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Permit D12-357 - RAMIREZ RESIDENCE - RETAINING WALL
RAMIREZ RETAINING WALL 13702 44 AV S D12-357 City oftukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431-3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.TukwilaWA.aov Parcel No.: 7347600142 Address: 13702 44 AV S TUKW Suite No: Project Name: RAMIREZ RETAINING WALL DEVELOPMENT PERMIT Permit Number: D12 -357 Issue Date: 01/31/2013 Permit Expires On: 07/30/2013 Owner: Name: CRUZ JOSE LOUIS DIAZ +DIAZ J Address: 13702 44TH AVE S , TUKWILA WA 98168 Contact Person: Name: SANTIAGO RAMIREZ Address: 13702 44 AV S , TUKVVILA WA 98168 Phone: 206 - 948 -5357 Contractor: Name: OWNER AFFIDAVIT - SANTIAGO RAMIREZ Phone: Address: Contractor License No: Expiration Date: Lender: Name: Address: DESCRIPTION OF WORK: CONSTRUCT ECOLOGY BLOCK RETAINING WALL Value of Construction: $500.00 Fees Collected: $108.45 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0022 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D12 -357 Printed: 01 -31 -2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N Permit Center Authorized Signature: LAL, Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this ermit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or th erfo �� • ork. I am authorized to sign and obtain this development permit an agree to the conditions attached to this permit. Signature: " -/ /` " Date: Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: 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 doc: IBC -7/10 D12 -357 Printed: 01 -31 -2013 this requirement. 0 • 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: IBC -7/10 D12 -357 Printed: 01 -31 -2013 CITY OF TUKT "‘ A Community Developnient Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www.TukwilaWA.gov Building Pei' No.[ -- Project No. Date Application Accepted: l I _ J" C Date Application Expires: S `-S' "(3 (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 King Co Assessor's Tax No.: 73 47 �t7 — J1 Site Address: //31.©. 411h wj1 C? ''Suite Number: Floor: Tenant Name: 6 ft� 'j b 5Q ply,/ 7/7 7 , "( New Tenant: ❑ Yes E].. No PROPERTY OWNER RalName: P1.i,�— Name: Tose Li, iS JIeoz. Address: /370 2 4' ' ii II t f e S City: -72,7/ i 1 ft State: A, 14 Zip: -I t( CONTACT PERSON — person receiving all project communication RalName: P1.i,�— Addres� l3 o Z ` f -Ii 'Iv e S' City:-; , tA_ial� State: 14 Zip:�-i ce _��l �* Q Phone: 20c e7zigisI 9 Fax: �? Phone: O q f (� r, �-e. ‘ /0 /,� Email: State: GENERAL CONTRACTOR INFORMATION Company Name: il/ /zJ ` //77 0 w n ,p 7 V V C Address: City: /2 /aC�C piai,y �at w Zip: p� 't Phone: O q f (� r, �-e. ‘ /0 /,� City: State: Zip: Phone: Fax: Contr Reg No.: Address: Exp Date: Tukwila Business License No.: H:\Applications\Forms- Applications On Line \2012 Applications\Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh ARCHITECT OF RECORD Name: Company Name: fr"-- T,7 fi/',5"l/v iL i fje Engineer Name: Company Name: City: /2 /aC�C piai,y �at w Zip: p� 't Phone: O q f (� r, �-e. ‘ /0 /,� 77 Email: Architect Name: r / 0 p� Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: Company Name: fr"-- T,7 fi/',5"l/v iL i fje Engineer Name: Address: 2-q; 5 f1 q2-,/ - City: /2 /aC�C piai,y �at w Zip: p� 't Phone: O q f (� r, �-e. ‘ /0 /,� 77 Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION 206- 431 -3670 Alms 1 Valuation of Project (contractor's bid price): $ D O 02 0 0 // Existing Buildin Valuatio $ r Describe the scope of work (please provide detailed information): rJ VU y r e K TG 1V (YI ,(4) re4 ZL 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? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material 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: \Applications\Forms- Applications On Line \2012 Applications\Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 15` Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material 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: \Applications\Forms- Applications On Line \2012 Applications\Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh Page 2 of 4 PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDIN • ( HORIZED AGENT: Signature: v-� +'r€ Date: / rat ( /P- Print Name: a Z —7 q 1 ru e S U �V ; (0. Day Telephone: ZOG q(6=: Mailing Address: (3 70 Z tig l/ ff (,� �� �U Ct,��) l�' �i qt (g