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Permit D03-297 - PENOR RESIDENCE - NEW HOUSE
PENOR RESIDENCE 13351 56T" AVENUE SOUTH D03 -297 Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2172000150 Address: 13351 56 AV S TUKW Suite No: PENOR RESIDENCE 13351 56 AV S, TUKWILA WA RALPH L +RITA L HATTON 3935 S 113 ST, SEATTLE WA CHARLIE P. PENOR JR 1125 30 AV S, SEATTLE, WA Contractor: Name: REALITY HOMES INC Address: 1208 ALEXANDER AV E, FIFE WA Contractor License No: REALIHI984CN Value of Construction: $ $217,596.00 Type of Fire Protection: SPRINKLERS Type of Construction: VN Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y N Y N Y N N Y N Y N DEVELOPMENT PERMIT DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2255 SF SINGLE FAMILY RESIDENCE WITH A 380 SF ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: 1" water meter with backflow protection, roof downspouts by splash block, DOH approved septic system, flood elevation certification. The right -of -way work approved under permit #D03 -387. 77 CY of cut will be dispersed over the site, outside of the flood plain. Building Department approved footing drain infiltration. Private: Profit: N D03 -297 Permit Number: Issue Date: Permit Expires On: Phone: Phone: 206 817 -2049 Phone: 253 926 -6330 Expiration Date: 02/15/2006 D03 -297 03/26/2004 09/22/2004 Fees Collected: $8,661.64 Uniform Building Code Edition: 1997 Occupancy per UBC: 7 Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 77 c.y. Fill 77 c.y. Start Time: End Time: Public: Non - Profit: N Printed: 03 -26 -2004 doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Water Main Extension: N Private: Public: Water Meter: Y ** Continued Next Page ** D03 -297 Printed: 03 -26 -2004 Print Name: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Q�eC • I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give a thority to violate or cancel the provisions of any other state or local laws regulating construction the /, performance o work. m authorized to sign and obtain this development permit. Signature: i&�%l /(/� Date: JI 2 0/ 0 C GS ii& P F - Date: "?4 Oy 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. D03 -297 Printed: 03 -26 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 WATER METER INFORMATION Parcel No.: 2172000150 Permit Number: D03-297 ,E- w Address: 1335156 AV S TUKW Issue Date: 03/26/2004 re S No: Permit Expires On: 09/22/2004 J v 00 CO0 u) iii J H U) u_ w LLa co D I ,_ w zI METER #1 METER #2 METER #3 w O ai VO Water Meter Size: 1 0 0 0 1- Quantity: 1 0 0 = 0 Water Meter Type: PERM 1 o Work Order Number: 5204a04 v co = l _ Connection Charge: Y $100.00 $0.00 $0.00 0 F" Installation: Y $950.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: $1,100.00 $0.00 $0.00 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2255 SF SINGLE FAMILY RESIDENCE WITH A 380 SF ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: 1" water meter with backflow protection, roof downspouts by splash block, DOH approved septic system, flood elevation certification. The right -of -way work approved under permit #D03 -387. 77 CY of cut will be dispersed over the site, outside of the flood plain. Building Department approved footing drain infiltration. Cascade Water Alliance (RCFC): Y $4,200.00 $0.00 $0.00 TOTAL WATER FEES: $5,300.00 doc: Miscperm D03 -297 Printed: 03 -26 -2004 z s• doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2172000150 Address: 13351 56 AV S TUKW Suite No: Tenant: PENOR RESIDENCE PERMIT CONDITIONS Permit Number: D03-297 Status: ISSUED Applied Date: 09/25/2003 Issue Date: 03/26/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9: Subgrade preparation including drainage, excavation, compaction, and fill requirement shall conform strictly with recommendations given in the soils report. 10: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 11: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13: 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. 14: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 15: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 16: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. D03 -297 Printed: 03 -26 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 303.1.3.). 17: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 19: Perform all Public Works activities per approved plans and specifications. The Permittee shall maintain a set of approved plans, specifications, and associated permits on the job site. Permittee shall apply for a revision for proposed work that is not according to approved plans and specifications, and permit conditions. Permittee shall repair and pay all costs associated with repair of damage to City infrastructure. FLOOD CONTROL Before final Public Works inspection, Permittee shall submit a completed elevation certificate to the Utility, UNDERGROUND UTILITIES The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 20: Any material spilled onto any street shall be cleaned up immediately. 21: Driveways shall be paved for a minimum distance of 20' from the edge of the existing road pavement. 22: The water meter box shall be located within City right -of -way at the property line. The water meter include a reduced pressure principle assembly (RPPA) with anchored freeze protection. 23: ** *FIRE DEPARTMENT CONDITIONS * ** 24: * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 - NFPA 13 25: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 26: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1901) 27: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 28: In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrants exceeds 250 feet. 29: * ** BUILDING CONSTRUCTION * ** - (UFC, UBC) 30: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 31: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. doc: Conditions D03 -297 rnn.vYnaN9 Printed: 03 -26 -2004 • doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 32: These plans were reviewed by Marshal 51. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating construction or the performance of work. Signature: / Date: . (.?il Print Name: C F-1-1 L P (Ctuo J72 003 -297 Printed: 03 -26 -2004 Contact Person: E-Mail Address: Contact Person: E-Mail Address: Upplications■perrnit application (3.2003) 3/2003 CITY OF TUKWILA„ Community Developmen Jpartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 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 Address:( - 3 3 51 15-6071.-: 4't Tenant Name: Gt-f-Aizifi Property Owners Name:CR4W), U L kft=:, - t? 0 ve— Mailing Address: (19-5 At 6-ect City Name: ? 0 a- r Mailing Address: tic25 1 )(7= IL? E-Mail Address: C.-- °I/2-6 Company Name: ' P--M Uri - I S SO C./ Page 1 King Co Assessor's Tax No.: P g 000 j SO Suite Number: Day Telephone: -etrtt City Fax Number: Floor: New Tenant: FL.. Yes tiON 921 LI L I Zip State - %( - -(2Lf 9 State Zip Mailing Address: (" A L.,Dext- Ave— i.Et Ms GI 8(01-( State Zip State State Ej ..No orsio.t] City Contact Person: J (r-4 U t.0 LI. 67 pf Day Telephone: g:Ple , - 9 (,9 - E-Mail Address: ,.(t-A . 1AcCiAt,L00.00 ■t m A t V i lAcht,tv,,„1 e . e . 0,,, Fax Number: 255' (/11.0 Contractor Registration Number: i2- A Li t4 t ° ON C.N. Expiration Date: 0 151 **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance** - .All plans iniut be wet sta!nPed b ArchitectofRecor Company Name: Mailing Address: Zip City Day Telephone: Fax Number: . , ENGINEER OF RECORD:4 . • .. . , • . • •• ‘1,.. '1, • „ • . • . e Company Name: Mailing Address: Zip City Day Telephone: Fax Number: relleVe N., Vit ot:fr `° 1. IliDING I! T ;I1V ORiATI41 '' d 43V367 �t.#:,Ne c ��? :� . -..a {� .l• ;i' �' a: ti •; t,. �r� ♦ x �S r: ." ti4`� /.: _.. �. v. ,'S . .,l t��1.,ic�:t'; t1 ?.}�1�i', .�;J:..w.. .'��:: �5 :.n l:Y �Z<r'�'� Valuation of Project (contractor's bid price): $ (' 2 ' 4 0-0 ,Scope of Work (please provide detailed information): C Oft ",if C 7 (' AV Fttivi;'ti Cls Existing Building Valuation: $ "6- Will there be new rack storage? ..Yes p.. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below at. F i .: f0 Floor .:Floors :Basement: Accessory Structure! .Attached Garage; :. Detached Gara Attached :Carport: • Detached.:Carpo Covered Deck Uncovered Deck Remodel Addition to Existing Structure ,a? S , ; ,,,. Type of Consfruction per UBC Fr luu -.Q • ::.Type;of. ; Occupancy per:: UBG el,.„,(-,‘ o5Cce ..4 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 for 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 indicating quantities and Material Safety Data Sheets. Sapplicationslpennit application (3.2003) 3/2003 Page 2 f a PERMI�';.IIYF : 2Q6= 433 =01.7 * �. �, . �., ..,. r �,. r.: , }�'.'. ',,�� %' �,ka ^,=r <t�' �� r..':. l• "i5 ' 4fr `...�.7!' ..r Scope of Work (please provide detailed information): C,OVVA rvL V ctleV5Q F — Ct- kl (2,p t c(A/14 Please refer.to Public Works Bulletin;` #ll;for tees and estimatC sheet W ter District Tukwila' 0... Water District #125 ❑ .. Highline ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... ValVue ❑ .. Renton ❑ ...Seattle ❑ ..Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided Septic System - For onsite septic system, provide 2 copies of a current septic design approval 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) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) 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 - - way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill lapplicationalpermit application (3.2003) 3/2003 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..: I ...Temporary Water Meter Size.. Water Only Meter Size ...Sewer Main Extension Public _ ❑ ...Water Main Extension Public _ f/ 1I 11 a. 0. a. 0. Call before you Dig: 1- 800 - 424 -5555 . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line /f WO# WO# WO# Private Private Page 3 ❑ ...Renton ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: C A (LIAO , ,n QE t dg- pt Mailing Address: 1 5 1.� 4 e 5 Water Meter Refund/Billing: Name: 04'A R--LI E P -fn - Mailing Address: \ -7 7 % c C 5 Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Telephone: 90(9 — ' 11 �� C � Day a 11 wrk BI L4 City State Zip Day Telephone: City 7-d(o - s(1 - 9-o1/4t i INFO 9111, State Zip Unit Type ; ; ;- Qty Unit Type: ` Qty Unit Unit Type: Qty Boiler /Corn ressor:. � P t Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind utEC IM■11 Al MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: **An original or notarized copy of current Washington State Contractor Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Indicate type of mechanical being installed and the quantity below: Signature: Print Name: Mailing Address: ( `5 3 I ' e tapplications■permit application (3 -2003) 312003 Clkf,fL Lt ? p t✓ 1JO•t, Page 4 City Day Telephone: Fax Number: Expiration Date: City Date: State c (d , -1/0" 1 „) (d , -1/0" 1 „) Zip License must be presented at the time of permit issuance ** Use: Residential: New ...* Replacement .... Commercial: New .... Replacement .... Fuel Type: Electric '[i') Gas ....0 Other: T APPLICATION 'NOT 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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. 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 OWNS AUTHOR ED A NT: JC 1u / C' Day Telephone: 0(t) ` $t State Zip Date Application Accepted: 9 I Date Application Expires: 1 Staff Initials: S'74S, Projpit: � °(�y-a�C} 02 Type of Inspe \7 s: iI A v e ) Ad res /, � Date Called: j, 1212/e4 Spec al Instructions: itikot (si pj/1 r 055/b/ Date Wanted: / 1117 Ire Requester: a/ Phone No: 53 9t6- f/ 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 Approved per applicable codes. COMMENTS: P/ El Corrections required prior to approval. Date: /,� 30 / Ej $47.10 REINSPECTIO . FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 Project: Type of Ins ectio : Address: Date Called: � I Special Instructions: Date Wanted: ti/ ,; m Requester Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER" n (206)431 -3670 COMMENTS: /1 f Approved pier applicable codes. 0 Corrections required prior to approval. Y ri $47.00 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Type / of ' IIn ion: .h .ht Addr s� s: Date Called: V ) l Special Instructions: Date Wanted ../ / ..X.----- ? Requester. Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. 1 • r CITY OF TUKWILA BUILDING DIVISfOis 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 COMMENTS: Dater 2 .� Approved per applicable codes. El Corrections required prior to approval. El $47.00 REINSPECI'ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: ii ii0 Type of Ins oop: -..._._ Address: Date Called: Special Instructions: Date Wanted: (/ /�f p.m. Requester: / Phone No: rT7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISI 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: ERMIT, (206)431 -3670 COMMENTS: Approved per applicable codes. El Corrections required prior to approval. El $47.b0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: COMMENTS: / , L �+ 1), VO / � l - Gum, 4. .S N �� Type of Inspectio / 11 Mn _ . . / Q- naed ( ._` ` 4. t .re A1 r ♦ '.,J IP Date Called: I ! -3 TOO 4r ._ 4f ^.r.�a.r -- 1 , ( 1' 1O r � / - 2 6_,/.• g /it i c '/" inf.? irt-', /t �P� .a,�., d ..+ ben 5 9 cSTvI J1 -44 v e e, .G /2/ 1 .1. , fa) 1.- ( fi e 444 e ;."?..„ ,,)--, .d .r7/7 - r/1-iI.t, . V /22 v / /lr Pr ject: e � Mara(. Type of Inspectio / A dress: 5(Q q , S - Date Called: I ! -3 TOO .-3151 Specia nsrructions: Date Wanted: � � N "O) a.m p.m. Requeste�4 ( t ee,f if Phone Nc: r( e-4 ZP a ` INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. ‘) TC2 1 .16 ! PER jj O I (206)431 -3670 Corrections required prior to approval. V Date El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee mus be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection:, /� Lt1 [ <1 �^l� Address: /";357 3Z m/C S . Date Called: Ii /2- 4 Y / //z v /cy 114 D ate Wanted: 1(7 /oY a.m. p.m. I J,we•-t ') Phone No: z5 ' ' � 1 f /2-6 / 1 /rni V /2pc a:. /u - /gv4 »ki C iT . I1 ( d 1l 1 Vd ' � dsc.c..,, J 64), 5 . iitzyht Watt ,./ g IA /Z l O,t‘i I) Cl / 11 cM cvu S 5 c fe-t-v, / rl2Yr6 i ci,t ---e ms /c /Z y/ ) q - ( -4-4.J f cu-A-.. Project: Pep UY R 4/c ere Type of Inspection:, /� Lt1 [ <1 �^l� Address: /";357 3Z m/C S . Date Called: Ii /2- 4 Y Special Instructions: D ate Wanted: 1(7 /oY a.m. p.m. Requester: ') Phone No: z5 ' ' � 1 f /2-6 / L03 -297 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 Approved per applicable codes. Corrections required prior to approval. Inspector: V Date: ll / zy�ay E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: ss�tw 1 /�iIf� r Type of Ins ec1t'on: • t Gam/ �! Address. 