREWS pp1teW eel C RECEIVED CITY OF TUKWILA JAN 04 2019 PERMIT CENTER 1x6 FASCIA OVER 77 POST 5'-3" PAVER STONE PATIO r AAWNING SECTION SCALE: 1"=1'-0" SIMPSON CBSQ44-SD52 INSTALL PER MFR SPECS FINISH PAVEMENT 28 DAY STRENGTH =3000 P51 FOR EXPOSURE 2500 PSI STRUCTURAL PURPOSES FINISH PAVEMENT (2) #4 ELV RIGHT SIDE VIEW 2" CLR FRONT VIEW 1 FN D & POST BASE 0 ENTRY CANOPY 2 SCALE: 1"--V-0" blassr0362 PHO]E: (503)851-4476 REVIEWED =OR CODE COMPLIANCE APPROVED JAN 2 8 Z19 >rJ2 City of Tukwila BUILDING DIVISION 0 .♦. .♦.♦.♦�. +41 p!. ♦ 41 ♦.e, ♦ 441.46.♦.♦.♦.♦.♦.♦A4.♦♦.♦.♦. . v . 4. .!.♦...!♦.♦.♦.♦_♦.♦.... CO CARPORT NOTE: REPLACING ROOF ON CE) CARPORT IN/ COMPOSITE ROOFING r SECURl7Y DOOR L �4•.••♦ ♦•••••••••1•♦ ♦•••♦ 41••••••••••••••••••••••••41 •••••••••••••••••••••••.,•••••• HOUSE LANGORD HOME CARPORT ROOF REPLACEMENT SCALE: a"=1'-0" DRIVEWAY WOOD DECK N DRAWN BY: W)B DATE: 08/07/18 SHEET: 2 OF3 41,e5.17/41— 4 D\g lEC = IE CI Y OF TUK NIA JAN 042019 PERMIT CENTER REVIEW. J FOR CODE COM LIANCE APPRO ED JAN 2 8 019 City of Tu ila BUILDING Di `. ISION .11111111111. fECE.IVES CITY OF TUI(� iLA JAN 44 2019 PERMIT CENTER 10 DRAWN BY: W)B DATE: 11/07/18 SHEET: 3 OF 3 Let Golfe Ler RE\ 'IEVVED FOR CODE COMPLIANCE A )PROVED samenek O J/N282019 Cif) of Tukwila UILDNG DIVISION 130.04' laPROPERTY LINE IfgD 0 ea CARPORT GARAGE ;' ,,, DRIVEWAY 64'-82" SETBACK o LU w COVERED DECK RAISED WOOD DECK O STAIR 1 :�uv :.,n ,. LANGORD HOUSE 1111111i -- 1 .. L jl 1 0 Lq .71 % y 1 HOUSE EXTERIOR Ali VIII w w L W �' - n O tV1%n� j% a Vii? 0 1;1k 1 i C(1_28 -O t SETBACK d ' p _i 1 in 1 ft: it � AWNING 0 ::. 111 Q- w p x3 w p DRIVEWAY PATIOS �s r� �� ��o�� i . + .d.S STAIR 0 _ •�atie >> i f: ,i-;" 1 �,,, .:�� 1'a 111 b 0 Ph. VIII , 16"'"""0 ,i is �==emsiom 0 1 1 r l" ,yz,� , aM ��. O 1;11ommowsr 1 1l 1 ___ f 1111 0.1/11 '1 1.1..1 PROPERTY LINE .I..I..il► 130,04' PAVED DRIVE LANGORD HOME - SITE PLAN 0 -• SCALE 1"=10'®��.0 fECE.IVES CITY OF TUI(� iLA JAN 44 2019 PERMIT CENTER 10 DRAWN BY: W)B DATE: 11/07/18 SHEET: 3 OF 3 Let Golfe Ler RE\ 'IEVVED FOR CODE COMPLIANCE A )PROVED samenek O J/N282019 Cif) of Tukwila UILDNG DIVISION