H. Applications\Forms- Applications On Line t2012 Applications\Permit Application Revised - 2-7-12 docx Revised: February 2012 bh City State Zip Page 4 of 4 PUBLIC WORKS PERMIT INFOATION — 206 - 433 -0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ .. Water Availability Pro ided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate Septic System: ❑ On -site Septic System — For o ite septic system, provide 2 copies of a current septic design approve ❑ ...Water District #I25 ❑... Highline ❑ ...Valley View ❑... Renton ❑ ...Sewer Availability Provided ❑... Renton ❑... Seattle Submitted with Application (mark ❑ .. Civil Plans (Maximum Paper Si ❑ .. Technical Information Report (Sto ❑ .. Bond ❑...Insurance es which apply): — 22" x 34 ") rainage) ❑... Easement(s) Proposed Activities (mark boxes that apply): ❑ .. Right -of -way Use - Nonprofit for less than 72 ours ❑ .. Right -of -way Use - No Disturbance ❑ .. Construction/Excavation /Fill - Right -of -way ❑ Non Right -of -way ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Permanent Water Meter Size (1) ❑ .. Temporary Water Meter Size (1) ❑ .. Water Only Meter Size ❑ .. Sewer Main Extension ❑ .. Water Main Extension FINANCE INFORMATIO ublic Public y King County Health Department. 0... Geotechnical Report ❑ .. Traffic Impact Analysis 0... Maintenance Agr ent(s) ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0... Right- ' ay Use - Profit for less than 72 hours ❑ ... Rig s f -way Use — Potential Disturbance ... Work in Flood Zone 0... Storm Drainage ❑... Abandon ' •pti Tank 0... Curb ❑... Pav ent Cut ❑... L • . ped Fire Line If WO # (2) WO # (2) WO# ❑ Private ❑ Private ❑ 0... Grease Interceptor ❑ ... Channelization ❑...Trench Excavation ❑ ... Utility Undergrounding " WO # (3) " WO # ' WO # (3) " WO # educt Water Meter Size Fire Line Size at Prope ire Number of Public Fire Hydrant(s) ❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment Monthl Service ' lin to: Name: Mailing Address: City Day Telephone: Water Meter Refund/Billing: Name: Mailing Address: State Zip Day Telephone: City State Zip H: Applications\ Forms- Applications On Line \2012 Applications\Permit Application Revised - 2- 7- 12.docx Revised: February 2012 bh Page 3 of 4 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 7347600142 Permit Number: D12 -357 Address: 13702 44 AV S TUKW Status: PENDING Suite No: Applied Date: 11/05/2012 Applicant: RAMIREZ RETAINING WALL Issue Date: Receipt No.: R12 -03048 Payment Amount: $108.45 Initials: WER Payment Date: 11/05/2012 01:46 PM User ID: 1655 Balance: $0.00 Payee: SANTIAGO RANIIREZ TRANSACTION LIST: Type Method Descriptio Amount Payment Cash Authorization No. ACCOUNT ITEM LIST: Description 108.45 Account Code Current Pmts BUILDING - RES PLAN CHECK - RES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $108.45 63.00 40.95 4.50 rinrt• RArAint -f1R Printpri• 11 -f1ri -9(119 INSPECTION RECORD Retain a copy with permit --357 INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION L 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 i- Pr ' ct: i /A; 26Z Type o Inspection: r ' rMiJAt,- :1 -6‘4* q 13116 2- 4 f Date Called: Special Instructio s. iz J1r/1� ' I tW/ Date Wanted:. �' — l. p.m. Requester: Phone No: 2--ri 41 Approved per applicable codes. El Corrections required prior to approval.. COMMENTS: Insp ct or: okAik:k4 Date 9 REINSPECTION FEE REQUIRE .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. � 4 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proj t: Type f Inspection: + t Q. lc- AAA.rez- /(4444' 1 PA( -)(t -3V7 Address: re. 1 Date Called: t 37 to 7, 44 Av.- Special Ins ructions: Date Wanted. am-y p.m. Requester: Phone No: - 22-11 St) Approved per applicable codes. Corrections required prior to approval. COMMENTS: CD ((e-7.-)1&" r (\ 4 W Pti k AAJSV \--/W Pc f.. S co 51 lE - Arta.) A- D. ST", . r d c° i-- — p.e.j kAIN , A 6 e n A c"" .. r Y ,M 0 �t A, � 46 , pt /� / Ai e 1 26 1-a t (( k: l.J $r 0 1'ak Cit(. A-/ti 59 /01 gcrr Insp ctor: Datey �,. j ? �, ri REINSPECTION FEE REQU RE , . 