7 0_35 j 5t h - - c Date Called: Specia I nstructions: Date Wanted: G / / —L�G2 f (.4 Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: Approved per applicable codes. Corrections required prior to approval. El $47.00 REINSPECTION •rE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr rct: Type of Ins ection: Address: S 51 N4 / Date Iled Spediarinstructions: Date Wante 2/0 0 q a. Requeste • .f P eN ;. ( ' ( --491 1 Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit l i , 3 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 orrections required prior to approval. Date: $ SPECTION EE REQUIRED. Prior to inspection, fee must be paid'. • 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ro j 1-th;I d ef[CR Tyne of I tion: t sp tom. � T i [�� c d Ad es ko.5 Date Called: q/1 17 a.m. Special Instructions: Date Wanted: (Di 2 0/o c t Requester: t Pho No' INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 40 PER A o 20.)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: El $47. EINSPECTION I E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • nit"'1f1:At:9�4:ti4�• �r.�SF.+�.�.'�!:i �,:� .:�C:h::•, +��.«11`Fr'.. �.k r•,..�..- ..11Lii'i COMMENTS: Type o nsp ction: f t\ i re �14 Sv ot`i //4.-k 1 \)r,„\-et-V • t l CP 1 A9 o [mob h - e v1-1 i(s b I 5/ Aa r rvo ��� tv, i � 2 -) A+11 �Io `te I ctvrivitY\ ri IrYCC 1 Requester: tC <'a v\ e1 W\P AI CA T vO v1 4 Project. -P or) r L 5 Type o nsp ction: f t\ i re �14 Sv ot`i //4.-k Ad�lrgss- c b I 5/ Aa Date Called: Li j �+ °L t f Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: l 2. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ID Corrections required prior to approval. Inspect: Date: 1 I (0 0 Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: 1 1 a v‘st. A ci 1 G oox.vt_ S � f' H/ j ctoo,r LoS - 1(A,r$ ki4vo0 1:i / 2) F Iro IA e „,,,4 y. ci vJ re4 r Ct0 u 1 0 1.0 :_ A 0 M V\0 -9 4 cad 41 -VI wl s e s.) Fi r t ,5 ,r,1) hotf i v, 4 boar art v \C S4-P r Ci+LA l 1 1 rrA Date Called: f , o `..'7 ( j v IL r) - IA)q U )06a VA \'' CS Ck6).t -e G r fht 5 - To (61 / I ...t-r1,r ,‘ vv, �- rv‘ )E 9 Cn v-P ', v ijc34-e t. \ o p \U v .ev" 1 I h STh (l r d \). - rec pi ‘ ►r i d (LIP Pr tt: C 1 Type of Inspe tion: a_ 1( / 4 o, .fie Ad�r s t � ct � c, Date Called: f , o `..'7 ( j Special Instruc C Date Wanted:? 610)441j() (LIP Requester ` Ph ne No: ( \ — Oi l u Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P PE (206)431 -3670 Corrections required prior to approval. , Inspector Date: (1 O2 ) ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proj t �� Azr(104(-e Type f Inspection: fri i lIA- Add; e��� � � � Date Called: 2 Special Instructions: J ��;s� Date Wanted: ( ov a. 8- Requester: 4 _E2A-C-C, Pjf tlt o .A x f7r. 0I '�..�,i;'•;i�;:6;,iti<i;�:+a . i; r. .r- „R,;.'`,:.;,:�.,.0 „+:atsa«if wr; 7 . INSPECTION NO. Approved per applicable codes. • INSPECTION RECORD Retain a copy with permit PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2.6)4 -3670 Ei Corrections required prior to approval. COM ENTS: 0.” Ei $4 I s REINSPECTION E REQUIRED. Prior to inspection, fee m st be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: ›/.....) &tr e e:e >n / r ' s5 5 �-• ( // / �° 3 ' ) L t1 /, yrr) t_ (..., 4 Sew. f,f ? (ce i ,,,e--4 ,,I /. r h ,,.. , ..e.__ 01-- 5 . A/$�4 © /-� ,2 1 e•,1 / 1--- ••'7ra A-7 �. e -./ tr— # 11-0= 7 re„." 2 1- 7') //9(<._ -- h - y) e ,1-, /fie i 1 s , (� 4 ,6 ;- P:7 , ,. (,,,,/ ) 4 44-1 ,b6/ / t i XTL ,,C� ? / i-7 l J t I / .F / //'9l iN nh / L.,' /no/A 4, .0/71 \3 , Project: / � Type of Inspection: /-(;?" f Addre s: > 3 A -5 4 , Date Called: Special linst c on : Date Wanted: C `- ( a.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECT ON NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Inspector: Corrections required prior to approval. Date El $47.00 REINSPECTION4EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • 71h.aia Xli��i (�i7i.A}�f }KC'�,eA %�'.:JWKu k+.4G�+rrb{'tiCLL {.t J:r Project rive. . ` Type of Inspection: to AD, Ad dr s: �. c. Date._ 11� .� t -� Sp e �� 1 ar trGctions: Date Wanted �n m, `^C (7. �p.m Requester: �Vp1��I //j�■ /(((1 mvP Pho a Nd. (� � / 0 (X 9 — SQYI INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ` Corrections required prior to approval. COMMENTS: Approved per applicable codes. D $47.00 REINSPECTIOVFEE REQUIRED. Prior to inspection, fee mJst be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P ect: Ty y of Ins ection A ress: ' ^ n A' LY f-t" v Date Called: ■ a b �.--. - Specialstructions. Date Wan / a.m. Requ 27: C � (� -e, n �� � I �� P(- ce04) 1 INSP ION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 CO ENTS: Approved per applicable codes. Corrections required prior to approval. ./1 1r/l.1 ' • El $47.s INSPECT! • FEE REQU Prior to inspection, fee mus be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: WRY j Prd Type of Inspection: Add r 5 1 it 'v S D to Called: 642 i7 Speaa Instructions: ' J Date Wanted: t Cr,r) Requester: Phrg o6<, -- 40)&0 / INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 9.5r4 cr- as47 e ipt No.: Date: c /' °'! $' .00 REINSPECTION)FEE REQU1R D. Prior to inspection, fee must be p id at 6300 Southcen er Blvd., Suite 100. Call to schedule reinspection. Date: .+: fti9uuue. 4 . 5«. s•%+ iiit.. ira ,��;u „ir�ti+.;.. %�.'i'.,, .. .a':::t'. Project', 7 — 71/0/ / ( / Type of Inspection: 7 . ,... ' Address: / $ 5-1:,/71.5 Date Called• _•,,,y/ Special Iiistruct ons: • • . . (4: 5 Date Wanted: 6 -7 -- 07 . p.m Requester: ._ Plibn OD: )/3-. , INS N NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Approved per applicable codes. PERM (206)431-3670 COMMENTS: /41Z077 1149,1A "4.. "4 El Corrections required prior to approval. Inspecio LI $47.00 REINSPECTI N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 South enter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: i 1' ow per ewed 161,1 Ad ress: _ 13_35 ( S 4 - Date Called: • 62 / / o ff Specia Instructions: Date Wanted: ti Jot! • Requester: t k r\c, ,np C 'V t rr. \f' core c h k.t l- -Or-, 4 41„ r~r4 V-el �C.Pr IV\C P C Ads, l ` -kr) \, f'P rk c. • .. Projt: Type of Inspr, Ad ress: _ 13_35 ( S 4 - Date Called: • 62 / / o ff Specia Instructions: Date Wanted: Jot! • Requester: r l NN o: Phone fj INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. E1 Corrections required prior to approval. Inspecto Date: I . L) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: s,.) 4 /Z1 a y D, 5 ! t G G & i-a4 t- moisi,. di( < f "4.6)v. Ara ( C!! -L-4. -i ! u +e /S ci I,.,Q., (4 sat -�7re or , / »t, ,. ( 4( ( J Srku,„ 0 if d L-F h l S t..,4,, r /'t'es„. Requester \/.,) J Phone No: - - 1 1 2\ 7 63 S _ Project: 1,1., ,..0-1 Type of Inspection: s,.) Address: / .1 2 - 5 . 5 ... Sig it/ 6i`e\ Date Called: 6// k Y Special Instructions: �-- 1 -t4-U Date Wanted: ' 6/ /3� a.m. p.m. Requester \/.,) J Phone No: - - 1 1 2\ 7 63 S _ INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: / I 2 / /d y E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr 'ect: P Aii<2.6 Type of Inspection: (r A 4 1 � . 405 D t� Called` 5 J ( /7 Special Instr Lions: Date Wanted: 5//gioq m,` Requester: 5 Phe 3 I !1 — 5 gcl Approved per applicable codes. ector: INSPECTION RECORD Retain a copy with permit aid at 6300 Southcenter Blvd., Suite 100. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20.)431 -3670 COMMENTS: El Corrections required prior to approval. Date: 1( of 7.00 REINSPECTION F E REQUIRED. Prigf to inspection, fee must be all to schedule reinspection. Receipt No.: Date: 0 COMMENTS: Ty• . if Inspectio): I - .II► witallif _.,t_., r Ad • ress: '3 f'V� nPP►rS w ■pPc I -P *�:r Re uester: q -4e- Phone No: ' — Al 7 -D D', 9 k17- 11L4eVs Pv S\f ∎htt �rl S U \' e ■((WS .� s v 1 + V 0 vw-\ I S-P-h S V ok hr\ ( CTA cjv 4) 1 r r S 1 P SS rP ot r 0142 ( k Pro' ..c : . i r 41.44 • / ,_ i e i Ty• . if Inspectio): I - .II► witallif _.,t_., r Ad • ress: Da e Called: f Special Instructions: Date Wanted: �fn� C --, j 11 Re uester: q -4e- Phone No: ' — Al 7 -D D', 9 INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 N Approved per applicable codes. EJ Corrections required prior to approval. Inspector` \)'" 1 rypi. ollo vrrn,1F«Cror.1al.pAINlgeMa101is Dace: _ 11_02_1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type � o '1 f Ins peecti �1 f J {. .)v►Y\ r • - t i I r1 yl p 4 � l / rte i IMF 'r vv, L, vv. \ CJ I -#r?rt) l)( tS-4u✓ (i 9 rQvvlcl SUrsefec c I) - `4 3 I T- c- ,c 7 'I a ( ` V ✓ Q t ) V ( ( b.11 tc t r•■(' 0 V,4 V\ dJ' ''(I1 l,Rr('r( v1 . (I c,0 Phone No: )- S 3 I a 91 Proj Vp %!I Type � o '1 f Ins peecti �1 f Add Date Called: l! i , 0 Pq Spedaflnstructions. Date Wanted. m. Requester: ! °GEC 1 Phone No: )- S 3 I a 91 INSPECTION NO. Li Approved per applicable codes. INSPECTION RECORD. J1 3 ;_ a Retain a copy with permit IJ PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -3670 VI Corrections required prior to approval. Inspector: Date: - 7 - oz -) LI S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: `a. Project: ,1O , Type of Inspec/ Address: '3 $7 51014 j t J S 1rU• r Date Called: Special Instructions: Date Wanted: oval a.m. p.m. Requester: Phone No: :3 r1 Gdd:dvi k sila , El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 1)03- L ?7 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approval. COMMENTS: CV 90 ,Q .1)4irT. I✓uN Inspector: 610 c *1 iesZ Date: i-f /i 5 in c-7 D $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project Name' PC :Address Ciiy of Tukwila Fire Department i ce✓' TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM s 3 S/ C6 = am. current. inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM Rev. 2/19/98 Steven M. Mullet, Mayor Thomas P Keefe, Fire Chief Permit No. 0 ` c Suite # ///z.3/7V Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 Parcel No.: Address: Suite No: Applicant: Receipt No.: R03 -01170 Initials: SKS User ID: 1165 Payee: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2172000150 CHARLIE P. PENOR JR CHARLIE P. PENOR, JR TRANSACTION LIST: Type Method Payment Check 3089 PLAN CHECK - RES PW BASE APPLICATION FEE PW LAND ALT PLAN REVIEW PW PLAN REVIEW Description RECEIPT Account Code 000/345.830 000/322.100 000/345.830 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,469.96 Current Pmts 1,075.46 250.00 23.50 121.00 Total: 1,469.96 D03 -297 PENDING 09/25/2003 1,469.96 3042 09/25 9716 TOTAL 1469.96 09/25/2003 09:03 AM $1,817.05 Printed: 09 -25 -2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: R04 -00364 SKS 1165 TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2172000150 13351 56 AV S TUKW PENOR RESIDENCE BECU - TRAVELERS EXPRESS BUILDING - RES CASCADE WATER ALLIANCE PLAN CHECK - WATER METER PW ADDL PLAN REVIEW PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE Description Payment Check 40329578 RECEIPT Account Code 000/322.100 401/386.550 000/345.830 000/345.830 000/342.400 000/342.400 000/345.830 000/386.904 401/379.002 401/342.400 401/386.520 401/343.405 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 7,191.68 Current Pmts 1,654.55 4,200.00 10.00 29.63 37.00 168.50 -2.50 4.50 100.00 15.00 950.00 25.00 Total: 7,191.68 D03 -297 APPROVED 09/25/2003 7,191.68 03/26/2004 08:47 AM $0.00 07/29 97.6 TOTAL 7:01.63 Printed: 03 -26 -2004. • Sfrrectin7/.5atilins Putnam Collins Scott Associates Tacoma • Seattle STRUCTURAL CALCULATIONS FOR FILE COPY PENOR irgii5INGe's are 13347 56 AVE S TUKINILA, YVASH INGTON PREPARED BY PUTNAM COLLINS SCOTT ASSOCIATES I EXPIRES: 3/8105 NOVEMBER 20, 2003 04- 013.02 i 950 Pacific Avenue, Suite 1100 Tacoma, WA 98402 -4495 • (253) 383 -2797 • (253) 383 -1557 fax 811 First Avenue, Suite 510 Seattle, WA 98104 -1457 • (206) 292-5076 • (206) 467 -7788 fax www.pcsainc.com • Incorporated 1969 C`IT1 OP IUKW11 A • DEC 0 9 2003 PERMIT CEN PRINCIPALS Daniel D. Putnam, S.E. James H. Collins, S.E. Donald R. Scott, S.E. Lanny J. Flynn, S.E. Jack J. Pinkard, S.E. Richard M. Oehmcke, S.E. Craig D. Stauffer, S.E. Brian C. Phalr, S.E. SENIOR ASSOCIATE Douglas A. Goodwin, S.E. ASSOCIATES Gareth J. Floyd, CPA Aaron A. Goodwin, CAD Bret Maddox, S.E. STRUCTURAL ENGINEERS . , r ,,....� -.. �.r , i ce. + r • i t CORRECTION LTR# Gary E. Beckner, S.E. Steve Fervour, S.E. Jim L. Harris, S.E. Chun C. Lau, S.E. Ronald E. Seehaler, S.E. 3 -Z47 ;•'rx.' Hell}:'° . ; ;�� t� i, t f;:',tr'eta. fui'dauL"k:a:a�rG }t &ti1:+Yr iso -raw. . .r" =. Putnam Collins Scott Associates Tacoma • Seattle Project: Job No.: 61 - 6 /15/..:5f ❑ Calculation _ 0 Phone Record Sheet of Name: Z ❑ Memo ❑ Meeting Minutes _ ❑ Date: Originating Office: ❑ Tacoma ❑ Seattle W t µN } , �C� 1, v rb C c> pSF 950 Pacific Avenue, Suite 1100 Tacoma, WA 98402 -4495 • (253) 383 -2797 • (253) 383 -1557 fax = e • 206 292 -5076 • (206) 467 -7788 fax .; I, • Putnam Collins Scott Associates j .... r. 7'_ _ 4 ;E/ E '�1� '.©1.;t i Tacoma • Seattle I.ivT -. Lll'X II° n_F --. • . f C -P Project')' ll -CS6 Mt3S- 3 1 ( Sob No.: bS— ❑ Calculation ❑ Phone Record Sheet L I of Name: - S9 Originating Office: 0 Tacoma wR�cF I 65r 1:?4 LL'2.1 - ( Cc" I:-;t.:...t Z4t X 11 9 pLi' ❑ Memo ❑ Meeting Minutes ❑ Date: w i 2 ePn r l am. ' ' ( 4 t S') = i.PM' = Z1' X 1,1.$.°0 - 2 -41S 4 ❑ Seattle P- l ..q (1.3) r 66. I ? 4 14 - =Soi�' 1 J r . I`rj . F _'014 - 950 Pacific Avenue, Suite 1100 Tacoma, WA 98402 -4495 • (253) 383 -2797 • (253) 383 -1557 fax 9 -5 ' 6 • 206 • . - ? 8 fa 9(191c53 Stnettnsf.521/tinc ! s Putnam Collins Scott Associates Tacoma • Seattle X1;5 (jr �I Ca .,acCSC /\v Rczs •. Project: Job No.: Vu - 1 17,7 , 1 ❑ Calculation _ ❑ Phone Record Sheet 1. of Name: Z-" jb ❑ Memo ❑ Meeting Minutes _ ❑ Date: 9' (1Q+ ( CS Originating Office: ❑ Tacoma ❑ Seattle t N i CZc>y, . -E C f (NU I C . petv F �2�, �c 2 2 1 )(15 F) 7 7 ? '10 w .t : t. s (1.') ( &) Ci.)C ) •] LttISC ; • (0560 • • Yid = goc :> ? ti 33 e , (-1144` L P " N. .._ ?! go.' 7 I i a 2 I, 3 cc . (9, (41 9 + Z (u &' ) ) "5 tea 4 . 2 , 1111•50 \/ . Za 950 Pacific Avenue, Suite 1100 Tacoma, WA 98402 -4495 • (253) 383 -2797 •• (2C5_{3�)�3783-- 15�5flyfax •.. .,a .,.w.. ^i:;: , ' ii: , 1r +i.a• " Y. ...... '.a. • ` •'' � g r % .'.+�K�+ 7r 14RS. m•=0•IMCO3.00.0. Putnam Collins Scott Associates Originating Office: ❑ Tacoma ❑ Seattle Tacoma • Seattle 2- 6S 3 Q6 i / 6 cp r -,. Project: Job No.: 03 - 4 •/6'7,) ❑ Calculation 0 Phone Record Sheet j-• of Name: id Memo ❑ Meeting Minutes ❑ Date: 61 fig L: (;` j 1 6t. ELF 76I5 - I ,you r t 671 • .'. AdA, W/-e v L o w R . • �� ts ` t JG► 950 Pacific Avenue, Suite 1100 Tacoma, WA 98402 -4495 • (253) 383 -2797 • (253) 383 -1557 fax 206 292 -5076 • 206 467 -7788 fax S 'et e6O' ) 9cai 41/2 ti s /C ('7 + 6.5 .93.5 C.•� Sd e &Hoc.. Wall Line 1 -26 III -15 IV -11 IV -8.5 VI -1 VI -6 H= HEIGHT = 8 8 8 8 8 ft L = LENGTH = 26 15 11 5.5 6 ft L = EFFECTIVE LENGTH = 26 15 11 5.5 o- 6 ft VT0TAL = SHEAR = 3501 3501 1611 535.1 1002 it Vain = VroT,u. /LQ = 146 254 *DIV /O1 15 15 161 161 plf WALL DEAD LOAD = 10 10 ONNt. OOOO 0 .0 10 10 10 10 psf ROOF/FLOOR DEAD LOAD = 15 15 15 15 15 15 psf TRIBUTARY WIDTH = 4 4 15 15 15 15 ft Ap = 1560 100 3525 1113 2025 1350 lb Wp = 2080 1200 1360 650 120 450 lb Gp ®L= 0 0 0 0 0 0 lb Cp @R= 0 0 0 0 0 0 lb M = VTOTAL = 30456 30456 13311 6655 12024 5016 lb -ft H.D. @ LEFT: M = (Ap+1^ /2) +(Gp)•L = 41320 15150 44013 11015 12353 5410 lb -ft ARM = 25.5 14.5 16.5 5 5.5 5.5 ft H.D. = (M (2/3)•M /ARM = •4'.a 7 1516 #DIV /Ol -41O oS3 446 112 lb H.D. @ RIGHT: MR = (Ap 017) /2) +(Gp) = 41320 15150 0 44013 11015 12353 5410 lb -ft ARM = 25.5 14.5 16.5 8 5.5 5.5 ft H.D. = N (2 /3)•MR) /ARM = -43' 0 1316 tDIV /OI X1900 ...g.3 O 446 112 lb SHEAR WALL HOLPOWN5 9'1 NDS /9'7 UBG p @L H.D. 0 L L Gp @R HD. 0R H SHEAR WALL HOLDOWN CALCULATIONS ._..^ r::! �`+' rYY .''.'�.7;sS.,!•11-7:f5h:•.T, L'.^ ;��. ii v,^„fv i:Cm: ^::t:ln ?' inf'. C; SY :oi.vr� •+R7.3J'zv`:n NOTES 1) Ap is the dead load due to roof or floor framing above the wall. 2) Wp is the dead load of the wall. 3) GpoL is the point load occuring at the left end of the wall due to a dead load From above (G p @R occurs at the right end). ` y.4.0 :hit* m2,(, P— .C, _ _ __ e. �'a..,,t.^we Putnam Collins Scott Associates Originating Office: ❑ Tacoma ❑ Seattle Tacoma • Seattle Project: Job No. c3 3- LI 67.1 ❑ Calculation _ ❑ Phone Record Sheet of Name: 0' 1� ❑ Memo ❑ Meeting Minutes _ Date: 6 - -- • zk ► eC q6 /z 62- L1 -/( ' " 4-- IS. S t) •g. 2-49 /2- / : 4.cz,q pi-F- S.le a."t9 -c � 2 / � 5' � f-13�, 5 � � 3Z8 t-t= 24 2 / ? ' � a . 2 , e5 - i. 4. 4_, -3,-14, 7_1 1 32$ 04 I2 2, / '�'�'� �) t' 30,t $,,,td' 950 Pacific Avenue, Suite 1100 Tacoma, WA 98402 -4495 • (253) 383 -2797 • (253) 383 -1557 fax 2`0 v �d.. ✓ 'to ± 27°°1$/2 111°' 441 # l ' 46 ;+ L' 2 _ , 51 ; y� ! !,.' 11:;5 = 7 1 _ gyp L , �.....'.� G ? SQL. i4' i1.• ir L' . ✓' »1U:%: ?` >r'Y i.}�., " ;t tv;t'r.• Wall Line 1 -4.5 1 -15.5 IIIa -5.5 Isla -13.5 II lb-16 11 -20.5 1 -4 H= HEIGHT = 8 8 8 8 8 8 8 ft L = LENGTH = 4.5 15.5 5.5 13.5 16 20.5 4 ft L = EFFECTIVE LENGTH = 4.5 15.5 5.5 13.5 16 20.5 4 ft VroTAL = 5HEAR = 1111 4035 1811 4428 1248 1248 1041 VUNIT = VTOTAL /Le = 260 260 331 328 18 61 260 plf WALL DEAD LOAD = 10 10 10 10 10 10 10 psf ROOF/FLOOR DEAD LOAD = 15 15 15 15 15 15 15 psf TRIBUTARY WIDTH = 1 1 1 1 12 12 1 ft Ap = 61.5 232.5 82.5 202.5 2880 3610 60 lb Wp = 360 1240 440 1080 1280 1640 320 lb Cp0L= 0 0 0 0 0 0 0 lb Cp ®R= 0 0 0 0 0 0 0 lb Mar = VT0TAL•1-1 = 1310 32216 14552 35424 1180 1180 8330 lb -ft H.D. 0 LEFT: MR = (A +1^1 = 162 11412 1431 8651 33280 54633 160 lb -ft ARM = 4 15 5 16.5 15.5 20 3.5 ft H.P. = (M /ARM = 2182 1645 2111 1181 IWO 443220 2235 lb H.D. 0 RIGHT: MR = (Ap +112) +(Gp) = 162 11412 1431 8651 33280 54633 160 lb -ft ARM = 4 15 5 16.5 15.5 20 3.5 ft H.D. = (M (2/3)•M /ARM = 2182 1645 2718 1181 - 3 8 , 6 1 —2o 2235 lb SHEAR WALL HOLDOWNS NOTES Gp0L Cp @R 1) Ap is the dead load due to roof or floor framing above the wall. 2) 1 0 is the dead load of the wall. 3) Cp @L is the point load occuring at the left end of the wall due to a dead load from above (C 0 @R occurs at the right end). 1 -Q e H six 9"1 NOS/G17 USG 12 t TAP L . fi t o 2$$0 *18 S . �'� Y: ∎a1rr» a7.0ye l VTIV M. hbttiVAIM KPOPHOSLVOPN IVW*A4 t_ Wall Line IV -1.5 IV -6.5 IV -6 VII -11.5 VII -6 VIII -2.5 IX -2 H= HEIGHT = 8 8 8 8 8 8 cONN N ft L = LENGTH = 1.5 6.5 6 11.5 6 2.5 ft L = EFFECTIVE LENGTH = 1.5 6.5 5 11.5 6 2.5 ft V rarAL = SHEAR = 1520 1318 1216 3515 2022 5q5 # VuNrr = VTOT,w /Le = 203 203 203 331 331 235 312 plf WALL DEAD LOAD = 10 10 10 10 10 10 10 psf ROOF/FLOOR DEAD LOAD = 15 15 15 15 15 15 15 psf TRIBUTARY WIDTH = 1 1 1 2 2 1 4 ft Ap = 112.5 q1.5 q0 345 180 262.5 120 lb Wp = 600 520 450 q20 480 200 160 lb CpoL= 0 0 0 0 0 0 0 lb Cp6R= 0 0 0 0 0 0 0 lb MOT = VTOTA 'H = 12162 10540 8130 30=111 16113 4160 4gg2 lb -ft H.D. o LEFT: MR = (A0+40) +(C1) = 2612 2001 1110 1214 MO 518 250 lb -ft ? ARM = 1 6 5.5 11 5 2 1.15 ft H.D. _ (M (2/3)•M /ARM = 1483 1534 1552 2311 2911 2181 2146 lb H.D. o RIGHT: MR = (Ap+Wp) + (L /2) +(G1) "L = 2612 2001 1110 1214 1=150 515 280 lb -ft ARM = 1 6 5.5 11 5 2 1.15 ft H.D. = (M or- (2/3)•M /ARM = 1483 1534 1552 2311 2911 2181 2145 lb SHEAR NALL HOLDOINNS 91 NDS /9i UBG NOTES Gp H.D. o L [SHEAR WALL HOLDOWN CALCULATIONS L .w ow- CpoR H.D. o R H ok. 1) Ap is the dead load due to roof or floor framing above the wall. 2) Yip is the dead load of the wall. 3) C Is the point load occuring at the left end of the wall due to a dead load from above (C p@R occurs at the right end). e k, rn :', .cr,: »r;ir•. 6• v: Sir:. ?7r 4 . ^si -wv.. r....»...., ca r.: a.l.,.i:t?'hi::.m'3i::i."i�'.'k '446 VXP".»u:jx. 2lil' ,i'„'k?di:oki'Y. n' . . . Project: Job No.: 0 Calculation 0 Phone Record Sheet of Name: 0 Memo 0 Meeting Minutes 0 Date: Putnam Collins Scott Associates Originating Office: 0 Tacoma 0 Seattle Tacoma • Seattle 950 Pacific Ave., Suite 1100 Tacoma, WA 98402 • (253) 383-2797 • (253) 383-1557 fax 209½ First Avenue South, Suite 300 Seattle WA 98104 • (206) 292-5076 • (206) 467-7788 fax 7.! '0 I mom • rotAthrtag , . , CA; 1,.i (4,4;t.f At - 12:- CV AV," r1 nn �J t%e 12 es .4- C. ft( cL % 2. �1 4A- z t2 3 54- e Go' o .c...., 2 1... D ??.... • 1.3 .:. - - 2 -- i 11- -- 970 i i 1 , 1 -,, ■ _____ _ 1 i _ Project: Job No.: 0 Calculation 0 Phone Record Sheet of Name: 0 Memo 0 Meeting Minutes 0 Date: Putnam Collins Scott Associates Originating Office: 0 Tacoma 0 Seattle Tacoma • Seattle 950 Pacific Ave., Suite 1100 Tacoma, WA 98402 • (253) 383-2797 • (253) 383-1557 fax 209½ First Avenue South, Suite 300 Seattle WA 98104 • (206) 292-5076 • (206) 467-7788 fax 7.! '0 I mom • rotAthrtag , . , CA; 1,.i (4,4;t.f At Loaded // to grain ( * /ft) Bolt it/Bolt It/Bolt OG spacing (inches) Size Gv = Gd= 1.33 12 14 16 18 20 24 30 32 36 48 1/2" Dia 550 /32 152 621 541 488 431 366 215 2/4 244 183 5/8" Dia 110 1051 1051 101 188 100 630 525 420 314 350 263 3/4" Dia 1020 1351 1551 1163 1011 104 814 618 543 501 452 331 1/8" Dia 1110 1583 1583 1351 1181 1055 150 111 633 514 523 316 1" Dia 1360 1801 1801 1550 1351 1206 1085 104 124 618 603 452 Loaded Perp. to grain (n /ft) Bolt n/Bolt #Bolt 00 spacing (inches) Size W/ 0 Gd= 1.33 12 14 16 15 20 24 50 32 56 48 1/2" Dia 320 426 426 365 311 284 255 213 110 160 142 106 5/5" Dia 420 551 551 411 411 312 335 211 223 201 186 140 3/4" Dia 460 612 612 524 451 408 361 306 245 221 204 153 1/8" Dia 500 665 665 510 411 443 311 333 266 241 222 166 1" Dia 540 118 118 616 551 411 431 351 281 261 231 180 Anchor Bolts: (For 2x 5111 PI (Hem Fir) on concrete / masonry foundation) (Bolt Value = single shear value for t 5 "4 t = 1.5 ") Gp = 1.33 StnetiulSa Putnam Collins Scott Associates Tacoma • Seattle r t �—, =2 ai Z Project: Job No.: ❑ Calculation _ ❑ Phone Record Sheet of Name: Tt-e-- ❑ Memo Originating Office: 0 Tacoma 5 Sit -> n .C'1twSS to gc mrp. :@ 2 4 G ; iii,e p , PP -F, fpoM. 'roP sikoe 2Yc tp W t 1 ; ) , vo' 5 .... w( cou 61-G A-r 00:14-a. toad k 1'z" te,. it-T, surporl -T V .0, ❑ Meeting Minutes 4 a - ❑ Seattle C'2 5 � � V2 S Gr Ste SPA svg tApre. 2 , 950 Pacific Avenue, Suite 1100 Tacoma, WA 98402 -4495 • (253) 383 -2797 • (253) 383 -1557 fax the WA 98104 -1457. 206) 292 -5076 • (206) 467 -7788 fax Date: It —10 – 03 _ • Putnam Collins Scott Associates Originating Office: 0 Tacoma Tacoma • Seattle Y L ! ''�C?7....; � .`NSF- -t- _ 41 doh `�"!6 • ( tZa # 0 caR Ni Ft-1 , Project: Job No.: 6 3 - ( 16/.c)) 0 Calculation _ 0 Phone Record Sheet V \ of Name: 2 0 Memo 0 Meeting Minutes 0 Date: 9 1 2 2. Lts - 2.,. x(o`)F'•2. � F '1- 1 5 � 2 � ( frt - 790i( v : - 79 c ) C -s, sc) / . ?, 8c,* 0 Seattle Spy = -1 SS p5F (el)') = 1r tester 40p FC 12l 4Gdt NC. arc- 41 w (-° Z /6 4- c r ° (1) /Li 3 S 4P —R-- Vh ( 2— 96 ° 4( 7 ) 2.6 — 19c_. 4f (rR- , i ; 950 Pacific Avenue, Suite 1100 Tacoma, WA 98402 -4495 • (253) 383 -2797 • (253) 383 -1557 fax •: 1 S. • — • • • S. a. 4;1,4 ,4." Y .i:ilx�:.:tii:�wur 7 Putnam Collins Scott Associates Originating Office: ❑ Tacoma ❑ Seattle Tacoma • Seattle ..... .. - i..... i--- I I jwZ i ,1/, } i I j � 3 cs , i??aV 4 7 v . 8' oo'ct� IS, L( Project: Job No.: e3 - u 6 • 6 ❑ Calculation _ ❑ Phone Record Sheet VI' of Name: -72 5-b ❑ Memo ❑ Meeting Minutes _❑ Date: i i • !2 12 151-1 w, 5.5_ �. 'f9s P Z•� 12.5') 1 2' S t 4- _' t g '<ko - y 1,� (K, ) P e , 6,s 3 x P SCE LI■ FT—GI ' 3 X k j r TA-3 ( E k �-y 950 Pacific Avenue, Suite 1100 Tacoma, WA 98402 -4495 • (253) 383 -2797 • (253) 383 -1557 fax :::;:S:J:iL 1- • = • • - • • 206 92 -5076 • �''tiab. kn'u�..: I� w!.:'+` scl. vi+ izS; �:.. ..:�uer.Y.�•:;aJ:.d..u:u.rt.wa PCSA 950 Pacifc Ave Suite 1100 Tacoma, WA 98402 (253)383 -2797 Zach Diede l_ Rev: 560000 User: KW.060643, Ver 5.6.0, 2•Sep•2002 . (01983.2002 ENERCALC Engineering Software Description • Flr. Bm. Above Garage General Information Center Left Cantilever Right Cantilever • Section Name 5.125x18.0 Beam Width 5.125 in Beam Depth 18.000 in Member Type GluLam Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density [Deflections #1 DL @ Left DL @ Right Dead Load Live Load ...distance 830.0 lbs 1,725.0 lbs 9.000 ft Summary Max. Positive Moment Max. Negative Moment Max © Left Support Max © Right Support Max. M allow fb 2,343.55 psi Fb 2,670.04 psi DL DL DL 1.150 Pin -Pin 35.000 pcf 209.00 #/ft 209.00 #/ft lbs lbs 0.000 ft Center Span... Dead Load Deflection -0.237 in ...Location 9.438 ft ...Length /Deft 986.2 Camber ( using 1.5 * D.L. Defl) ... @ Center 0.356 in @ Left 0.000 in @ Right 0.000 in 145.00 #/ft #/ft #/ft General Timber Beam LL @ Left LL @ Right Span= 19.50ft, Beam Width = 5.125in x Depth = 18.in, Ends are Pin -Pin Max Stress Ratio 0.878 1 Maximum Moment 54.0 k -ft Allowable 61.6 k -ft 54.05 k -ft at 8.970 ft 0.00 k -ft at 0.000 ft 0.00 k -ft 0.00 k -ft 61.58 Reactions... fv Left DL Fv Right DL 154.44 psi 218.50 psi lbs lbs 0.000 ft Total Load -0.783 in 9.516 ft 298.79 Title : Dsgnr: Description : Scope : V3 Job # Date: 10:22AM, 22 SEP 03 g: \2003 jobs \3467.01 osborn residence \talcs \e II Calculations are designed to 1997 NDS and 1997 UBC Requirements II Center Span 19.50 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir, 24F - V4 Fb Base Allow 2,400.0 psi Fv Allow 190.0 psi Fc Allow 560.0 psi E 1,800.0 ksi Full Length Uniform Loads LL LL LL 480.00 #/ft #Ift #/ft Trapezoidal Loads r 300.00 #/ft 300.00 #Ift lbs lbs 0.000 ft Point Loads r Maximum Shear Allowable Shear: Camber: 3.53 k 2.45 k Left Cantilever... Deflection ...Length /Deft Right Cantilever... Deflection ...Length /Defl Start Loc End Loc lbs lbs 0.000 ft * 1.5 © Left @ Right © Left @ Center © Right Max Max 0.00 ft 0.00 ft 0.00 ft 0.000 ft 9.000 ft lbs lbs 0.000 ft 14.2 k 20.2 k 11.21 k 8.55 k 0.000 in 0.356 in 0.000 in 11.21 k 8.55 k lbs lbs 0.000 ft Beam Design OK Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 34 81 87 .0 .12 .37 .60 - - .88 3.84 .80 - .75 0.71 1 .67 1 .63 15.58 1 .54 1E PCSA 950 Pacifc Ave Suite 1100 Tacoma, WA 98402 (253)383 -2797 Zach Diede Rev: 560000 User: KW060643• Ver 5.6.0, 2•Sep -2002 (c)1983.2002 ENERCALC Engineering Software Description Fir. Bm. Above Garage Stress Calcs Bending Analysis Ck 20.711 Cv 0.967 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 Max Moment 54.05 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 14.25 k 65.205 in2 218.50 psi 11.21 k 8.55 k Query Values r M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft [Sketch & Diagram Y 62iWiTITITIMFRIfitsiiiii .. a at It t F 11 11TT7 1 62514/ft 50 W4 I I 101 l l l f l l l l 509- /ft Rmax - 11.2k Vmax ® left = 11.2k APE - 54.0k-ft Dmax = •0.783in Moment 0.00k-ft 0.00 k -ft 0.00 k -ft Title : Dsgnr: Description : Scope: General Timber Beam Sxx 276.750 in3 Area 92.250 in2 CI 0.000 Sxx Req'd Allowable fb 242.91 1n3 2,670.04 psi 0.00 in3 2,670.04 psi 0.00 in3 2,670.04 psi @ Right Support 11.38 k 52.100 in2 218.50 psi Bearing Length Req'd Bearing Length Req'd 54.05 48.84 43.24 '37:83 .-. 32.43 '� 27.02 v 21.02 18.21 y 10.81 E 6.40 0.p0 11 9 . Rmax = 8.5k 5 Vmax @rt =B.5k 3 .e 1 v D • -2 4 N -8 .8 Ranrlinn Mmmanta Rim Chaar -0.00 -0.17 -0.28 -0.35 -0.44 -0.52 -0.81 -0.70 .0.78 2 c L. 0 0 ' PL) a) rlaflartinn - MIMI � !' .88 . 84 .80 .75 ' .71 C 3 5 7 .88 .84 g: \2003 jobs \3467.01 osborn residence \calcs \e 3.907 in 2.979 in Shear 11.21 k '0.00 k 0.00 k Location (ftl Location fftl .80 '. .75 0 .71 1 .67 1 .63 1 .58 1 .54 10.5 Location (ft) ww Job # Date: 10:22AM, 22 SEP 03 Deflection 0.0000 in 0.0000 in 0.0000 in .87 1 .83 1 .58 .54 1 .5 n.mwn-.e.uewv.Hr _ »w, r .5 ldsa xs+iSl'4'k - nnkfMV�' Description Span Timber Section Beam Width Beam Depth End Fixity Le: Unbraced Length Member Type ft VersaLam5.25A&rsaLam5.25x9. in in ft 13.00 3.50 5.250 5.250 9.500 9.500 Pin • Pin Pin . Pin 0.00 0.00 - _ Loads Live Load Used This Span ? Yes Yes Dead Load #/ft 698.00 698.00 Live Load #/ft Point #1 Dead Load Live Load lbs lbs 2,520.00 @ X ft 10.500 Results Mmax @ Cntr in -k 126.2 0.0 @ X = ft 5.46 3.50 Max @ Left End in -k 0.0 -185.6 Max @ Right End in -k -185.6 0.0 fb : Actual psi 2,350.5 2,350.5 Fb : Allowable psi 2,990.0 2,990.0 Bending OK Bending OK Shear @ Left k 3.83 5.64 Shear @ Right k 7.76 3.20 fv : Actual psi 215.3 153.5 Fv : Allowable psi 327.8 327.8 Shear OK Shear OK Reactions & Deflection DL @ Left k 3.83 13.40 LL @ Left k 0.00 0.00 Total @ Left k 3.83 13.40 DL @ Right k 13.40 -3.20 LL @ Right k 0.00 0.00 Total @ Right k 13.40 -3.20 Max. Deflection in -0.390 0.026 • @ X = ft 5.98 1.45 PCSA 950 Pacifc Ave Suite 1100 Tacoma, WA 98402 (253)383-2797 Zach Diede Rev: 560000 User: K•060643, Ver 5.6.0, 2.Sep.2002 (c)1983.2002 ENERCALC Engineering Software Description Flr. Beam above Stairs L Oeneral Information Truss Joist- MacMillan, MicroLam 1.9 E Spans Considered Continuous Over Support Timber Member Information Query Values Location. Moment Shear Deflection ft in -k k in 0.00 0.0 3.8 0.0000 0.00 -185.6 5.6 0.0000 Title : Dsgnr: Description : Scope : Multi -Span Timber Beam V5 Job # Date: 10:25AM, 22 SEP 03 g: \2003 jobs \3467.01 osborn residence \caics \e Fb : Basic Allow 2,600.0 psi Elastic Modulus 1,900.0 ksi Fv : Basic Allow 285.0 psi Load Duration Factor 1.150 Calculations are designed to 1997 NDS and 1997 UBC Requirements ] T 1 ‘ ....................._ __..... „......... , f -... -I- 7 .............. _ „ --... -.... -- ---- ---- ____-_-- - --...... -1---- L -1- ...1.