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, 1 -357 INSPECTION NO. PERMIT NO. cAoli CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 0:: = (2' 06) 431 -3670 Permit Inspection Request Line (206) 431 -2451 �- • Pr ect: t ©�� / Type of Inspection: y.nDecA unto Address: 74 Date Called: Special I structions: 6 epit-riliiveigrke4S Date Want ed:. �� ,_.I `a,.r�► . p.m. Requester: • Phoge N '2-�� -8-(s--7 J Approved per applicable codes. Corrections required prior to approval, ,.:r COMMENTS: 6 1V O r l uu e. 9 o y.nDecA unto Ql `ANN . A61 6 epit-riliiveigrke4S t I Dr 1 ,&) t tr SD49. r 1 R : Inspector Dat n REINSPECTION FEE REQUIRED. Prior to next inspection;'fee mist be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule'reinspection.: '5ta • • Sx • •. ;1 1• • • • • • • INSPECTION RECORD Retain a copy with permit (2 "337 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 , (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 e. Pr ect: u A kd Ri AJ' Typt.of Inspection: ;� � ,A6 _...JIAA Address: .r"ti —AVE Date Called: 1317 Q? Instructions: O �/44 O l— c, Date Wanted:. _13 temSpecial Request. ,� A l ` 6"1 Phone No: '.2.0(0— 22'7415 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: -tom it fin. ;`V, .. r� o),i•'. �r i o { e_,,,� ` �"" r s - 1242.,:. A16 B' e i •'�.S D 2 � ,� � r7 WAS (.O i "S-�' - Li NS r i (YT ,n- r --(--o J u E IN S ' i) a CA S io A (2 A ', A e cf, h r) 14 .. 4, T L e s L; out s k 4v '.gee -^ 4- 6ez --T--(,, (A \((J - .-r_-O 3� s el.)i. 6..0 1U� ii 11A. V e LJAJATI l .n flU ( ,,L1 4 L.,orl Gt L.LI, TO 0 WI-A- .1 if RC , J 1 K - s ( ' 41--- ` L ;' k, itr G. -. in '4 f it- ��. REINSPECTION FEE REQ IRED. Prior to next inspection. fee must be paid at 6300 Southcenterillvd.. Suite 100. Call to schedule reinspection. kT Insp ctor: at' if 51 tea .... Dater _ 4 - -. •r- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 pi -05'7 PPamii'L ect:. , .t.n1rr3(.c)ttII Type of Inpection: jk 1-1/14i Ad i'.70,9 4 Date Called: Oc3-/ y/95 Special Instructions: Cad • 1 /)oth r rp 1 O Ydd* --f- i/1 Sj • Date Wanted:. 03/05,/i3 03/05,/i3 a.m ' P.m- Requeste fin c_4-1 S +A ,ld t`rC4 • Phone No 496 d-7—g/0.--7 r' • • • • • • • Approved per applicable codes. D Corrections required prior to approval. COMMENTS: ara:0 5e tdlSfedie) bl;I Ot /1 e-- LOOM t c_4-1 S +A ,ld t`rC4 • Inspector: ps Date: 3 16 13 • ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. es- ,^ sub ect to error, and REVIEWED FOR CODS � COMPLIANCE D JAN 0 2 2n1i Geotechnical Engineering Retaining Wall / Pavement Design Construction Management WABO / AASHTO Inspection & Testing J risen Engineering & Consulting Business, Inc ['(' R.+ 1 .. 1'4:1 ,;l(•1 P. i /4,4 F. 1,„otr -lci�• [l• r:�;m,•,•irn•• q:. SANTIAGO RAMIREZ 13772 44TH AVE SOUTH TUKWILA WA PARCEL #: 7347600144 PERMIT# D12 -357 r DEC 2 TUK PUBLIC RECEIVED g20dTYOFTUKWILAt, N -DEC 1 9 2012 EL Q ,';' MIT CENTER ,�., :-TERRA. • • 'WALL SYSTEM FIELD C'ONSTRUCTION MANUAL, EXC'AVATION Confine location and elevation of walls. Width of excavation should allow for width of wall base and drainpipe. Note: all excavation should follow applicable WISHA or OSHA guidelines. If the wall steps up one block in height. the base blocks should be installed at the lowest level in order to establish Wade and face location of the second level. BASE PREPARATION Consult engineer's wall design for a base material specification including type. width. depth and compaction. It is recommended to start at lowest `Fall level. Locate the front face of the wall and run a string line one-inch in front of the face - two- inches above the base. Make sure the base material is well compacted. Test if necessary. After compacting. screed off base material. fill in low spots. and screed again. Repeat procedure as necessary to achieve finn. compacted base. Do not disturb string line. It is best to prepare the entire base before setting the blocks. a. • -s. r, �`— LEVEUNG PAD SETTLNCT BLOCKS Before placing blocks. hake sure the top and bottom surfaces of the respective blocks are clean. At one end of the wall. or at one end of the lowest base elevation. start the u-all At the start of the wall. mark a line peipendicular to the face of the Nvall. This line will help place the first block square to the wall face. Place the first block one inch from the string line. Set the next block beside the first block. taking care to align the face. Geotechnical Engineering Retaining Wall / Pavement Design Construction Management WABO / AASHTO Inspection & Testing • J ascrn Engineering ez Consulting Business, Inc 't' fro, ;•N1 '\t rr• l�� �i !'; ' 1' 1.211o. 781, Si.45 E:.,��, SANTIAGO RAMIREZ 13772 44TH AVE SOUTH TUKWILA WA PARCEL #: 7347600144 PERMIT# D12 -357 Do not set any more than 25 -ft to 30 -ft of blocks along the length of base starting on the second row. EQUIPMENT FOR PLACING BLOCKS A backhoe is the ideal piece of equipment for setting blocks. A wire rigging or chaiu with swivel hooks. OSHA approved and rated for the weight of the blocks. can be attached to the backhoe and used for lifting and moving blocks. SAFETY FACTORS 1. Never stand underneath a block. 