-- ............ . R C-• I f ........ ..- _ . ......._ ____ ..........._ . ._ _ .11-,.\...... II.III.I 1 q • ..........._ III:.T ----I-- --I- -- IT I 1 • t - 1 - ___-______—_ _______ SYncturiSablivr Putnam Collins Scott Associates Originating Office: 0 Tacoma Tacoma • Seattle Project: Job No.: ( "-S tl 61. El Calculation 0 Phone Record Sheet V le of Name: 0 Memo 0 Meeting Minutes _0 Date: 0 Seattle ,..- - . ,... - ...!..-..... '.. , -!..- -1—- -I. . • . ; . •) I • . . i . • , . . , . . • . . • . • • . . . . . . , . • ; . • • . , . , . . • , • • '.:. ...,_ .......,.. ; . . • . : , . . • . • . . , , . • : . , . ! . . . , • • • , : . : , • • . 1 : . , . . • . i . : • , • . . ) . . ; • . . i . . • i . i • • . . . • . . . • . . • . . • • • . . ) • • • . i . . : • . • • . • . , i . . : ..; -. ...... .. • . . , . . • , : • . ' t . . . . . 1 '' i . ) • . . 1 i • - • . , , . . ) . . ) . • ! ; I ; t : . • -1" i . ) I ..•••• t i ..; i ) i . ............... ..••••••••, •i••••••••. : ....... .1 , -i . 1 - • ; . ! , , : ; ' • • • • i i - I • ---,. .-- : . . .. . - 4- -• ••• - - r• '' --, '; • ... •• ••••••• •••■ •• •• • , . . . . • • • , , • , • . . : : . ; . . , . . . . i ; , , . ; ; , . • . • : _..: • t . . , • • . . • t : • 1 L . 1 . . • : . . . . . • i . . . . . . . . . . . . • ...,... ■ i , i . . ..: .. • • ' r 950 Pacific Avenue, Suite 1100 Tacoma, WA 98402-4495 • (253) 383-2797 • (253) 383-1557 fax 4 : : I - AA O' 4 • • • 0 •• 206 467-7788 fax „ ..••••••••. Z W • 2 O 0 CO 0 COW W CO u. 11.1 0 g a. a • cs w z 1._ o z 0 C3 I— __ ua u j 3C 0 - u. Lid u) 0 -- 5E c) QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001— 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001— 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 'for each additional 10,000 or fraction thereof. PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME C &LI ? ( 1Q09 -- PERMIT # 1. APPLICATION BASE FEE 2. Enter total cost for each improvement category:. General Erosion prevention Water Sewer Storm water Road /Parking /Access A. Total Improvements 3. Calculate improvement -based fees: q(0.4 B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount of $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) $ 5. GRADING Plan Review and Permit Fees Enter total excavation volume 11 Enter total fill volume $ cubic yards cubic yards qipLia 93 50 Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 3�0�- 1 0 RECEIVED CITY OF TUKWILA SEP 2 5 2003 PERMIT CENTER The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 (of) i :�";hET,••w w...ro� . - ax�xer.»«tNixW�xgi, Approx. Remaining Years QUANTITY in CY RATE 50 or less $23.50 $37.00 $7.50 51 -100 $5.00 101 -- 1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 5 -2 (25 %) 1,001 - 10,000 $194.50 for 1 1000, plus $14.50 for each additional 1,000 or fraction thereof. • 10,001— 100,000 $325.00 for the 1 10,000, plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 100,000, plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 Arri Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance /Inspection Fee (B +C +D) 7. Pavement Mitigation Fee $ • (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of existing roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement mitigation fee. 8. GRADING Permit Review Fee $ (8) Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. 2 . :A.46 rn.vi:r •V, /A 1....1. 1. Lk✓ - .,A : pia.. 4. vr: Hr.• v. lc' r;..! i. sl�aGw .w.ti'scvtiairy:c.n.:«:v.....:.; 1.•.::..ru:vd'`.. n�a. a. t-. w. avM1tanr+ anM. YaP+ Y4r• w+.... �,{ yw.. w++.* aW +VW+1W'/Y�0.4+4:IiG'JOAti..�tA•Y pU�J`J.t�Wr. 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) ° z z B. Flood Control Zone ($50) C. Water Meter — Permanent* cc w D. Water Meter — Water only* E. Water Meter — Temporary* o o cn * Refer to the Water Meter Fees in Bulletin 1 co tu Total A through E $ (9) LIU i U) u_ w 10. ADDITIONAL FEES 2 A. Allentown Water (Ordinance 1777) $ g a B. Allentown Sewer (Ordinance 1777) $ N C. Ryan Hill Water (Ordinance 1777) $ z d D. Special Connection (TMC Title 14) $ i- w z t` E. Duwamish $ F. Storm Drainage Mitigation z LLJ o uj G. Other Fees $ 2 o Total A through G $ (10) o oI- w w ~ P DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ u ' O ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE U z i=ce This fee includes two inspection visits per required inspection. Additional inspections (visits) z attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 3 B4. MAP AND PANEL NUMBER 530 - 7 85. SUFFIX F B6. FIRM INDEX DATE 87. FIRM PANEL EFFECTIVE/R V13ED DATE /"»7' /6, /F95— 88. FLOOD ZONE(S) " ' „ B9. BASE FLOOD ELEVATION(S) (Zone AO, use depth d &coddng) /S-7014-4/, BUILDING OWNER'S NAME ",i�94 e/ �E/c/ooe CITY ADDRESS 7 /A."1/wZA /02 , 05* - .s 9 71 v I sIGNAT NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1.7. SECTION A • PROPERTY OWNER INFORMATION BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 13.75 S, r hf /9 vF, ,S STATE WA PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number Legal Description, etc.) L 3O , 47 c-2":" c-2":" ,A E SE s 7 /l'/ 600,2 DE// 70944'7S/ 2/ 7200 0 /5 - 0 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) . -S:,; ,c..,&"-5 /D..Ft.7i.9 L tATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): ( ##P - ##' -##.##" or ##.#tom) 0 NAP 1927 ❑ NAD 1983 (].l-J Quad Map ❑ Other. /v 6 V l> ' 2 7 �'v,2v.Fr4. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NF IP COMMUNITY NAME & COMMUNITY NUMBER C/ 7/ OF T /G.d S3 7/ B2. COUNTY NAME /l //y- 83. STATE , /4 B10. Incicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile [r]'Fi{ ❑ Community Determined 0 Other (Describe): 611. Indcate the elevation datum used for the BFE in B9: IBIGID 1929 ❑ NAVD 1988 0 Other (Describe): 1312.1s the building located in a Coastal Barrier Resources System (C8RS) area a Otherwise Protected Area (OPA)? ❑ Yes R E Designation Date SECTION C • BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 0 onstrudion Drawings' ❑ Bu'dd'ing Under Construction' ❑ Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number _ (Select the building diagram most similar to the b uildng for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents.the building, provide a sketch or photograph.) ,2o &' ."it Y v AR - C3. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, 1/1 -V30, V (with BFE), AR AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3.-a4 below according to the building diagram spedfied in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D a Section G, as appropriate, to document the datum conversion, Datum k /V6 1/.0 ' 2 9 Elevation reference mark'used Does the elevation reference mark used appear on the FIRM? 0 Yes to O a) Top of bottom floor (including basement or endosure) 70 ft.(m) 0 b) Top of next higher floor 26 . ft.(m) 0 c) Bottom of lowest horizontal structural member (V zones only) &. 0 fL(m) ( /i/07',E ; S 7E /p0 -y2 O d) Attached garage (top of slab) /6. Eft(m) 1 O e) Lowest elevation of machinery and/or equipment , /Z a o servicing the built) Lowest adacent (finished) grade (LAG) /S. 3 ft(m) O g) Highest adjacent (finished) grade (HAG) / 7. 8 fl.(m) O h) No. of permanent openings (flood vents) within 1 fL above adjacent grade /4 ,9h7 , e 5 xi= fit? . =---> 7 S/' _ /, U a 6 SF O i) Total area of all permanent openings (flood vents) in C3.h /a v In. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION ZIP CODE Policy Number 'Company NAIC Number Fe /6 t3 This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. C 0 R R E C T I 0 N CERTIFIEja NAME LICENSE NUMBER , ,Pv cam S / J A C 1/Ei6ti ?..E., -.zi8 mss' 7 LT R# _ I___.._. TITLE COMPANY NAME , /2 I ff.2 ,S / y r 4 •7Z . CITY STATE ZIP CODE �v.",4. //L /9 kVA 70/ 6 a ATE TELEPHONE Li Z, e ( O 3 ( J Z4'J 766 S Z . = Z 6 oc� 00 D W w La = w Z I- O Z • c OH W w u. O Z W U= 0 ~ Z For Insurance Company Use: Poky Number Company NAIC Number IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Including Apt, Unit, Sqt, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. / 3 / 5 '6 ? ,9 r/E, 1 . CffY 7v /1. SW� ZIP / CODE 6 Q ,g /6 Copy both sides of this Elevation Certificate for (1) community offdal, (2) insurance agent/company, and (3) bulking owner. COMMENTS S �; / » -b r 9/11 >- v/ co a /-? e/Z • / S S L /4 /' 7 G >' //7' 7d 4 /M , O / / - ( C D i9 . c ✓ L. .. V,St k// U. /`/ 7 i > / ( /.//`/ • EL o d a /5 /900 t/.� / D O —y/2 L e v5 t - ❑ Check here if attachments SECTION E • BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) A //- For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. E1. Bulking Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (induding basement or enclosure) of the building is ft.(m) _.in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.1 on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, C (Items C3.h and C3.I only), and E for Zone A (without a FEMA- issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY 4OS OWNER'S AUTHQR �R REPRESENTATIVES NAME ADDRESS 6 30 g, 3 3 /2 b VEi SIGNATURE COMMENTS SECTION D • SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) G7. This permit has been issued for. 0 New Construction 0 Substantial Improvement G8. Elevation of as -built lowest floor (induding basement) of the building is: G9. BFE or (in Zone AO) depth of flooring at the building site is: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS S �/3 77z DATE ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. ete the applicable item(s) and sign below. G1. information in Section C was taken from other documentation that has been signed and embossed by a licen survey, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data In the Comments area below.) G2. ❑ A community offidal completed Section E for a building located in Zone A (without a FEMA-issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED TITLE TELEPHONE DATE _-ft.(m) ft.(m) (/1.1/43E ZIP // S TELEPHONE (zo6) 8/7 -zo 4 Datum: Datum: ❑ Check here if attachments EMA Form 81.31 JUL 00 .. REPtPCES ALL PREVIOUS EDITIONS : -�- TH STREET 137TH O ZONE X WIN ON THIS PANEL IS le4 PAM CITY OF TUKWILA 530091 \ I I V I U L Y 129 TH y PAMELA ` DRIVE ' ,- SOUTH I42,\•D yy S 141 STREI Z W re 2 JU 00 0 w= W uQ I w z = I- 0 z t- w • w U � O N O I— WW U O Z W U= O~ z December 2, 2003 Subject: Feasibility of Infiltration for Residence, 13347 56th Avenue S., Tukwila, WA 1. Site infiltration o feasible for severa silt soils requiring drainfield area behi There is not room to p separation from drainf infiltration s. ste . A s is shown on the site pl Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59 Ave. S. Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same Bruce S. MacVeigh, P.E. Civil Engineer f runoff and parking pad runoff levent of the factors giv e infiltration areas. Fo mg requires an area eq th in the rear yard area, es ches and the setback requir such, a stan an. ar • - ' • ' . . 'spersion trenc Questions relating to this evaluation may be directed to this office. EXPIRES: 4/24/ �s" l ,&,e° /e)3 determined to not be ix C. The site has on, the reserve wn in the front yard. th 30 foot trench om the river bank for PENOR01.doc REcr • r"1" DEC 1 5 2003 PUBLIC WORKS ommended and The area of the building is 1,700 SF and the area of the parking pad is 1,300 SF, the total being 3,000 SF. Per Appendix C, 10 LF of trench is required for each 700 SF of contributing area, the length required in this case being 43 LF. Due to the narrowness of the lot (50 feet) and the required 5 foot setback from property lines, a dispersion trench of only 40 LF is possible. This is believed to be adequate in the the derivation of the 10 foot per 700 SF is not precise, and in this case would be considered close enough to be ignored. CORRECTION LTR# b03.297 P Public Health Seattle & King County HEALTHY PEOPLE. HEALTHY COMMUNITIES. Alonzo L. Plough, Ph.D., MPH, Director and Health Officer September 9, 2003 R.A. Owen 5594 S. Langston RD Seattle, WA 98178 Re: Site Application Review Approval with Conditions Dear Robin: Address: 1333156 Ave S Parcel No: 217200 -0150 Owner: Charlie Penor Public Health . has received your Site Application for the proposed 3- Bedroom septic system located at the above referenced property. It has been reviewed in accordance with the King County Board of Health Code Title 13. Based on this review, it has been approved with the following comments and conditions: 1. Prior to Stub -Out release the owner shall provide a recorded covenant agreeing to operate, maintain and report the performance of the system in accordance with the manufacturer's recommendations and Title 13. Also maintain in effect at all times a maintenance contract with a service provider who is approved by the manufacturer and the Health Officer. 