2. Avoid getting any part of the body between pinch points while installing blocks (either between two blocks or between a block and the open excavation). 3. Always inspect rigging for lifting the block. replace all worn or broken parts.. DO NOT USE INFERIOR. INADEQUATE OR UNAPPROVED EQUIPMENT, USEFUL TOOLS 1 Transit- to lay out a level base. 2. Shovels and rakes- for use by the base prep person. 3. A broom- to clean the keyways before placlus the next layer. 4. One or more 5 foot pry bars - for Jostling the blocks into position. 5. A 4' level FLNAL LEVELING OF THE WALL Imperfect or disturbed bases can cause a wall to not run straight or level. It is reconinl.ended t0 shun (asphalt shingle) wall it'necessaiy or place a 4X6 on top of the wall at the high points and pound down with the excavator bucket. REVIEWED FOR CODE COMPLIANCE APPROVED JAN027nn City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 1 9 2012 PERMIT CENTER TYPICAL INSIDE 90 CORNER STONE TERRA BLOCKS TYP DIMENSIONS; 2' X 2' X 4' TYP fc; 2,500 PSI FREE DRAINING BACKFILL BEHIND AND AROUND BLOCKS MIN 12 INCHES 2" Ate at. a )aata 111 1111 1111_ '' =III =1 2'-O" I I_111 I_1 ai, LEVELING PAD ELEVATION VIEW APPROX 70 FT PLAN VIEW TYPICAL SECTION VIEW 1 " =2FT Geotechnical Engineering Retaining Wall / Pavement Design Construction Management WABO / AASHTO Inspection & Testing Jason Engineering & Consulting Business, Inc FY' E'c.. I8I .\,iburn k V \. "S071 P (21:b —8r, ' f la. 'n +i.,ti.q ,•h,..tner•rtr il;.. o'i SANTIAGO RAMIREZ 13772 44TH AVE SOUTH TUKWILA WA PARCEL #: 7347600144 PERMED/ D12 -357 REVIEWED FOR CECOMPLIANCE APPROVED JAN 02 In11 City of Tukwila BUILDING DIVISION TYPICAL BLOCK 1 " =2FT APPROX 15 FT RECEIVED CITY OF TUKWILA DEC 1 9 2012 PERMIT CENTER • FILO C© STRUCTURAL CALCULATIONS FOR THE RAMERIZ SITE RETAINING WALL PROJECT REVIEWED FOR CODE COMPLIANCE sis t APPROVED JAN 0 2 2013 sI T+ City of Tukwila BUILDING DIVISION October 24, 2012 Job No.: 12 -910 Location: XXX 137th Street Tukwila, Washington Copyright 2012, SEGA Engineers RECEIVED DEC 20 2012 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA NOV 0 5 2012 PERMIT CENTER Dig.- 3S7 SEGA Engineers, /Structural & Civil Consulting Engineers 22939 SE 292 °a PL (360) 886 -1017 Black Diamond, WA 98010 I r STATEMENT OF WORK SEGA Engineers was asked to provide structural design and a construction detail for a pre -cast concrete (Ecology) block gravity retaining wall. The application and use of these calculations is limited to a single site referenced on the cover sheet. The cover sheet should have an original signature in blue ink over the seal. The attached calculations may or may not apply to other sites and the contractor assumes all responsibility and liability for sites not expressly reviewed and approved. Please contact SEGA Engineers for use at other sites. SEGA Engineers will use that degree of care and skill ordinarily exercised under similar circumstances by members of the engineering profession in this local. No other warranty, either expressed or implied is made in connection with our rending of professional services. For any dispute, claim, or action arising out of this design, SEGA Engineers shall have liability limited to the amount of the total fee received by SEGA Engineers. Questions regarding the attached should be addressed to SEGA Engineers. Greg Thesenvitz, PE /SE SEGA Engineers SEGA Engineers PROJECT / Structural & Civil Consulting Engineers 22928 SE 312th ST • Black Diamond, Washington 98010 (360) 886 -1017 • Fax (360) 886 -1016 aot.ex-T y Al— JOB NO. 1 Z - -'I iv �- y` (FIGURED BY CHECKED BY DATE �/1 / L SHEET / OF 1 bm- ' (3) -� G i.S" (? P" Nio R Vic 7S b= n,4-3fr S t _c" , N z6- Copyright 2006, SEGA Engineers 3 NOTE: FILL UJITI—I WELL- DRAINING MATERIAL FREE OF ORGANIC DEBRIS. 12" 24" PRE -CAST INTERLOCKING CONCRETE BLOCK (W = 431 FLF) LEVELING PAD "4) DRAIN PIPE COPYRIGHT 2012, SEGA ENGINEERS ECOLOGY BLOCK RETAINING WALL 3" 6' -0lI >2,4\i; >', as • de • • / \ \ /\ / \/ . SEGA Engineers/ /Structural & Civil Consulting Engineers 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886-1017 • FAX 886 -1016 RAMERIZ RESIDENCE XXX 131T1--I STREET, TUKIJILLA JOB NO. 12 -910 10/23/12 SK #1 FILE COPY ERRA Pe a!t f�oo WALL SYSTEM StoneTerra, Inc. StoneTerra version 3.1.12341 Project: Santiago Ramirez Location: Tukwila Designer: JECB Date: 12/18/2012 Section: Section 1 Design Method: NCMA_09_3rd_Ed Design Unit: StoneTerra StoneTerra SOIL PARAMETERS Retained SoiI: 34 deg Foundation Soil: 30 deg Leveling Pad: Crushed Stone GEOMETRY Design Height: Wall Batter/Tilt: Embedment Leveling Pad Depth: Slope Angle: Slope Length: Slope Toe Offset: Vertical i5 on Single Depth FACTORS OF SAFETY Sliding: Bearing: RESULTS FoS Sliding: Bearing: coh 0 psf 0 psf 6.00 ft 2.40/ 0.00 deg 0.50 ft 1.00 ft 22.0 deg 2.0 ft 0.0 ft 1.50 2.00 1.69 (Ivlpd) 1077.68 Y 120 pcf 120 pcf Live Load: Live Load Offset: Live Load Width: Dead Load: Dead Load Offset: Dead Load Width: Leveling Pad Width: Overturning: FoS Overturning: 1.55 FoS Bearing: 5.28 0 psf 0.00 ft 100 ft 0 psf 0.0 ft 100 ft 3.00 ft REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 2 7013 City of Tukwila BUILDING DIVISION RECEIVED 1.50 DEC 2 0 2012 TUKWILA PUBLIC WORKS Name Elev. ka Pa Paq Paqd - PaC PaT FSsI (base of leveling pad) FoS OT ST 4.00 0.329 79 0 0 0 79 27.03 12.46 ST 2.00 0.307 295 0 0 0 295 7.24 3.17 ST 0.00 0.289 625 0 0 0 625 1.69 (2.59) 1.55 CORRECTION LTR #� StoneTerra, Inc bl?357 CEIVED OF TUKWILAPage DEC 19 2012 PERMIT CENTER DESIGN DATA TARGET DESIGN VALUES (Factors of Safety) Minimum Factor of Safety for the sliding along the base Minimum Factor of Safety for overtuming about the toe Minimum Factor of Safety for bearing (foundation shear failure) MINIMUM DESIGN REQUIREMENTS Minimum embedment depth INPUT DATA Geometry Wall Geometry Design Height, top of leveling pad to finished grade at top of wall Embedment, measured from top of leveling pad to finished grade Leveling Pad Depth Face Batter, measured from vertical Slope Geometry Slope Angle, measured from horizontal Slope toe offset, measured from back of the face unit Slope Length, measured from back of wall facing NOTE: If the slope toe is offset or the slope breaks within three times the wall height, a Coulomb Trial Wedge method of analysis is used. Surcharge Loading Live Load, assumed transient loading (e.g. traffic) Live Load Offset, measured from back face of wall Live Load Width, assumed strip loading Dead Load, assumed permanent loading (e.g. buildings) Dead Load Offset, measured from back face of wall Dead Load Width, assumed strip loading Soil Parameters Retained Zone Angle of Internal Friction Cohesion Moist Unit Weight Foundation Angle of Internal Friction Cohesion Moist Unit Weight StoneTerra, Inc FSsI =1.50 FSot =1.50 FSbr =2.00 Min emb =0.50 ft H =6.00 ft emb =0.50 ft LP Thickeness =1.00 ft i =2.40 deg R =22.00 deg STL_offset =0.00 ft SL_Length =2.00 ft LL= 0.00psf LL_offset =0.00 ft LL_width = 100.00 ft DL = 0.00 psf DL_offset =0.00 ft DL width = 100.00 ft cp = 34.00 deg coh =0.00 psf gamma = 120.00 pcf cp = 30.00 deg coh =0.00 psf gamma = 120.00 pcf Page 2 TERRA" WALL SYSTEM RETAINING WALL UNITS STRUCTURAL PROPERTIES: N is the normal force [or factored normal load] on the base unit The default leveling pad to base unit shear is 0.8 tan(T) [AASHTO 10.6.3.4] or may be the manufacturer supplied data. p is assumed to be 40 degrees for a stone leveling pad. Unit Designation: StoneTerra Unit Dimensions: Height = 2.00 if Width = 4.00 ft Weight = 2240.00 Ibs Unit to Unit Shear T = N tan(0.00) + 2000.00 ppf Depth = 2.00 ft Density = 140.00 pcf Unit to Leveling Pad Shear r = N tan(30.00) + 20.00 ppf StoneTerra, Inc Page 3 CALCULATION RESULTS OVERVIEW UltraWall calculates stability assuming the wall is a rigid body. Forces and moments are calculated about the base and the front toe of the wall. The base block width is used in the calculations. The concrete units and granular fill over the blocks are used as resisting forces. EARTH PRESSURES The method of analysis uses the Coulomb Earth Pressure equation (below) to calculate active earth pressures. Wall friction is assumed to act at the back of the wall face. The component of earth pressure is