2. Prior to calling in for a Pressure Test the permanent protective drainfield barrier must be installed. If you have any questions, please contact me at (206) 296 -9738 between the hours of 8:00 AM and 5:00 PM or leave a message on my voice mail. Sincerely, Jarone Baker, R.S. Health and Environmental Investigator II Community Environmental Health cc: City of Tukwila Permit Center Charlie Penor Eastgate Environmental Health 14350 SE Eastgate Way • Bellevue, WA 98007 T (206) 296 -4932 F (206) 296 -4919 • www.metrokc.gov/health Printed on Recycled Paper. Activity: ON0062380 City ,of Seattle Gregory J. Nickels, Mayor REC EIVED occ 07 zoo: TUK WO ;4a PUBLAC CITY OF TUK RECEIVED SEP 2 5 2003 PERMIT CENTER 0 King County Ron Sims, Executive Public Health, Seattle .d King County Site Design Application Form for Individual On -Site Sewage System (OSS) (Submit 5 copies of application with 4 copies of plans) 13331 56TH AVE S Approximate Site Address: Name and address of property owner SAME AS APPLICANT Applicant Name Designer T ENOR, CHARLIE Last First R. A. OW EN Street Address 6304 33RD AVE S I City -Zip Code Ili -� Phone 5594 S. LANGSTON RD. Street Address I City -Zip Code SEATTLE 98178 THIS IS NOT A PERMIT ATTACH A DETAILED ROUTE/ DIRECTION MAP FOR LOCATING THE PROPERTY. PROPERTY INFORMATION: Legal Description Attached ❑ Parcel # I L j 1 j i2 10 10 1 I I 1 1 U I Section: 1 1 I Township: 1 3 I Range: 101 4 I . Subdivision Name: I 1 5 1 1 7 1 5 .3 5 I Lot: ( I I Block: Property Size 11 1 1 1 I Sq. ft. Acreage: I I Distance . from property line to nearest sewer: 12 10 10 I+ I Water Supply I - I (IP) I = Individual I ✓1 Group A Supply F I Group B Supply Public Water Supply Name: 1 TUKWILA I ID# I I Sensitive Area: 11 1 (Y ?N) If yes, specify I LA) I (L,W,O) L = Landslide W = Wetlands 0 = Other Activity Number H �\;�►����` Department Use Only Phone I 206- 772 - 4740 CELL 206 - 930 - 0802 Rural Area ❑ Urban Area a I SYSTEM INFORMATION: New System •' I Repair Design 1 1 Correction of OSS Failure? I I Y ?N Detailed Plans Attached (4 sets) I w Y ?N Type of Building I I I 1 I SF = Single Family MF = Multiple Family COMM = Commercial INST = Institutional Type of System Proposed: IA T U1 — I P ID 1G= Gravity GP = Gravity with pump M = Mound SF = Sand Filter PD = Pressure Distribution HT = Holding Tank CT = Composting Toilet E = Experimental 0 = Other Dates Soils Logged: 10 17 1 2 1 8 1 0 1 3 I Soil Logs Data Attached: (Min. 4 /lot) I ( I Y ?N Depth to Watertable or Restrictive Layer: 13 1 I Inches Maximum Slope in Drainfield /Reserve Area I 01 01 % CALCULATIONS: Number of bedrooms: 13 1 Total gallons /day (450 min.): I 41 5 1 0 I gal. Soil Texture Type (1A -5) I 4 I Application Rate: 1. • .6 ; gal /sq ft/day Total Absorption Area: I i o b d.sq. ft. Trench Width I3E, J3n6hes Total Drainfield Length: 12 i5 12 I ft. Septic Tank Size: I 11 71 51 01 gal. Garbage Grinder I NI Y ?N Pump Chamber Size (if needed) I 1 10 10 10 I gal. Trench DRAP Iin TIVx): 1 1 I 2 I / I 2 14 I inches I understand that failure to comply with the Code of King County Board of Health TiUe 13 may result in the disapproval of the sewage system being proposed in this application. Non - compliance mad lead to revocation of my Designees Ce. ► to o • cv ppropriate legal action by the Health Opnartment Designer's Signature: , ( WASHINGTON STATE # 5100226 Date: 8 FOR HEALTH DEPART ENT USE ONLY: NOTE: SYSTEM MUST BE INSTALLED BY A KING COUNTY CERTIFIED INSTALLER UNLESS OTHERWISE PROVIDED BY CODE APPROVED (date): 9 19 /30 BY: ?c. Comments Duo, t Si OOT Sec, Co Ie+(etr- EC 1. Pre - construction meeting required between designer, installer, builder prior to permit issuance AUG 0 CEIVED APPROVAL OF THIS DESIGN APPLICATION IS BASED SOLELY ON INFORMATION PROVIDED IN THIS APPLICATION AND DOES NOT CONSTITUTE 6 2003 PERMISSION TO BEGIN CONSTRUCTION OF THE PROPOSED SEWAGE DISPOSAL SYSTEM OR ANY OTHER IMPROVEMENTS ON THE SITE. THIS APPR�pi RE Sii.-LL HOTBE CONSIDERED AN ASSUPANCE, EITHER EXPRESSED OR IMPLIED. THAT DEVELOPMENT PERMITS FOR THE SITE WILL BE ISSUED. GAO o GATE PUBLIC HEALTH THIS APPLICATION EXPIRES TWO YEARS FROM DATE OF APPROVAL. DISAPPROVED (date): BY: See attached Site Deficiency Sheet. Any person aggrieved by any decision or final order of the Health Officer may file a written application for appeal to health officer within 60 calendar days of the date of the above decision. (Title 13, K.C.B.O.H. Chapter 13.12 - Sewage Review Committee). M/forms/sewagelform.99. CS 13.15.97 REV. 1314:99 White - District/Green - Audit/Yellow- Designer/ Pink - Owner/Yellow - License & Permits a "� 53�i1tM r ? �iThx t"+s#Fur Ktek 9 { <4r,Ii 10 csr7 J'e , , v'r . '1, r< o. .. :•Y ., �... FOR: SITE: INSTALL: CHARLIE PENOR 6304 33RD AVE S. SEATTLE WA 98118 ON'ITE SEWAGE DISPOSAL "'ESIGN SHEET 2 OF 8 A.T.U. - PD DRAINFIELu ADDRESS: 13331 56TH AVE S PARCEL # 2172000150 750 GAL TRASH TANK WITH LOCKING RISERS TO SURFACE 500 GAL PER DAY A.T.U. AS SHOWN (WHITEWATER DF -50) WITH U V DISINFECTION 1000 GALLON PUMP CHAMBER & PUMP WITH LOCKING ACCESS RISER TO SURFACE 252 LIN. FT. 3 FT WIDE PRESSURE DISTRIBUTION , GRAVEL DRAINFIELD, AS SHOWN AND SPECIFIED. AND PER WASHINGTON STATE GUIDELINES DATED 4/5199 FINAL INSPECTION: PROVIDE FILL MATERIAL (MAXIMUM 10% ORGANIC CONTENT) IF REQUIRED, FOR 12 INCHES MINIMUM DRAINFIELD COVER. IMPORTED MATERIAL TO BE STOCKPILED ON SITE PRIOR TO STUBOUT, UNLESS WAIVED BY HEALTH OFFICER AN OPERATION & MAINTENANCE CONTRACT WITH A QUALIFIED SERVICE PROVIDER MUST BE IN EFFECT PRIOR TO ISSUE OF PERMIT TO INSTALL, AS WELL AS A RECORDED NOTICE ON TITLE ANY SOIL LOSS, OR DOWN SLOPE CUTS, (IN DRAINFIELD OR RESERVE AREA) MAY INVALIDATE THIS DESIGN RESULTING IN DENIAL OF INSTALLATION PERMIT STUBOUT INSPECTION : ASBUILT AND PRESSURE TESTS: INSPECTION SCHEDULE: TO BE REQUESTED BY INSTALLER. (PLUMBING STUB MUST BE INSTALLED AND EXPOSED.) PRESSURE TESTING TO BE CONDUCTED, BY INSTAI I FR, IN THE PRESENCE OF THE DESIGNER AND HEALTH DEPARTMENT SANITARIAN. FTERP P •,TR• PANELI •MPL L I ' • • WATER, IN PUMP CHAMBER , TO BE JUST BELOW "PUMP ON" LEVEL TO CONFIRM SPECIFIED DOSE VOLUME (481-IR NOTICE: 206- 772 -4740 - FAX:772 -0481) INSTALLER MUST PRETEST AFTER HARDWIRING. THERE WILL BE A CHARGE FOR EXTRA INSPECTIONS DUE TO FAILED PUMP TESTS. DESIGNER TO RECEIVE WRITTEN NOTICE TO INSPECT, AND SIGNED BACKFILL CERTIFICATION, AF- I EH ALL SPECIFIED COVER MATERIAL IS IN PLACE (BY MAIL OR FAX) THE ABOVE INSPECTIONS, AND ANY ADDITIONAL INSPECTIONS, WILL BE CHARGED TO THE OWNER, OR BUILDING CONTRACTOR, AT THE CURRENT HOURLY RATE. ALL CHARGES WILL BE BILLED AFTER FINAL INSPECTION, AND PRIOR TO SUBMITTING ASBUILT PACKAGE FOR HEALTH DEPARTMENT APPROVAL. DATE: 8/5/03 •t PUMP ELEV: 09 15.6 PLUMBING ELEV: CONTROL POINT SW PROP CORNER ELEV: 18 10' I NO FOUNDATION CUT OR FOOTING DRAIN fence Qr curb to prevent traffic 1 L2 28 x 3' DF (TYP) 6' 'TYP 4 10 V 50 18 20' 0 0 0 C) L/ 56TH AVE S C) 0 a C) C 15.6 100 YEAR FLOOD PLANE 18 M A 52' 100' MINIIMUM 108' 120' MAXIMUM SITE PLAN 3 - A OF 8 PARCEL # 2172000150 ('..5'f 70- '113 +a 1 L'e << Z w 6 cr UO . J • = WO �Q • CY • W Z = Z- W • W • co c F- ill • W IL O Z = O Z HIGH WATER ELEV: 5.0. YEAR FLOOD PLAN EV: 15.6 ELEV: 10 ELEV: 12 ELEV: 14 `.�" DUWAK� 3H RIVER • j PROPOSED 13325 z Cfl 0' C) • . _n 0 N' c0 PROPOSED .13331. • J► 0) 0 50.03' '• 0 II" 50.03' U z ELEV: 18' OoNTra' POINT PROP CORNER ' — ELEV: 18 56TH AVE S cn rn J n HIGH WA EV: 5.0 ELEV: 10 ' 2 z ELEV: 12 ELEV: 14 100 YEAR FLOOD PLANE ELEV: 15.6 ELEV: 18 SITE PLAN 14 12 10 DUWAMISH " • L.3 10 12 e > 100' 14 HIGH WATER DpRolt/ED COUNTY P11.;iiC HEALTH t- ZoitA"-- 'I SHEET 3-B OF 8 PARCEL 1 2172000150 RESERVE AREA SHOWN: 360 X 3' (SIZED FOR TYPE 5 SOIL (1000 SO. FT MINIMUM) 302' TO SOUTH PROPERTY UNE • . ' ' i.MAILI:i:LaSaltieV44.4411.176.44.4111=461411:1 ' U a 0 0 N J 0 PRESSURE DISTRIBUTION NETWORK 3 FT WIDE GRAVEL TRENCHES 28 FT. CL 200 1 IN. PVC LATERAL 7 ORIFICES ON 48 INCH CENTERS 'SAME I SYSTEM DISCHARGE (24 IN. RESIDUAL HEAD) LATERAL 7 3/16 IN. ORIFICES @ .59 GPM EA. = 4.13 GPM TOTAL 84 3/16 IN. ORIFICES @ .59 GPM EA. = 37.17 GPM I 36" SHEET 4 OF 8 �...... w. 4.. u..... ve•' l�.. i,. �+...2, aL; S1; i::.u+i�.a.::x:,::4n`.ri:A1J.. SanY:.x'aea','f.:4,a FINAL GRADE PRESSURE DRAINFIELD DOSE (PUMP PANEL SPECIFICATIONS) INSTALL A PUMP CONTROL PANEL (RHOMBUS, OR ORENCO SYSTEMS) ON A TREATED 4 X 6 POST, IN A LOCATION WHERE HIGH LEVEL ALARMS CAN BE z DETECTED, AND IS ACCESSABLE FOR MONITORING. - w Ix 2 TIMER IS TO BE SET FOR A DOSE VOLUME OF 75 GALLONS AT A MAXIMUM OF 6 U o J = 1-- U) LL w u. co = I- III z = I- O Z I- w U � O - c H w w I H r- -o w z - _ O 1 " DOSES PER DAY. OFF CYCLE TO BE SET FOR 4 HOURS ON CYCLE TO BE SET IN MINUTES (FOR A 75 GAL DOSE AFTER THE ACTUAL SYSTEM DISGHARGE, IN G.P.M., IS DETERMINED BY A DRAW - DOWN TEST. . PANEL IS TO BE EQUIPPED WITH A DOSE COUNTER, AND A PUMP RUN ELAPSED TIME METER. 36 IN. WIDE PRESSURE DRAINFIELD LATERAL 1 (TYPICAL) COVERED VALVE RISER 1 INCH BALL VALVE 4IN. CL 200 PCV MANIFOLD r' j' j' . j js j s,' j ' .� j s�� j ‘ j • I `�s ∎ V` 4 ,‘ j ' j ��� l e si` e `i' i ' / ' / P I 'S S ''' ♦ 1111111111111 11111111111111111111111111 / rrr 111111111 1 11111111111 11111 r I /111 x 1 1 1 1 1 1 x1 1 1 111111111 COVER MATERIAL MAX. 10% ORGANIC CONTE > %% r ` I `. 1 I 1 414 1 I,I, 4 I1 4 ` I ` I ` 4 ` 4 ` 4 1 4 1 J 1 I 1 f ` I , I ` I ` I 1 + 1 I ` , ` 4 ` I 1 I ` I `I ;I14 14 x r11 1 11 111 1111 11 1 1 111 1111 1 1 1 1111 1111 1 1111 1 . r N N fN N l∎ 1 l∎ N.1 * 1.1 1 11 r 1 1 * N. 11111 .. ∎ 1�1 r•t•t• r•rrt t•r t•rrt•t• ••. GEOTEXTILE FILTER FABRIC r .t. .•.• 6.%•ti•L•%•%.... •1,•b•1•%• ti•' 1.•'ti•1 ■.r•b•ti•..►•ti•ti`ti•ti.%.%.% 2 IN. • r• r• 1• r• r• r• r• r• 1• r• r•r•r•r•r•t•r•r•t•t•t.r•r•r•1 • J• t• t■ t• t• 1• t• r• t• 1• t`t•1•t•1.1.1.1.1•t•t•r•r•1.1• $ 7P1.01./...P. _ lt!1 r:t!J!t!1!1!r " l r r:r!r_t_r:J!rrr .0.r.d tr trf .P t!r 1 IN. 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'•1.f 1. 1. 1■ 1` 1■ 1. 1• J• 1. 1. 1. 1. 1■ t• 1• J• 1. 1. 1. 1• r■ 1■ r •1•r•r■r•1.1.1.1.1.1.1•J. 1 • S..S.. .r1,■ t.' L■ S..' L. L■ t. 1..' L• L.•..' L• 1.. ti■ L.•.. ti■' . 1.. 1.• L• 1■ L.•.. ti•' L !ti••{.!ti!ti!ti,tL!'6!ti!'i!•.l11� 28 FEET SHEET 5 OF 8 4" INSPECTION PORT 1 12 IN 6 IN. ea ctr:�e'e+t /.64::Wtac?,+Y IVitZM?5 AVVIO x '441 z CHAMBER SIZE GAL PER INCH DRAW DOWN 1000 GALLON 1100 GALLON 20 22 3.75 INCHES 3.4 INCHES SEWA FROM HCUSE PUMP CHAMBER MINIMUM CAPACITY: PUMP SCREEN MINIMUM SPECS: SUBMERSIBLE EFFLUENT PUMP: HIGH LEVEL ALARM: DOSE: FLOW: DOSE CYCLE DURATION: DRAW DOWN PER DOSE: FINISHED GRADE 6 1 i FLOATING SCUM MAT EFFL-' -ENT PUMP SPECIFICA''')NS PRESSURE DISTRIBUTION DRAINFIELD • 1000 GALLONS. (DOSE: 75 GAL + ONE DAY FLOW: 450 GAL) = 525 GAL 1/8 INCH MESH (NON - CORROSIVE MATERIAL), MINIMUM SURFACE AREA: 12 SQ. FT. NOT TO INTERFERE WITH FLOAT SWITCHES, EASILY REMOVABLE FOR CLEANING. OR USE APPROVED EFFLUENT FILTER IN SEPTIC TANK OUTLET BAFFLE 1/2 HP (GOULDS MODEL 3885 - WE05H OR HYDRAMATIC SP50) VISUAL - AUDIO ON SEPERATE CIRCUIT FROM PUMP. 75 GALLONS. (SEE SHEET 5) 2 MINUTES : (75 GAL DOSE @ 37.2 GPM ) ACCZ.;S RISERS WISEC'RE LAOS 5 .. I 4• WASTEWATER. ..-- _Gc Wrt1LTER TYPICAL SEPTIC TAN 450 GAL PER DAY . max depth inlet outlet Maximum ground water elev: SEE OSS SPEC SHEET 8 trash tank !pump chamber( A.T.U. 12 inches 18 inches 122 inches INA ACCESS RISER WISECUR£ UD — j QUICK • FlNLSHEO GRACE QUICK CISCCNNECT -. - ---0 J I -. REMOVABLE I l i 1 1 ii EbGEN 1ERF � 'r/ci FLOAT MOUNT l ,i no. STO I .� 4 i Al:viM rL^:.T =FLUENT I CCSEVOLUME CN• r OAT FROM SERTiC TANK I I II ..Fr P OAT REDUNDANT SaCIMENT3ARRIER�.y.f'OFF it.OAT SEDIMENT St ©MERSIELE ' PUMR TYPICAL. PUMP TANK ELECTRICAL CC N NECTION TO CDNTRCL PANEL 119 inches 120 inches SHEET 6 OF 8 A.T.U. TO P.D. DRAINFIE SHEET 7 0F8 FEET 90 80 70 60 50 40 30 20 TDH 1 3 ' 10 0 0 10 [ PRESSURE NETWORK PUMP 1.5 HP I I WE1OH 1 HP I I WEO7H 7/10 HP WEO5H 1/2 HP -EWEO3M 3/10 HP • • 1 1 1 1 1 GOULDS - MODEL 3885 20 30 40 50 60 FRICTION LOSSES F = (L) X (Q/K) 1•85 80 90 100 SELECT: *1/2 HP PUMP CAPACITY: 69 GAL PER MIN. 110 120 GPM AN z II- z rY w 2 0 O 0 0 0 WI ) LL. u j 0 I g 5 u_ co (21 I- ILI Z I- 0 Z I- W • LU 0 0 o 52 Ui • 1- Lu I 0 9 - 1 0 Z (r) 0 L - r . z A I B Ic D E F I G 1 CL. 200 PVC I GPM/TABLE K I YX 1.85 = i X LENGTH = /3 = X NO. OF LAT] LOSS (FEET) - F 2 2 f 7.2/315.2= 37.2/315.2= i 2"TRANSPOR1 0.118; 0.0192 100 = 1.92 NA i i NA 3 4 1 37.2/1783.9 i 5 4" MANIFOLD 0.02091 0.0008 X 73 = ..0567 0.0189 NA 0.02 6 4.13/66.5 = ! 7 1." LATERAL 0.0621i 0.0059 X 28 = .1638 ; 0.0546 t X 9 = .4915 0.5 8 9 ' t r S, R ID. HEAD -r 10 • -- 1 11 ELEV. LIFT 1 2 I i _ TOTAL DYNAMIC HEAD 12.52 1 3 • - A.T.U. TO P.D. DRAINFIE SHEET 7 0F8 FEET 90 80 70 60 50 40 30 20 TDH 1 3 ' 10 0 0 10 [ PRESSURE NETWORK PUMP 1.5 HP I I WE1OH 1 HP I I WEO7H 7/10 HP WEO5H 1/2 HP -EWEO3M 3/10 HP • • 1 1 1 1 1 GOULDS - MODEL 3885 20 30 40 50 60 FRICTION LOSSES F = (L) X (Q/K) 1•85 80 90 100 SELECT: *1/2 HP PUMP CAPACITY: 69 GAL PER MIN. 110 120 GPM AN z II- z rY w 2 0 O 0 0 0 WI ) LL. u j 0 I g 5 u_ co (21 I- ILI Z I- 0 Z I- W • LU 0 0 o 52 Ui • 1- Lu I 0 9 - 1 0 Z (r) 0 L - r . z FEATURE / COMPONENT LOCATION SPECIFICATION DIMENSION / ELEVATION I 21 INCH I MINIMUM MAXIMUM RESTRICTIVE LAYER SOIL LOG #1 ELEVATION 15.5 4 INCH #2 MANIFOLD LENGTH 15.5 FEET 5 LATERAL DIAMETER # 3 11INCH 12 LATERAL LENGTH 28 # 4 7 LATERAL SPACING 10.5 9 DESIGN CONTROL POINT SW prop corner DESIGNATED ELEVATION INVERT ELEVATION 18 14.5 18 PLUMBING STUB SEPTIC TANK ORIFICE DIAMETER OUTLET TOP INVERT ELEVATION COVER MATERIAL 14 6 INCHES 14.25 36 INCHES 7 BUILDING SEWER FEET EACH ASTM 3034 4 IN 6 IN TOTAL ORIFICES • GRADE (SLOPE) 0.01 0.01 DRAINFIELD TRENCH BOTTOM DEPTH 12 INCHES 24 INCHES 15 FLOW PER LATERAL TOP COVER MATERIAL 12 INCHES 24 INCHES PVC PIPE ASTM D2241 LATERALS PRESSURE CLASS 160 PSI 200 PSI TRANSPORT 200 PSI 200 PSI .' I ASTM D1785 I I PARCEL # I 217200015 SHEET 8 OF 8 OSS SPECIFICATIONS PRESSURE DISTRIBUTION NETWORK • COMPONENT QUANTITY DIMENSION 1 TRANSPORT DIAMETER 21 INCH 2 TRANSPORT LENGTH 100 FEET 3 MANIFOLD DIAMETER 4 INCH 4 MANIFOLD LENGTH 73 FEET 5 LATERAL DIAMETER 11INCH 6 LATERAL LENGTH 28 FEET 7 LATERAL SPACING 9 FEET 8 NUMBER OF LATERALS 9 EACH 9 ORIFICE DIAMETER 3/16 INCH 10 ORIFICE SPACING 4 7IEACH FEET EACH 11 ORIFICES PER LATERAL 1 2 TOTAL ORIFICES 631 1 3 RESIDUAL HEAD 21 FEET 14 FLOW PER ORIFICE _ 0.59' GAL. PER MIN. 15 FLOW PER LATERAL VARIES I GAL. PER MIN. 16 TOTAL SYSTEM DISCHARGE 37.17; GAL. PER MIN. PARCEL # I 217200015 SHEET 8 OF 8 OSS SPECIFICATIONS PRESSURE DISTRIBUTION NETWORK LOG # DESCRIPTION TYPE 1 SANDY LOAM W/ RESTRICTIVE LAYER @ 36 INS. 4 2 SAME -. 