assumed to act perpendicular to the boundary surface. The effective 6 angle is 6 minus the wall batter at the back face. If the slope breaks within the failure zone, a trial wedge method of analysis is used. EXTERNAL EARTH PRESSURES Effective 6 angle (2/3 retained phi) Coefficient of active earth pressure External failure plane Effective Angle from horizontal Coefficient of passive earth pressure: kp = (1 + sin(9)) / (1 - sin(cp)) Ka: cos(4:i + i)2 cos(i)2- cos(Si — il + $i + di •sit +i — P 1 cos(Si — i).cos(i + 13) 6 =22.7 deg ka =0.289 p = 56 deg Eff. Angle =92.40 deg kp =3.00 FORCES AND MOMENTS UltraWall resolves all the geometry into simple geometric shapes to make checking easier. All x and y coordinates are referenced to a zero point at the front toe of the base block. UNFACTORED LOADS Name Factor y Force (V) Force (H) X-Ien Y-len Mo Mr Face Blocks(W1) 1.00 1680 — 1.08 — — 1821 LvIPad(W18) 1.00 325 — — — — — Pa h 1.00 — 586 — 2.00 1172 — Pa_v 1.00 0 — 2.06 — — 0 Sum V/ H 1.00 1680 586 Sum Mom 1172 1821 Note: live load forces and moments are not included in SumV or Mr as live loads are not included as resisting forces. StoneTerra, Inc Page 4 BASE SLIDING Sliding at the base is checked at the block to leveling pad interface between the base block and the leveling pad. Sliding is also checked between the leveling pad and the foundation soils. Forces Resisting sliding = W1 + W2 1680 + 0 Resisting force at pad = (N tan(slope) + intercept x L) 1680 x tan(30.0) + 20.0 x 2.0 where L is the base block width N =1680 ppf Rf1 =990 Friction angle is the lesser of the leveling pad and Fnd p =30.00 deg N1 includes N (the leveling pad) + leveling pad (LP) 1680 + 325 N1 = 2005 ppf Passive resistance is calculated using kp = (1 + sin(30)) /(1 - sin(30)) kp = 3.00 Force at top of resisting trapezoid, d1 = 0.50 Fp1 = 180.00 Force at base of resisting trapezoid, d2 = 1.50 Fp2 = 540.00 Depth of trapezoid depth = 1.00 Pp = (Fp1 + Fp2) / 2' depth 360.00 Resisting force at fnd = (N1 tan(phi) + c L) + Pp 2005 x tan(30) + 0 x 2.5 + 360 where LP = Ivl pad thickness * 130pcf * L + Ivl pad thickness/2 Driving force is the horizontal component of Pah Df =586 Rf2 = 1518 FSsI = Rf / Df FSsI = 1.69 / 2.59 StoneTerra, Inc Page 5 OVERTURNING ABOUT THE TOE Overturning at the base is checked by assuming rotation about the front toe by the block mass and the soil retained on the blocks. Allowable overturning can be defined by eccentricity (e /L). For concrete leveling pads eccentricity is checked at the base of the pad. Moments resisting eccentricity = M1 + M2 1821 Mr =1821 ft -Ibs Moments causing eccentricity = MPah + MPq 1172 Mo =1172 ft-Ibs e = L/2 - (Mr - Mo)/ N1 e = 2.00/2 - (1821 - 1172) /2005 e =0.61 e/L = 0.31 FSot = Mr / Mo FSot =1821 / 1172 FSot =1.55 StoneTerra, Inc Page 6 ECCENTRICITY AND BEARING Eccentricity is the calculation of the distance of the resultant away from the centroid of mass. In wall design the eccentricity is used to calculate an effective footing width. Calculation of Eccentricity SumV= (W1 +W2 +LL +DL +Pa v +Pq_v +Pd v) e = L/2 - (SumMr + M_LL - SumMo) /(SumV + LL) e = 2.00/2 - (649 /1680.00) Calculation of Bearing Pressures Qult = c *Nc + q *Nq + 0.5 *+ Convert.ToChar(Greek.Gamma) + *(B') *Ng where: Nc =30.14 Nq =18.40 Ng =22.40 c= 0.00psf q = 180.00 psf B'= B- 2e +Ivlpad =1.77ft Gamma =120 pcf Calculate Ultimate Bearing, Qult Bearing Pressure = (SumVert / B') + (LP width * gamma) Calculated Factors of Safety for Bearing StoneTerra, Inc e =0.614 ft Qult =5695 psf sigma = 1077.68 psf Quit/sigma =5.28 Page 7 r 1 November 28, 2012 Santiago Ramirez 13702 44 Ave S Tukwila, WA 98168 i • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Correction Letter #1 Development Permit Application Number D12 -357 Ramirez Retaining Wall —13702 44 Av S Dear Mr. Ramirez, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. At this time the Fire and Planning Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Public Works Deparment: Dave McPherson at 206 431 -2448 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431-3670. Sincerely, J nnn : Ma hall P t ec ician File No. DI2 -3 W :IPer,nit CenterlCorrection Letteis12012\D12 -357 Correction Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665 • aealdong avasoon + evaew ern Project Name: Permit #: Plan Review: Ramirez Retaining Wall D12-357 Allen Joharmessen, Plans Examiner rik � t �xv#Tsv� chs a:rv�xrkaA;1:7�� �h ukw�l* wilding Dwis�on' 1enlJohannessen, lantExam.nerj` izraP'i",s;`cz.'