3 SANDY SILT LOAM W/ RESTRICTIVE LAYER @ 24 INS. 5 4 SANDY SILT LOAM W/ RESTRICTIVE LAYER @ 24 INS. 5 5 6 R. A. OWEN OFFICE.: (206) 772 -4740 FAX.: (206) 772 -0481 PENOR NAME SOIL LOG 7/28/03 DATE PARCEL # 2172000150 LOCATION . TO TUKWILA INTERURBAN AVE S c m NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. INSTALLATION INSTRUCTIONS ONL Y FOR USE BY CERTIFIED, LICENSED INSTALLER 1. Prepare an excavation, having a diameter approximately one foot larger than the tank and a depth that will allow approximately 3 inches of the inspection port to exiend above normal ground level. Backfill with a 6 inch layer of sand or grav =el if otherwise unable to provide smooth, level, compact base. We recommend that the hole be roped off in some fashion to prevent injury to passersby. Utilizing lifting lugs provided, place the plant in the excavation so that the inlet and outlet line up with the sewer piping. The inlet line should slope down toward the plant and the outlet line should slope down away from the plant. The plant should be level within 1/2 inch, edge to edge. 3. Position inlet and outlet lines and make connections as necessary, depending upon the construction materials. The inlet line should be inserted and glued into the inlet elbow and the discharge line should be inserted and shied into the outlet coupling. Note: Open inspection port and make sure discharge tee assembly is level and centered in clarifier prier to attaching discharge piping. Fill the tank with water until water flows from the discharge before backfilling. Backfill around plant, up to the bottom of the discharge connections. Do not install the air pump(s) in a low lying area where water may accumulate. The air puma should be installed near the control panel and within 100 ft. of the tank. Air pump can h: installed outdoors or in a clean, well ventilated area, such as a tool room, garage, etc. If the linear air pump is to be installed in an additional enclosure, the enclosure must be approved by Delta in writing. 5. ;\'lount the control panel in an area such that the alarm can be heard and be readily observed. A 3 -wire grounded GFI circuit is required for safety. Install a disconnect switch near the panel to visually disconnect the control panel from the power source. All electrical work shall be done according to NEC and local code requirements. The control panel must be grounded. Connect the source ground wire to the ground location in the panel. 6. The control panel is rated for indoor and outdoor use and contains a fuse for the air pump. An electrical malfunction in the air pump or wiring to the air pump will cause the fuse to blow. The control panel also contains a pressure switch and visual and audible alarm. Loss of air pressure - Eaused by air pump system malfunction or a high water level in the treatment plant will cause the alarm to sound and light to illuminate. 7. Attach control panel to suitable mounting surface using all four mounting holes on back of box. Use proper screws of sufficient length to insure a secure and permanent mounting. S. Control panel is rated for outdoor service, however, do not place it where it can be immersed in risin`t water or where run -off water such as from a roof will fall on it. Do not mount it where it is subject to wetting from sprinklers, hoses, etc. 9. The control panel must never be connected to a circuit that is not properly grounded. Never connect the unit to a non - grounded circuit. If there is doubt, have a qualified electrician check for proper grounding. The control panel must be connected to a 20 amp ni ximun electric source equipped with a ground fault interrupter (GFI) circuit breaker. A standa: d circuit breaker can be replaced with a GFI circuit breaker which can be obtained from almost any store that sells electrical supplies. 10. After the control panel is properly mounted, connect conduit and install wiring as shown on drawings bound herein. 11. Install float switch wire from the control panel to the treatment plant. Wire can be dire::. burial type OF 600 volt or can be installed in schedule 40 pvc conduit. Use type THWN, 6C=: volt if installed in conduit. Wire must be buried in accordance with NEC table 300-5. If in doubt, bury 24" deep. Keep sufficient distance or depth from air line to avoid confusion_ cf pipes or damage to wiring during insta llation or repair of air piping. Connect to the flea: switch normally open contacts using underground rated compound filled wire nuts. 12. Connect the pressure.air tubing to the US" barb - fitting in the air piping system:.-The air zubin should be protected by conduit as shown on drawing. 13. Install 3/4" schedule 40 PVC piping between air pump and treatment unit. A minimum of i ground cover is recommended. 14. Turn power on to control panel. Air pump should start. 15. Check air piping joints for leakage using a soapy water solution. Repair if necessary and then carefully backfill air line and inlet and discharge piping and cover plant to grade level. 16. Re -check water level in the tank. 17. Plant is ready to receive incoming sewage. No special start-up procedures are required. The process is naturally occurring and does not require any special additives. IS. Test alarm circuit by momentarily squeezing air tubing and allowing air pressure to decrease. This should take a few minutes. Alarm should occur. Release air tubing and alarm should stop. Lift float in tank to horizontal position. Alarm should occur. Release float. Alarm should stop. The audible alarm can be turned off by flipping the toggle switch on the panel front door to the left. 19. Close cover on control panel and lock if necessary. 23. Retain these instructions for future reference. 20. In the event that a fuse blows, replace with time delay or slow blow, 125 volt minimum voltage rating and the same amp rating as the existing fuse. 21. The distribution of air to all droplines must be uniform. . If the air flow is not evenly distributed, check the air pump or the main air line. Spend time with your customer whenever possible. Review operation instructions. Be sir that the customer has a manual to keep. This saves valuable time avoiding return visits. 24. LVAR. 'G: Control panel contz ins high voltage and must only be installed and serviced qualified personnel. DELTA ENVIRONMENTAL PRODUCTS, INC. RECOMMENDED INSTALLATION PROCEDURE I. Excavation Dig hole from the side for accurate sizing. This reduces the bridging distance between the tank and undisturbed soil and provides good support for inlet and outlet pipes The bottom of the hole should be undisturbed and level. If leveling is necessary due to over excavation, use sand for fill.' Note: Never place tank directly on rock. Place at least six inches of sand bedding between the tank and rock surface. 2. Tank Placement Use the backhoe to set tank. Lifting lugs are furnished to lift the tank. Caution: Do not lift the tank by means of inlet or outlet pipe. Level tank to within "of horizontal plane. . Caution: A small amount of soil or sand should be used around the bottom of the tank to hold it in place. Sand is best. If excavated soil is used, tamp it underneath the tank to provide a good base. 3. Fill Tank With Water Place hose in 6" riser or 24" manway. Begin filling tank with water. J 4. Electrical Controls and Compressor Mount control panel and install fittings, tubing, and piping to tank and compressor location. Caution: Do not connect anything but the compressor into control panel otherwise you may blow the fuse in the control panel. 5. Inlet/outlet and air connections Properly make solvent cemented inlet, outlet . and air connections . 6. Filling the tank Finish filling. tank with water until it drains out of outlet. Begin backfilling with natural soil or a good backfill material. Caution: Tank should never be left empty in the ground. Always refill the tank with water after cleaning or pumping out. Never use soft wet clay as backfill. . 7. Air Distribution Turn the compressor on and check all air connections and piping for air tightness. Observe air /water mixture through 4 ". riser. Note: If electrical service has not been installed, for checking air distribution system during installation , use an extension cord to run compressor. Never leave the extension cord plugged in. Remove it after inspection is completed. `yarning: Possible Fire Hazard Do Not plug into main service equipment on power pole .Do Not use extension cords i :j . w. A;• i. a�. r;:. A:.: .`. i ti..� .i:G•aliifal: �Kri�U:l',w.}..'� -f':1 • 8. Final BackfillingBack'''should be mounded above grade slig..,iy to allow for settling. Tamp the backfill beneath the inlet, outlet and air piping to provide good support. 9. Trim Inspection Risers Trim inspection risers to proper length. The 4" aeration inspection riser also serves as a vent for the tank. Caution: The bottom of the 4" aeration riser must be above the water level for both visual inspection and ventilation. Both of the 6" and 4" top caps must be above ground level to'prevent ground water from entering •the risers. Caution: Care must be taken not to push the 6" Clarifier Inspection Riser down too far. This may cause damage to the effluent discharge tee assembly and the clarifier. Caution: Maximum burial depth - 2 feet from the bottom of the riser neck. For burial depths beyond 2 feet contact factory. For further details refer to the installation manual e • TREATMENT PLANT A B C D E F G H DF-10 ., ." 4' -1l �. to � -S 3, 16" 5'-6" . -� ��le 4'-5 ,, "' 5' -0" 10" 6' -O" 1 c: .' DF_ 0 4' -11 3/16" 4' -S 3/16" 6' -0" 4'-5 9/16" 5' - 0" 10" 6' -6" 1 ! . DF60A 5' -10 3/16" 5'-7 3/16" 5' -6" 5' -4 9/16" 5' -11" 10" 6' -0" I ' DF60 5'-7 3/1 • -4 6'-3" 5'-1 1/2" 5'-9" 11 1/2" 6'-9" IC DF i � 5 -0 1 /� " 5'-S 1, ? " 6 -9 " 5'-6" 6 -? " :�'� 11 l : � t 3l 7 -� , - : •. DF 100 6'-5 6/S -_ 7-6" -11 1/2" 6'-S" .'-0" S'-0" 1:1 DF 100;\. 5' -9 6 /S" ' " 5'-6" 8' -0" 5' -3" 6' -0" l' -0" S' -6" V':' DF 100B 6'-5 5/S" 6' -3" S' -0" 5' -11 1;'2" 6' -S" l'-1" S' -6" i'- • DF 160 8' -3 5/S" 8' -0" S' -0" 7' -9 1/2" S' -6" I' -0 3/4" S' -6" ! :,„ . Refer to Treatment Plant Drawings DIMENSIONS ..YaJ.�.: i.'.i. .u....u.. ' d'Wy. L+.. i. :�.4'vNal.'ir+uNi +..waiufii� .ia. Yi 1S;41 i.0 T. 17 A B Delta Environmental Products, Inc. I P.O. Box 969 Denham Springs, LA 70727 Air �- -- Cutlet UNE.1.4 To tank Air - - Outlet ROTARY To tcnk Plan View (with cover removed) f:r ^a• now ♦ - r -11-,I 11-18 . - w r ' -. . INN Section A—A OWN BY: C. COX 4' Cutlet ( Air Drop Line ary ii Alternate Access 0 As required Sewage Treatment Plant Model DF.o. DATE: SCALE: DWG. NO.: 1 / 29/97 N.T.S. CRT601 uw,G:i:f'sa. C Note: Se_ r. er.sEcn sheet fcr -c. -:er of cir crops - JCB NO.: N/A Grade Elev. l— Ili — r 1 1 - 1 t l I 1 I— -III III III III III II ) III 24" FLAT NON —SKID SURFACE 24" NON —SKID POLYETHYLENE COVER Delta' Environmental Products, Inc. P.O. Box 969 Denham Springs, LA .70727 DM BY: C. COX . 24" MANWAY COVER DATE: SCALE. 1 29 97 N.T.S. ii SECURED BY 4 STAINLESS STEEL TAMPER PRCCF SCREWS III -1 I I -I 1 1 -III -I 1 1 -i 1 1 I -I I l -1 I I- II I -1 I I -III -I :- AI L -EEL RED :7- 7 . 1 2" X (TY?. 2 PLACE NP1 DELTA ENVIRONMENTAL PRC INC. 1 -800- 219 -9183 NP2 MODEL DFXX —X XXXX GPO ANSI/NSF STD 40 CLASS 1 SERIAL NO. XXXXX Alternate Access Porgy IVodel Dr 50 „. DWG. NO.: CRT613 sC3 NC.: N/A TREATMENT PLANT TREATMENT CAPACITY (GPD) TOTAL VOLUME (GAL) AERATION VOLUME (GAL) CLARIFIER VOLUME (GAL) BOD LOADING (LBSiDAY) NO. OF AIR DROPS DF40 400 764 596 168 1.00 5 DF50 500 909 720 189 1.25 5 DF50A 500 • 925 732 - 193 . 1.25 5 DF60 600 1147 867 280 1.5 6 DF75 750 1438 • 1100 338 1.88 6 • DF100 1000 1926 1470 456 2.5 8 DF100A 1000 1926 .1429 497 2.5 S DF100B 1000 2191 1759 432 2.5 • 3 DF150 1500 2882 22•7 655 3.7 X SPECIFICATIONS MATERLALS OF CONSTRUCTION: Suffix M - Aeration Tank -Steel Cover -Steel Clarifier - Fiberglass Suffix F &FF - Aeration Tank - Fiberglass Cover - Fiberglass Clarifier - Fiberglass Suffix_C - Aeration Tank - Concrete Cover - Fiberglass Clarifier - Fiberglass Suffix CA & CC Aeration Tank - Concrete Cover - Concrete Clarifier. - Fiberglass Model Compressor Motor full Measured Electrical load AMPS Operating. Requirements Watts DF -40 5060A 1.75 63 Watts 115. volt - single phase • DF -50 5060A/5080S , . 1.75/2.1 63/85 Watts 115 volt - single phase , DF -60 5080S 2.1. 85 Watts 115 volt - single phase , DF -75 5100S 2.71 110 Watts 115 volt - single phase I DF -100 (2)5080S (1)QR -0080 (2)2.1 (1)10.4 (2) 85 Watts (1)640 Watts 115 volt - single phase DF -150 (3)5100S (1)QR -0100 (3)2.71 (1)10.4 (3)110 Watts (1) 850 Watts 115 volt - single phase PARTS LIST: . Aeration Tank Clarifier Air Distribution System Access Cover Discharge Piping Assembly .... . Air Pump Assembly Sample Port Control Panel High Water Float Switch Electrical Requirements ITEM MATERIALS OF CONSTRUCTION 1 See Above 2 See Above 3 PVC 4 Polyethylene 5 PVC 6 See Air Pump Parts List 7 PVC 8 NEMA 3R Steel or NEMLA 4X Fiberglass 9 Polyethylene - :,•:.y: .,. •.* • a ■•, x tw: . �».: ......at.- i�V • • • • • • MEETS PUBLIC HEALTH STANDARD DISPOSABLE INSERT NO SPECIAL ATTENTION OR MEASUREMENT • NO ADDITION OF DANGEROUS CHEMICALS HUNDREDS OF GALLONS ARE PURIFIED FOR EACH PENNY OF OPERATING COST DESTROYS FECAL COLIFORM 'UIflECT BURIAL UV WASTEWATER DISINFECTOR GPM 6 ULTMVIOLET DI51fircCT01l UV 'The DIsInfector ", Inc. 1.077.770.1500 A NOTE: TEST PERFORMED BY A THIRD PART TESTING LABORATORY FOLLOWING STANDARD 40 CLASS I AEROBIC TREATMENT UNIT FOR A' SIX MONTH PERIOD WITH A MEDIAN CONCENTRATION OF 10 C F- U /'I O O ML. ALL MICRO- ORGANISMS ARE SUSCEPTIBLE TO ULTRAVIOLET DISINFECTION • NO DANGER OF OVERDOSING • WASTE IS DISINFECTED AS SOON AS IT LEAVES THE UNIT • SIMPLE INSTALLATION AND MAINTENANCE • PROVIDES CONTINUOUS DISINFECTION • NO CHLORINE CORROSION PROBLEMS Z } Z Z a , W J U 0 CO CO W J F— N LL W O co LLa = a l•-• w Z = H O w ~ • w U � O N a w I W I— H Li. O Z U N H = O ~ Z 12/29/2003 1.5:53 FAX 253 383 1557 PCSA 41002 fge://C:1Docurcoms%20and%20Settings\TbomasCtLoczlY.20Sculnip \Temposire/.201nlerne4%20FileMOLK8 Vunot 2-21. d. Page 1 oil 103 E4 J WNG rr:PAt:IIMP:NT 17129/7J101 • Public Health Seattle & King County HEALTHY PEOPLE. HEALTHY COMMUNITIES. Alonzo L. Plough, Ph.D., MPH, Director and Health Officer September 9, 2003 R.A. Owen 5594 S. Langston RD Seattle, WA 98178 Re: Site Application Review Approval with Conditions Dear Robin: Public Health has received your Site Application for the proposed 3 - Bedroom septic system located at the above referenced property. It has been reviewed in accordance with the King County Board of Health Code Title 13. Based on this review, it has been approved with the following comments and conditions: 1. Prior to Stub - Out release the owner shall provide a recorded covenant agreeing to operate, maintain and report the performance of the system in accordance with the manufacturer's recommendations and Title 13. Also maintain in effect at all times a maintenance contract with a service provider who is approved by the manufacturer and the Health Officer. 2. Prior to calling in for a Pressure Test the permanent protective drainfield barrier must be installed. If you have any questions, please contact me at (206) 296 -9738 between the hours of 8:00 AM and 5:00 PM or leave a message on my voice mail. Sincerely, Address: 1333156 Ave S Parcel No: 217200 -0150 Owner: Charlie Penor Jarone Baker, R.S. Health and Environmental Investigator II Community Environmental Health cc: City of Tukwila Permit Center Charlie Penor Eastgate Environmental Health 14350 SE Eastgate Way • Bellevue, WA 98007 T (206) 296 -4932 F (206) 296-4919 • www.metrokc.gov /health Punted on Recycled Paper. Activity: ON0062380 City of Seattle Gregory 1. Nickels, Mayor CITY OF TUI4y SEP 2 5 2003 PERMIT CENTER O King County Ron Sims, Executive V ;; Public Health, Seattle ant ing County Site Design Application Form for Individual On -Site Sewage System (OS5) (Submit 5 copies of application with 4 copies of plans) Approximate Site Address: Name and address of property owner Applicant Name Designer 13331 56TH AVE S T ENOR, CHARLIE Last First I R. A. OW EN PROPERTY INFORMATION: Parcel # 1 2 1 1 17 12 10 10 1 0 1 1 1 b 1 u Subdivision Name: I 1 5 1 7 5 Property Size I I I I I I I Sq. ft. Acreage: Public Water Supply Name: TUKWILA APPROVED (date): 919 / 003 BY: Comments Dual - t')t)T Sec Co ud-U Ie+Fur amTetloR SAME AS APPLICANT Street Address 6304 33RD AVE S I City -Zip Code Phone 5594 S. LANGSTON RD. Street Address I City -Zip Code SEATTLE 98178 THIS IS NOT A PERMIT Section: 1 1 1 1 I .3 5 Distance from property line to nearest sewer: 12 10 10 1+ Water Supply I 1 (IP) I = Individual I ✓1 Group A Supply I. Group B Supply DISAPPROVED (date): BY: See attached Site Deficiency Sheet. Any person aggrieved by any decision or final order of the Health Officer may file a written application for appeal to health officer within 60 calendar days of the date of the above decision. (Title 13. K.C.B.O.H. Chapter 13.12 - Sewage Review Committee). Mlforms/sewage/iorm.99. CS 13.15.97 REV. 8/4,9 White - District/Green - Audit/Yellow-Designer/Pink- Owner/Yellow - License & Permits ATTACH A DETAILED ROUTE! DIRECTION MAP FOR LOCATING THE PROPERTY. Legal Description Attached ❑ Township: 1 1 j Range: 101 4 Lot:I I I I Block: I 1 1 I Rural Area ❑ • Urban Area £tom I ID# Activity Number Phone Department Use Only 206- T72- 4/40 CELL 206 - 930 - 0802 Sensitive Area: IV I (Y ?N) If yes, specify I WI (L,W,O) L = Landslide W = Wetlands 0 = Other SYSTEM INFORMATION: New System • IX I Repair Design 1 1 Correction of OSS Failure? I I Y ?N Detailed Plans Attached (4 sets) I Y Y Y ?N Type of Building I I I F I. I SF = Single Family MF = Multiple Family COMM = Commercial INST = Institutional Type of System Proposed: IA T UI — I P ID 1G= Gravity GP = Gravity with pump M = Mound SF = Sand Filter PD = Pressure Distribution HT = Holding Tank CT = Composting Toilet E = Experimental 0 = Other Dates Soils Logged: 1 0 1 7 1 2 1 8 1 0 1 3 1 Soil Logs Data Attached: (Min. 4/lot) I Y I Y ?N Depth to Watertable or Restrictive Layer: 13 16 I Inches . Maximum Slope in Drainfield /Reserve Area CALCULATIONS: Number of bedrooms: 13 1 Total gallons /day (450 min.): I 41 5 1 0 I gal. Soil Texture Type (1A - 5) I 4 I Application Rate: I . • .6 1 gal /sq ft/day Total Absorption Area: I o b d,sq. ft. Trench Width 134. In6hes Total Drainfield Length: 12 i5 !2 1 ft. Septic Tank Size: I 1 71 51 01 gal. Garbage Grinder I NI Y ?N Pump (if needed) I I 1 I I gal. 500 ( D. 'TU I I I I Pam Chamber Size If needed 1 0 0 0 al. Trench De t min max : 1 2 / 2 14 I inches 1 01 01 % I understand that failure to comply with the Code of King County Board of Health Title 13 may result in the disapproval of the sewage system being proposed iri this application. Non-compliance mat lead to revocation of my Designer's Ce. ' to o , cv • • . ppropriate legal action by the Health nPnartment Designer's Signature: � Gt/�t�t WASHINGTON STATE # 5100226 Date: 8/5 FOR HEALTH DEPART ENT USE ONLY: NOTE: SYSTEM MUST BE INSTALLED BY A KING COUNTY CERTIFIED INSTALLER UNLESS OTHERWISE PROVIDED BY CODE gPre- construction meeting required between designer, installer, builder prior to permit issuance APPROVAL OF THIS DESIGN APPLICATION IS BASED SOLELY ON INFORMATION PROVIDED IN THIS APPLICATION AND DOES NOT CONSTITUTE PERMISSION TO BEGIN CONSTRUCTION OF THE PROPOSED SEWAGE DISPOSAL SYSTEM OR ANY OTHER IMPROVEMENTS ON THE SITE. THIS APPR(�1:� SHALL NOT BE CONSIDERED AN ASSURANCE, EITHER EXPRESSED OR IMPLIED. THAT DEVELOPMENT PERMITS FOR THE SITE WILL BE ISSUED. 1-�� THIS APPLICATION EXPIRES TWO YEARS FROM DATE OF APPROVAL. RECEIVED AUG 0 6 2003 GATE PUBLIC HEALTH ON -Srr -E SEWAGE DISPOSAL DESIGN A.T.U. - PD DRAINFIELD FOR: CHARLIE PENOR 6304 33RD AVE S. SEATTLE WA 98118 SITE: ADDRESS: 13331 56TH AVE S PARCEL # 2172000150 INSTALL: 750 GAL TRASH TANK WITH LOCKING RISERS TO SURFACE 500 GAL PER DAY A.T.U. AS SHOWN (WHITEWATER DF -50) WITH U V DISINFECTION 1000 GALLON PUMP CHAMBER & PUMP WITH LOCKING ACCESS RISER TO SURFACE. k 252 LIN. FT. 3 FT WIDE PRESSURE DISTRIBUTION , GRAVEL DRAINFIELD, AS SHOWN AND SPECIFIED. AND PER WASHINGTON STATE GUIDELINES DATED 4/5/99 ANY SOIL LOSS, OR DOWN SLOPE CUTS, (IN DRAINFIELD OR RESERVE AREA) MAY INVALIDATE THIS DESIGN RESULTING IN DENIAL OF INSTALLATION PERMIT STUBOUT INSPECTION : TO BE REQUESTED BY INSTALLER. (PLUMBING STUB MUST BE INSTALLED AND EXPOSED.) ASBUILT AND PRESSURE TESTS: FINAL INSPECTION: PROVIDE FILL MATERIAL (MAXIMUM 10% ORGANIC CONTENT) IF REQUIRED, FOR 12 INCHES MINIMUM DRAINFIELD COVER. IMPORTED MATERIAL TO BE STOCKPILED ON SITE PRIOR TO STUBOUT, UNLESS WAIVED BY HEALTH OFFICER AN OPERATION & MAINTENANCE CONTRACT WITH A QUALIFIED SERVICE PROVIDER MUST BE IN EFFECT PRIOR TO ISSUE OF PERMIT TO INSTALL, AS WELL AS A RECORDED NOTICE ON TITLE INSPECTION SCHEDULE: DATE: 8/5/03 PRESSURE TESTING TO BE CONDUCTED, BY INSTALLER, IN THE PRESENCE OF THE DESIGNER AND HEALTH DEPARTMENT SANITARIAN. AFTER P MP • NTR • PANEL I • MPL TELY WI • D • • R TI • WATER, IN PUMP CHAMBER , TO BE JUST BELOW "PUMP ON" LEVEL TO CONFIRM SPECIFIED DOSE VOLUME (48HR NOTICE: 206- 772 -4740 - FAX: 772 -0481) INSTALLER MUST PRETEST AFTER HARDWIRING. THERE WILL BE A CHARGE FOR EXTRA INSPECTIONS DUE TO FAILED PUMP TESTS. DESIGNER TO RECEIVE WRITTEN NOTICE TO INSPECT, AND SIGNED BACKFILL CERTIFICATION, AFTER ALL SPECIFIED COVER MATERIAL IS IN PLACE ( BY MAIL OR FAX) THE ABOVE INSPECTIONS, AND ANY ADDITIONAL INSPECTIONS, WILL BE CHARGED TO THE OWNER, OR BUILDING CONTRACTOR, AT THE CURRENT HOURLY RATE. ALL CHARGES WILL BE BILLED AFTER FINAL INSPECTION, AND PRIOR TO SUBMITTING ASBUILT PACKAGE FOR HEALTH DEPARTMENT APPROVAL. SHEET 2 OF 8 4. ?aktig' 'la0Sfil vY, PUMP ELEV: 09 15.6 Cr. C-" •=. tcfnce L2 35' PLUMBING ELEV: NO FOUNDATION CUT OR FOOTING DRAIN r curb to prevent traffic , 4•I0 28x3' OF (TYP) 6' TYP CONTROL POINT SW PROP 10 CORNER ' 50 ELEV: 18 10' I IL 20' 56TH AVE S 15.6 100 YEAR FLOOD PLANE 18 co A 52' V 100' MINIIMUM 108' 120' MAXIMUM SITE PLAN 3 - A OF 8 PARCEL # 2172000150 ;. 1 ,% 4_ :; 'I citcli?-co3 ELEV: 14 3 YEAR FLOOD PLAN EV: 15.6 t Cs: • • , 1 ..• HIGH WATER ELEV: 5.0. ELEV: 10' ELEV: 12 z • DUWAMISI' RIVER C l j PROPOSED 13325 0 PROPOSED .13331. 50.03' 533'4 1 00 H W 533'40'00"W _L_ 50. 3' • ELEV: 18 CONTROL POINT PROP . CORNER ELEV: 18 56TH AVE S 0) 13 0 o 0 • HIGH WA1Eli EV: 5,0 - ELEV: 10 SITE PLAN z 8 z - ELEV: 12 ELEV: 14 100 YEAR FLOOD PLANE ELEV: 15.6 ELEV: 18 14 12 DUWAMISH R`ER 10 • L3 10 100' 12 - 14 HIGH WATER SHEET 3 - B OF 8 PARCEL # 2172000150 , ...�ROVf p .: t COUNTY iazt, , RESERVE AREA SHOWN: 360 X 3' (SIZED .FOR TYPE 5 SOIL (1000 SO. FT MINIMUM) 302' TO SOUTH PROPERTY LINE z Z re W -J 00 WI N II- W Q 2 Q LLQ I 1- W I Z 1- 1- O Z 1- W W U � 0- W H� -O z W U= 0 z PRESSURE DISTRIBUTION NETWORK 3 FT WIDE GRAVEL TRENCHES 28 FT. CL 200 1 IN. PVC LATERAL 7 ORIFICES ON 48 INCH CENTERS SAME A 6 1 FT. TYP 9 FT. TYP T SYSTEM DISCHARGE (24 IN. RESIDUAL HEAD) LATERAL 7 3/16 IN. ORIFICES @ .59 GPM EA. = 4.13 GPM TOTAL 84 3/16 IN. ORIFICES @ .59 GPM EA. = 37.17 GPM SHEET 4 OF 8 36" 11. &Si .; 1 a t;J4i'u{l a �;: ri7ar finF �dls'vG ,1 3L 4 i1; FINAL GRADE PRESSURE DRAINFIELD DJSE (PUMP PANEL SPECIFICATIONS) INSTALL A PUMP CONTROL PANEL (RHOMBUS, OR ORENCO SYSTEMS) ON A TREATED 4 X 6 POST, IN A LOCATION WHERE HIGH LEVEL ALARMS CAN BE DETECTED, AND IS ACCESSABLE FOR MONfTORING. TIMER IS TO BE SET FOR A DOSE VOLUME OF 75 GALLONS AT A MAXIMUM OF 6 DOSES PER DAY. OFF CYCLE TO BE SET FOR 4 HOURS ON CYCLE TO BE SET IN MINUTES (FOR A 75 GAL. DOSE AFTER THE ACTUAL SYSTEM DISGHARGE, IN G.P.M., IS DETERMINED BY A DRAW - DOWN TEST. . PANEL IS TO BE EQUIPPED WITH A DOSE COUNTER, AND A PUMP RUN ELAPSED TIME METER. 36 IN. WIDE PRESSURE DRAINFIELD LATERAL (TYPICAL) COVERED VALVE RISER 1 INCH BALL VALVE k 4IN. CL 200 PCV MANIFOLD t`# ' #' # "# " #s#~ #�j # I 1 #~# IsI'l *, "#sl"l~l`I`t l I # t% t ~ #�# #�j # �# �1r# � #.l. #. # l ■ .1.. 1 , # .1 , , 4 , # , 1 , 1 , # , 1 4 t ... % %,� # s% COVER MATERIAL MAX. 10% ORGANIC C #N #� 4. t`# # #�# # 0 . # 1 # ... R # . # % 1 1 ` # % # , # # # ,.. 1 , 1 ` # # % ` l , # % # % # % 1 ` l ` # ` l,1,1 ` l 4 4 t 1 11111# 11411### # #1111# #1# #1111 #1 #11111♦ t 4 # r 1 1 # 1 11 SA. • is. 4 0 # 1 # � ♦ 4.1 A 1 % 1 11 1 4 1 ' 40 4 4 l t l 0 # 4 1 1 1 . r r r r` r• r•r•r •r•r•. GEOTEXTILE FILTER FABRIC,., • yy,•%•%•yy ■ti•ti•..••'•..•ti• '•1.1•..•„....1•ti•',•,•1•yti.• r•r•r•r•r 2 I N• •r•r•r•r•r•r•r•r•r•r•r•r ■r • r • r • r•r•r•r ■r • r • r•r.r•r 1.000y10% L•S.%....y•yyy.•yyy ■y.%.... 0000y1. ■y ...%0606.% e•r•r`r•r r• r• r• r• r• r• r• r• r• r` r•r•j•r•r■r•r•r•r•r•r•r•r•r•r• y`6 ' r .10 ""... 60%.%.%• yyyyyy� •yyyti•5,•y ■yyyyyyy•y•%.10 t r!l •1 •r! !r_ r:r:r!r_ r_ r_ r •r r:r r!.r •r •r!r_ r•r r!r!r. r!r!r!r_ r•t •rrrr:r 1 IN. CL 200 PVC LATERAL f**: r:, r:, r• j . j• j• j• j• j• j• j�j:,• 1: r: j: j•,• j:,: j:, :,:j:j:j:,:,:j:j�j�j:r•r•j�r•r• y•' L• 1,• yy• y• 1,• y yy• 1,•' I,• yy• yyyyyl ,•1,•1,•yyy1,•y'L•1.•ti•yyyyyyyy . . • r•r• r•,•,• r•r`r.r•r•r•r•r•r•r • r•r • r•r • r • r•r• r•r•r•r•r•r•r•r•r• : • 1,.• y. 0 ti% . y■ y■• y ■ yyy • . y• y. ti. y■ yyy. . y. y. y. 1,. y■•.■ y■ y ■ 0.1,•10 yy■yr10•101.•101.•'.•L•' .,.,• j. j■,.,.,. j.,.,.,. j., 606.1 0 . r.,.,■ ,.j.,.,.,., ■r•r•r•r•r•r•r•r•r.r y' LKy' L•' L• yyyyy ."10.110 • y.%.yS ,•yyyyyS ■ .,.,.j ■,.,. %• .,.,.,. j. j.,.,■,■,. j.,.,■,. ,•r•j ■r•r•r•r•r•r•r•j.r•r•r•r•r .•L•y■yyS. ,yL• .L•L■{..L.1.t•L.L.L•L.L.L■L•L.L.L•�.yyy1�•� •y .e.e r r •r•r•r•r•r•r•r� .{• . • �•r •r • r••r•r • r• ." "% % 1 - 1 /2 IN. WASHED GRAVEL yyyyyyy r•r•r•r•r•r•r•r� ' •r•r•r•r•r•r•� •'.e.e6•yy e.e.•'L•yy1�• yeti• ,.,■j.,.,.,.j.j• e. 1.• 1.• 5 . ,.,.j.j . j . j.r . j.,�■ 1 .••••yy.•' L•ti .e.e.j . j.j.r• r • ,•ti, ■ .'yy'y i %• %• %060 ,.,.,■.r . j 06.0.0 y• yyy' 1,• 1,, y y. y. y. 1,. y.• o. y. y. 1,.• y. y. y y• .•yy•S,•U•1.•yy1,•yy,.•,,.•.. r•r•r•r•r•r• r• r■ r ..v os 0 • r• r•r•r• r •r■r•r•r•r•r•r•r•, % ..... % . •'. j . j .,.,. j . j .,.,. j■j ■ •5�•L•yy0y•1.•'L•yy1�•1�•'•y1 •'L ■y•6•1�•yr•ti•1.•5 y• e:e 6.4. r.r.r•r•r• ti•y•' y1.•L ■ti' .,. ...... . j . .1 0 ,.,.j.,., ■,.j.,.j.j. L•'L•1�•1�•y'L• yeti• yyyy� •1.•yyy•y ■yy`y9••U•yyyyyy50y . r. j.,. j. j. j.,.,. j.,.,.,. j. j. ,.,•,■j.r.,.j.j.r•r•j.r.j.r.r.r r.f.r.l.r.1'.r.r. e.e.e 1 e.e .e.e.e.d'~ �l'tiyyyyyl�•y•1�•y•y y ..r e.e. '.e.e.e ~r.r ~r.f r TRENCH BOTTOM it 28 FEET SHEET 5 OF 8 4" INSPECTION PORT 12 IN 6 IN. CHAMBER SIZE GAL PER INCH DRAW DOWN 1000 GALLON 1100 GALLON 20 22 3.75 INCHES 3.4 INCHES SEWAGE FROM NCUSE PUMP CHAMBER MINIMUM CAPACITY: PUMP SCREEN MINIMUM SPECS: SUBMERSIBLE EFFLUENT PUMP: HIGH LEVEL ALARM: DOSE: FLOW: DOSE CYCLE DURATION: DRAW DOWN PER DOSE: trash tank (pump chamber A.T.U. max depth inlet outlet 12 inches ,18 inches 122 inches 119 inches NA 120 inches FINISHED GRACIE V EFFLU'"NT PUMP SPECIFICATIPNS PRESSURE DISTRIBUTION DRAINFIELD 1000 GALLONS. (DOSE: 75 GAL + ONE DAY FLOW : 450 GAL) = 525 GAL 1/8 INCH MESH (NON - CORROSIVE MATERIAL), MINIMUM SURFACE AREA: 12 SQ. FT. NOT TO INTERFERE WITH FLOAT SWITCHES, EASILY REMOVABLE FOR CLEANING. OR USE APPROVED EFFLUENT FILTER IN SEPTIC TANK OUTLET BAFFLE. 1/2 HP (GOULDS MODEL 3885 - WEO5H OR HYDRAMATIC SP50) VISUAL - AUDIO ON SEPERATE CIRCUIT FROM PUMP. 75 GALLONS. (SEE SHEET 5) 450 GAL PER DAY . 