! rris4 3?!S?�r•:£'3:s:�4� T� The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Clearly show on the plan with dimensions where exactly the wall shall be installed on the site. 2. Since this is an engineered design the engineer shall also wet stamp and sign the site plan with the details for the retaining wall. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. • 1 CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www. tukwilawa. qov Development Guidelines and Design and Construction Standards PROJECT: Ramirez Retaining Wall 13702 44th Ave. South 1st Review Comments PERMIT NO: D12 -357 PLAN REVIEWER: Contact David McPherson at (206) 431 -2448 or david .mcphersonRtukwilawa.gov, if you have any questions /comments regarding the following comments. 1. Show and label on plan sheet the proposed Ecology Block Wall. 2. Verify if retaining wall construction will include a footing drainage pipe. IE 1 CO PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -357 DATE: 12- 1.9 -12 PROJECT NAME: RAMIREZ RETAINING WALL SITE ADDRESS: 13702 44 AV S Original Plan Submittal Response to Incomplete Letter # _ X Response to Correction Letter # 1 Revision # After Permit Issued EPARTMENTS: ul din Ivlslon W-13 Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -20 -12 Complete Incomplete Not Applicable ❑ Comments: 'Permit Center•Use Only.:: INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 01 -17 -13 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only - CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • PLAWR�EVIE • r NG SLIP ACTIVITY NUMBER: D12 -357 DATE: 11 -05 -12 PROJECT NAME: RAMIREZ RETAINING WALL SITE ADDRESS: 13702 44 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued EP THE ITSi 1414, udl Div sir n �ufillc or s N/4 Fire Prevention ik Structural Planning Division Permit Coordinator i❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -06 -12 Complete Incomplete n Not Applicable Comments: Permit Centerise Only : INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ly3 Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12 -04 -12 Approved Approved with Conditions n Not Approved (attach comments) >r Notation: REVIEWER'S INITIALS: DATE: Permit Center. Use'On'ly CORRECTION LETTER MAILED: Departments issued corrections: Bldg ►! Fire ❑ Ping ❑ PW\fp Staff Initials: ‘.c Documents/routing slip.doc 2 -28 -02 • City of Tukwila 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. Date: 1.2- Plan Check/Permit Number: D12-357 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Ramirez Retaining Wall Project Address: 13702 44 Av S Contact Person: .y97Vr /c7 /0122-7/;2-Z 7 O Phone Number: Summary of Revision: � I ^'i moo()' S'3S� 5 gE - 3 9 t 3 0C''.1 8 2012 PERMIT Cer'r . Sheet Number(s): "Cloud" or highlight all areas of revision including date of rev ion Received at the City of Tukwila Permit Centeer` by: Entered in Permits Plus on l C —1 (2_ C: \Users \jennifer -m \Desktop \Revision Submittal Form.doc Revised: May 2011 iogrol W- 04e of/-- /eImWJ WR 4Kosg 0&, • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -367o FAX (206) 431 -3665 E -mail: tukplanCa ci.tukwila.wa.us • Permit Center /Building Division 206 431 -3670 Public Works Department 206 433-0179 Planning Division 206 431 -3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING [please rint 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 requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number / Z-, 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. a )2 i /)-C >, states as follows: PERMIT NO: 1) 12 - 9 cl 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 wor 70'Y Owner /O er's A_R' Signed Ind sworn to before me this day of��it ,20. r1 ,� Ci< NOTARY PUBLIC in and for the State of Washington Residing at Name as commissioned: 6' My commission expires: , Coun 18.27.090 Exemptions. The region provisions of this chapter do not apply toll) 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.7o 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 t9/ any person who performs the activities of a contractor -on his or her own property for the purpose of selling, •r' demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW,that.em�p oys a certified journeyman electrician, a cecti f edfesid'entia`1 =specialty electrician, or an electricayfraitleeimt'gtingAvf requirements of chapter/9.1tRCAT t& ffdrmnpFgmbing work that is incidentally, direZtl, a% immediately appropriate to the like- m- kigreplacement o� household appliance or other small hou ehold utilization _ qui ent that requires limited electcicpoweriat d;liinitefid4a to and /or water connection's. An 'electrical,traineetmust be supervised by a certified erecttie n*while" ierform' ing plumbing work. �" '19,3 .0 �' ' .0A. • Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. . . rcsounataftorie:.,B.i7.7 ecoo.effivatC.C.181.-evds14...901.LCfm!.v44; x s is314 1 ..r. maky l• • i i I. 1 ; .: s , ( So. 137th St. .. s ; i. I (Volley St.) N 81132,30" W t 1 . I! ., f? -4 ma...L.-. So. 136th .St. n (Tack In lead In old cone. a •'' 0.5' dvm/8-14-61) m;-.. • .. N..81112.33. W 3224.041 (men) . -400.00' P7ot \-/'''N • ............."- ........ r4 .........-......r . e - I i * 4 Found S.E. oar. of C.C. Loyd, ; 17040' imams \ ' RR Ti A \ s g • agsse 1, 1‘ 44t. 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In cone\ vi• i '1.- s/punith In oone.\divn.r-14-91 N874.291.y63108'kneis) j'''''';--7 .114% 8-44-91 1,, • 2 Land Surveyor's Certificate+ This Boundary Line Adjustmerrt/Lot Consolidation correctly represents a scurvy made by me or under directft In conformance with the requIrentrItv--.,•r:.1.,.., ' .;7?*.9s : • • • of appropriate S 4 2. !... ; So, 144th St e4...c17 t• . • ---- DA u...., 4•:,. •, ; .. . 1.:; . . ••: / c - Certificate No.i___g_46041 .. "k.k...:::::•-...-.: -...... : - ... ,. ,..z...,... ,, ... • ... EXP,”.C.-ef......vg+ ':..e72.1.n3. R4 V propaNNI • ..%*A4.4) AsiOrn Scale* i• 50? Pa9e41.4. 71zfel7 • . . • r- ^ •••••-- • ••-• •••••••.=• • •,* • - 11-401*414o-4..0.-er.7 1144 -ifrzwK.4. V aA).-- / •••••••••• ..........- • " • Mr7-aerl:!--260*-X-077-7 r .,...... :72COLO 3' (r101-e: 9feint7ec e I7°'! be net be. needed -07/ Wel out ufrick7e) Ft/ it fee cer,crceNcee ,ZIK25011 Pt& fro° ALL 0 WNFR ■••■■••■•■•••••■•••••■■•••••■••••• OW* • 1:1-11 vg10.-j • pftoca5tcoeirele oil bewc/7 2xJ-54 • Peat -1395 W. /1-1\17-1 A- E 0 RA_MIRE.Z_ rree-- died pips 444* Ertl leveling red 13 fl/'.9197/otk frects-t- cemcy‘eate r° CelMer. PLANNING APPROVED No changes.can be made.to these plans without approval from the Planning Division of DCD Approved By: C 1--vw3o ate: 1\-)---7-- 1 i. iMet C..; . . / /' f.."., .:. • . ! ;el:: elikift...."41:::17.112eft.$1,1...ots 1, 2. and SARI forton Maoadort Road Plat • recorded in Volume 15 of i t pi oto:i )1,41.#113,'T... rikeord of tiny County, Washington. at...,,sa,,a 10 foot "aiorsont for *slating 5:or.':io.fdrii noitgoipfi,po • ita:tudints„proui Glen f we ma i nt *nano* *Ad I, ;goal 4. (4.,Satlit 1 ciestkr /bed pi/ 5'4113 owes 41:441irt:;f:raVoillq4n:W:‘:::14::: :: VilledPt:tt 1r:corded ta vounui-illi J Plats4 pitiolliti records • of King County, wtn.:hNl:gr::::sle't.lirdrlo.i/tteLt"igditpefralr':;113:anoWill.... 4 l'72+ •)1 tf2.40t of Er from i it t.95 foot i thenof S .44,66,41.8" 11....1941 r 1 t hone* $ 1761221" 5 34,84 to AN*: sot'utit VW* o't OKA Lot 31 thence t1 69.32'21' W 10.36 fiot34 ttiiiiiNcikiN rittiie244 W 31.74; thence to 14418V341, W.18.53 foottitaioulo 14.271111•01),0-W-4.11.27 fAot . to 0.44,44orth 1i no of *Ai d 144 11-14,onfte P tip $t• iv soloto f oteti altvif,”, said North .1ilo,4o tit, !toilet st413.21..,ini) in. 1 . ..,... ,. ,:::. , --4.- .4.,- # ..... .. ...t......„....1.... -,--- irAv-ti LA: gig,* Ple■ r .1•11 tch lOsit SOO' 152 44 J-fr TUKW( VV, 1 COPY Permit Fio. s, 'ci"t 6.) q 4. g 5 3 5--* SEPARATE PERMIT REQUIRED FOR: @Mechanical &Electrical eAfimbing 1.111Mas Piping City of Tukwila BUILDiNG DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tui-txilla Building Division. 1 , I 7 :Ttond will require a new plan submittal rr,c..nclude additional an revi --ufew approval is.subOct to errors and omiss!ons. 1.: - i'lr!cristruction documents does not authc:73 t: .4 C! cry adopted code or ordinance. Rcft L.,:iAo4eo Held Copy and contitions is ackrovisdg-.4: By Oats: • • 1 ba.-357 s. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 0 2 ni City of Tukwila BUILDING DIVISION RECEIVED NOV 0 6 201Z TUINVILA PUBLIC WORKS RECEIVED CITY OF TUKWILA, NOV 05 2012 • PERMIT CEIN-1 f-: 41.. •_"?$.6.\/-/ $oak) Dawn' 4ib . shod .. • 01 Shasta