2 MINUTES : (75 GAL DOSE Q 37.2 GPM ) ACCZMS RIBS WFECURE S FLOATING SCUM MAT 11 I I I r WASTEWATER U I i TYPICAL SEPTIC TAN CUTLET °APPLE WfF1LTER E =FLUENT FRCM SEPTIC TANK Maximum ground water etev: SEE OSS SPEC SHEET 8 FINISHED GRACE EL1C'.L C :NNECTION TO CC•TRCL PANE- . I I EMERGENCY STORAGE DOSE VOLUME SZCIMENT SE✓IMENT I Ac ESS atSER 'NY/SECURE UO 1 TYPICAL PUMP TANK SHEET 6 OF 8 QUICK CISCONt1ECT C-IECA VaL`: REMOVABLE FLO MOUN I AL .7M FLOAT (I I I Orr FLOAT I '.,Fr F OAT REDUNDANT - CF= FLOAT SUBMERSIBLE �T� I PUMP • FEET WE15H 1.5 HP WE I 1 HP ••■,, II WEO7H 7/10 HP 4- WEO5H 1/2 HP WEO3M 3/10 HP 1 1 1 1 1 GOULDS - MODEL 3885 90 70 60 40 30 20 TDH - I 31 10 10 T. U TO E.ILDRADIREI.r PRE_MIRENETWORK_P_UMP 20 30 40 50 60 80 90 100 110 SELECT: - 1/2 HP PUMP CAPACITY: 69 GAL PER MIN. FRICTION LOSSES F = (L) X (Q/K) 1.85 SHEET 7 OF 8 120 GPM ' 4.1.1*.i41;.1.41.23daila` ' 104 J411 • 41 A. *ftW1 A I B I C I D I E I F G 1 CL. 200 PVC I GPM/TABLE K I YX 1.85 = I X LENGTH = /3 = I X NO. OF LAT. LOSS (FEET1 1 2 I 137.2/315.2= I ---T I 3 2" TRANSPORT 0.118 0.01921 X 100 = 1.92 NA I NA 1 2 4 1 --- , 37.2/1783.9 = I 5 4" MANIFOLD 0.0209 0.0008IX 73 = •.0567T 0.0189F NA 0.02 6 4.13/66.5 = -- 1 7 1." LATERAL 0.0621 0.0059IX 28 = .1638 0.0546: X 9 = .4915 0.5 8 1- 1 1 9 1 -7 ; RESID. HEAD 10 . i , 1 11 , , . ELEV. LIFT 8 1 2 I 1 L 12.52 1 3 • 1 , ! TOTAL DYNAMIC HEAD FEET WE15H 1.5 HP WE I 1 HP ••■,, II WEO7H 7/10 HP 4- WEO5H 1/2 HP WEO3M 3/10 HP 1 1 1 1 1 GOULDS - MODEL 3885 90 70 60 40 30 20 TDH - I 31 10 10 T. U TO E.ILDRADIREI.r PRE_MIRENETWORK_P_UMP 20 30 40 50 60 80 90 100 110 SELECT: - 1/2 HP PUMP CAPACITY: 69 GAL PER MIN. FRICTION LOSSES F = (L) X (Q/K) 1.85 SHEET 7 OF 8 120 GPM ' 4.1.1*.i41;.1.41.23daila` ' 104 J411 • 41 A. *ftW1 FEATURE / COMPONENT LOCATION SPECIFICATION DIMENSION / ELEVATION I TRANSPORT DIAMETER I MINIMUM MAXIMUM RESTRICTIVE LAYER SOIL LOG #1 ELEVATION 15.5 4 MANIFOLD LENGTH 73 FEET # 2 LATERAL DIAMETER 1 INCH 15.5 LATERAL LENGTH 28 FEET # 3 LATERAL SPACING 9 12 8 NUMBER OF LATERALS 9 # 4 9 ORIFICE DIAMETER 10.5 1 0 DESIGN CONTROL POINT SW prop corner DESIGNATED ELEVATION INVERT ELEVATION 18 14.5 18 PLUMBING STUB SEPTIC TANK OUTLET INVERT ELEVATION 14 14.25 RESIDUAL HEAD 2 FEET TOP COVER MATERIAL 6 INCHES 36 INCHES BUILDING SEWER FLOW PER LATERAL ASTM 3034 4 IN 6 IN 37.17 GAL. PER MIN. • GRADE (SLOPE) 0.01 0.01 DRAIN FIELD TRENCH BOTTOM DEPTH 12 INCHES 24 INCHES TOP COVER MATERIAL 12 INCHES 24 INCHES PVC PIPE ( ASTM D2241 LATERALS PRESSURE CLASS 160 PSI 200 PSI TRANSPORT I 200 PSI 200 PSI . I ASTM D1785 PARCEL # OSS SPECIFICATIONS PRESSURE DISTRIBUTION NETWORK SHEET 8 OF 8 • COMPONENT QUANTITY I DIMENSION 1 TRANSPORT DIAMETER I 2 INCH 2 TRANSPORT LENGTH 100 FEET 3 MANIFOLD DIAMETER 4, INCH 4 MANIFOLD LENGTH 73 FEET 5 LATERAL DIAMETER 1 INCH 6 LATERAL LENGTH 28 FEET 7 LATERAL SPACING 9 FEET 8 NUMBER OF LATERALS 9 EACH 9 ORIFICE DIAMETER 3/16 INCH 1 0 ORIFICE SPACING 4 FEET 1 1 ORIFICES PER LATERAL 7 EACH 1 2 TOTAL ORIFICES 631 EACH 1 3 RESIDUAL HEAD 2 FEET 1 4 FLOW PER ORIFICE 0.59 GAL. PER MIN. rGAL. I GAL. PER MIN. 5 FLOW PER LATERAL VARIES 1 6 TOTAL SYSTEM DISCHARGE 37.17 GAL. PER MIN. PARCEL # OSS SPECIFICATIONS PRESSURE DISTRIBUTION NETWORK SHEET 8 OF 8 LOG # DESCRIPTION TYPE 1 SANDY LOAM W/ RESTRICTIVE LAYER @ 36 INS. 4 2 SAME . . 3 SANDY SILT LOAM W/ RESTRICTIVE LAYER @ 24 INS. 5 4 SANDY SILT LOAM W/ RESTRICTIVE LAYER @ 24 INS. 5 5 6 R. A. OWEN OFFICE.: (206) 772 -4740 FAX.: (206) 772 -0481 PENOR NAME SOIL LOG 7/28/03 DATE PARCEL # 2172000150 LOCATION _ TO TUKWILA INTERURBAN AVE S m NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. INSTALLATION INSTRUCTIONS ONL Y FOR USE BY CERTIFIED, LICENSED INSTALLER 1. Prepare an excavation, having a diameter approximately one foot larger than the tank and depth that will allow approximately 3 inches of the inspection port to extend above normal ground level. Backfill with a 6 inch laver of sand or gravel if otherwise unable to provide a smooth, level, compact base. We recommend that the hole be roped off in some fashion to prevent injury to passersby. Utilizing lining lugs provided, place the plant in the excavation so that the inlet and outlet line up with the sewer piping. The inlet line should slope down toward the plant and the outlet line should slope down away from the plant. The plant should be level within 1/2 inch, edge to edse. 3. Position inlet and outlet lines and make connections as necessary, depending upon the construction materials. The inlet line should be inserted and slued into the inlet elbow ancl the discharge line should be inserted and glued into the outlet coupling. Note: Open inspection port and make sure discharge tee assembly is level and centered in clarifier prior to attaching discharge piping. Fill the tank with water until water flows from the discharge before backfilling. Backfill around plant, up to the bottom of the discharge connections. Do not install the air pump(s) in a low lying area where water may accumulate. The air pump should be installed near the control panel and within 100 ft.. of the tank. Air pump can �e installed outdoors or in a clean, well ventilated area, such as a tool room, garage, etc. If the linear air pump is to be installed in an additional enclosure. the enclosure must be approved by Delta in writing. 5. Mount the control panel in an area such that the alarm can be heard and be readily observed. A 3 -wire grounded GFI circuit is required for safety. Install a disconnect switch near the panel to visually disconnect the control panel from the power source. All electrical work shall be done according to NEC and local code requirements. The control panel must be grounded. Connect the source ground wire to the ground location in the panel. 6. The control panel is rated for indoor and outdoor use and contains a fuse for the air pump. An electrical malfunction in the air pump or wiring to the air pump will cause the fuse to blow. The control panel also contains a pressure switch and visual and audible alarm. Loss of air pressureaused by air pump system malfunction or a high water level in the treatment plant will cause the alarm to sound and light to illuminate. 7. Attach control panel to suitable mounting surface using all four mounting holes on back of box. Use proper screws of sufficient length to insure a secure and permanent mounting. • • S. Control pane! is rated for outdoor service, however, do not place it where it can be immersed in rising water or where run -off water such as from a roof will fall on it. Do not mount it where it is subject to wetting from sprinklers, hoses, etc. 9. The control panel must never be connected to a circuit that is not properly grounded. Nei: e: z connect the unit to a non - `rounded circuit. If there is doubt, have a qualified electrician = z check for ro er grounding. The control panel must be connected to a 20 amp max irnu n w P P p P ...: 2 electric source equipped with a around fault interrupter (GFI) circuit breaker. A standard ce J v circuit breaker can be replaced with a GFI circuit breaker which can be obtained from almost 0 co 0 any store that sells electrical supplies. J = F 10. After the control panel is properly mounted, connect conduit and install wiring as shown .n w 0 0 drawings bound herein. 2 u.Q 11. Install float switch wire from the control panel to the treatment plant. Wire can be direct. N d burial type LIF 600 volt or can be installed in schedule 40 pvc conduit. Use type THWN, 6& :1 = w volt if installed in conduit. Wire must be buried in accordance with NEC table 300 If n z 1.- doubt, bury 24" deep. Keep sufficient distance or depth from air line to avoid confusion: of z uj pipes or damage to wiring during insta llation or repair of air piping. Connect to the {lc a: j switch normally open contacts using underground rated compound filled wire nuts. o 0 O- 0 I- 12. Conunect the pressure.air tubing to the 1/8" barb - fitting in the air piping system:.•The air zubin_ = v should be protected by conduit as shown on drawing. ~ ~ `—`o .. z 13. Install 3/4" schedule 40 PVC piping between air pump and treatment unit. A minimum of v co - I • oI- z ground cover is recommended. • 14. Turn power on to control panel. Air pump should start. 15. Check air piping joints for leakage using a soapy water solution. Repair if necessary and then carefully backfill air line and inlet and discharge piping and cover plant to grade level. 16. Re -check water level in the tank. 17. Plant is ready to receive incoming sewage. No special start -up procedures are required. The process is naturally occurring and does not require any special additives. 1S. Test alarm circuit by momentarily squeezing air tubing and allowing air pressure to decrease. This should take a few minutes. Alarm should occur. Release air tubing and alarm should stop. Lift float in tank to horizontal position. Alarm should occur. Release float. Alarm should stop. The audible alarm can be turned off by flipping the toggle switch on the panel front door to the left. 19. Close cover on control panel and lock if necessary. 20. In the event that a fuse blows, replace with time delay or slow blow, 125 volt minimum voltage rating and the same amp rating as the existing. fuse. 21. The distribution of air to all droplines must be uniform. If the air flow is not evenly distributed, check the air pump or the main air line. Spend time with your customer whenever possible. Review operation instructions. Be ssr-z that the customer has a manual to keep. This saves valuable time avoiding return visits. 22, 23. Retain these instructions for future reference. 24. LVARNTNG: Control panel contains high voltage and must only be installed and serviced qualified personnel. DELTA ENVIRONMENTAL PRODUCTS, INC. RECOMMENDED INSTALLATION PROCEDURE I. Excavation Dig hole from the side for accurate sizing. This reduces the bridging. distance between the tank and undisturbed soil and provides good support for inlet and outlet pipes The bottom of the hole should be undisturbed and level. If leveling is necessary due to over excavation, use sand for fill. Note: Never place tank directly on rock. Place at least six inches of sand bedding between the tank and rock surface. 2. Tank Placement Use the backhoe to set tank. Lifting lugs are furnished to lift the tank. Caution: Do not lift the tank by means of inlet or outlet pipe. Level tank to within 1 / "of horizontal plane. . Caution: A small amount of soil or sand should be used around the bottom of the tank to hold it in place. Sand is best. If excavated soil is used, tamp it underneath the tank to provide a good base. 3. Fill Tank With Water Place hose in 6" riser or 24" manway. Begin filling tank with water. 4. Electrical Controls and Compressor Mount control panel and install fittings, tubing, and piping to tank and compressor location. Caution: Do not connect anything but the compressor into control panel otherwise you may blow the fuse in the control panel. 5. Inlet/outlet and air connections Properly make solvent cemented inlet, outlet . and air connections . 6. Filling the tank Finish filling tank with water until it drains out of outlet. Begin backfilling with natural soil or a good backfill material. Caution: Tank should never be left empty in the ground. Always refill the tank with water after cleaning or pumping out. Never use • soft wet clay as backfill. 7. Air Distribution Turn the compressor on and check all air connections and piping for air tightness. Observe air /water mixture through 4 ". riser. Note: If electrical service has not been installed, for checking air distribution system during installation , use an extension cord to run compressor. Never leave the extension cord plugged in. Remove it after inspection is completed. Warning: Possible Fire Hazard Do Not plug into main service equipment on power pole .Do Not use extension cords • r . 8. Final BackfillingBackfill iuld be mounded above grade slightly 1 .o allow for settling. Tamp the backfill beneath the inlet, outlet and air piping to provide good support. 9. Trim Inspection Risers Trim inspection risers to proper length. The 4" aeration inspection riser also serves as a vent for the tank. Caution: The bottom of the 4" aeration riser must be above the water level for both visual inspection and ventilation. Both of the 6" and 4" top caps must be above ground level to'prevent ground water from entering 'the risers. Caution: Care must be taken not to push the 6" Clarifier Inspection Riser down too far. This may cause damage to the effluent discharge tee assembly and the clarifier. Caution: Maximum burial depth - 2 feet from the bottom of the riser neck. For burial depths beyond 2 feet contact factory. For further details refer to the installation manual • TREATMENT PLANT A B C D E F G H D F40 4' -11 3/16" 4' -3 3/16" 5' -6" 4' -5 9/16" 5' -0" 10" 6' -O" 1::" DF= 0 4' -11 3/16" 4' -3 3/16" 6' -0" 4' -5 9116" 5' -O" 10" 6' -6" 1C, . . DF50:A 5' -10 3/16" 5' -7 3/16" 5' -6" 5' - 9116" 5' -11" 10" 6' -0" 1 C ' DF60 5 3/4" . 5'-4" 6' -3" 5' -1 1/2" 5' -9" 11 1 / 6' -9" IC Fi5 5 -0 l _ 2 n .5 1/? " 5 -S " ' 11 5'-6" 6 —2 11 1 " 1 3" 7 -� ' , .' . . • DF 1 GO ,� 5/8" � -5 5IS •^•" 6 -_ _ " ; -6 5 -11 l: _ ' 1/2" 6'-8" 1 -0 " , . S'-O" : _ DF 100 A 5' -9 5/S" • . 5' -6" 3' -0" 5' -3" 6' -0" 1' -0" S' -6" '_': " F 1 vOB 6 -5 5/S 5/8" ' ;," 6'-2" S'-0" 2 :� 5 -11 1; _ 6'-S" " , � • 1 -1 S'-6" � '- DF 150 8'-3 5 /S" 3' -0" S' -0" 7' -9 1/2" S' -6" 1' -0 3/4" S' -6" 1: • r . Refer to Treatment Plant Drawings DIMENSIONS A 8 III�� Air Cutlet LINEAR To tank Air r Outlet ROTARY To tcnk t'r 1,,A• L T� & •- ........r. Plan View (with cover removed) Deflector -\ Delta Environmental Products, Inc. P.O. Box 969 Denham Springs, IA 70727 Section A —A DV.N BY: DATE: C. COX 1/29/97 71TJ ,7r.Ag4F7. 4" Cutlet Air Drop Line tlr- �r�ir- il�-tt Ir-tr} ie-�tr . — . —. —:- I/DI� I I •Q' A l t e r n a t e • Access D As recuired C Note: See r.s:Cn sheet fcr cir crops r Sewage Treatment Plant Model DF.°. • SCALE: DWG. NO.: JC8 .1O.: N.T.S. CRT601 N/A Strri 1' Grade Elev. 24 FLAT NON —SKID SURFACE 24" NON —SKID POLYETHYLENE COVER ' � 1 I I - n - � 1-I 1 1 -I � �— 'I I I--I I II I I r I� II III I I I III' Delta Environmental Products, Inc. P.O. Box 969 Denham Springs, LA .70727 4) 24" MANWAY COVER SECURED BY 4 STAINLESS S FEEL TAMPER PRCCF SCREWS 1 1 I -1 I I -i I I- iii -i i 1 -; i - I I I I III =III =11 I =111 =1 ! :_ A I� 2 -X5 QTY?. 2 PLACES. NAME PLATE DATA NP1 DELTA ENVIRONMENTAL PRCCUCTS, INC. 1 -800- 219 -9183 NP2 MODEL OFXX —X XXXX GPO ANSI/NSF STD 40 CLASS 1 SERIAL NO. XXXXX Alternate Access Porgy N OWN BY: DATE: SCALE: DWG. NO.: JCB NC.: C. COX 1 /29/97 . I N.T.S. CRT613 N/A :��N 09- .. 4FIY91'i.tfYktiv142•. , - .....� . aw.•. �•n � +w.+sm =. vc..- .•m.w�n..,..... �,�.......n.S•- ...4,TeN.`T�M �.t ..�R4•• •�y^.�w .. .'yl rF ! i �^ TREATMENT PLANT TREATMENT CAPACITY (GP D) TOTAL VOLUME (GAL) AERATION CLARIFIER VOLUME VOLUME (GAL) (GAL) BOD LOADING (LBS DAY) NO. OF AIR DROPS DF40 400 764 596 168 1.00 5 DF50 500 909 720 189 1.25 DF50A 500 • 925 732 • 193 1.25 DF60 600 1147 867 280 1.5 6 DF75 750 1438 . 1100 338 1.88 6 • DF100 1000 1926 1470 456 2.5 8 DF100 A 1000 1926 1429 497 2.5 S DF100B 1000 2191 1759 432 2.5 . R DF150 1500 2882 2227 655 3.75 S 4 1 \i x MATERIALS OF CONSTRUCTION: SPECIFICATIONS Suffix M - Aeration Tank -Steel . Cover -Steel Clarifier - Fiberglass Suffix F &FF - Aeration Tank - Fiberglass Cover - Fiberglass Clarifier - Fiberglass Suffix . 0 - Aeration Tank - Concrete Cover - Fiberglass Clarifier - Fiberglass Suffix CA & CC Aeration Tank - Concrete Cover - Concrete Clarifier - Fiberglass Model Comp_ ressor Motor full Measured Electrical load AMPs Operatin Requirements Watts DF -40 5060A 1.75 63 Watts 115, - single phase DF -50 5060A/5080S • . 1.75/2.1 63/85 Watts 115 volt - single phase DF -60 5080S 2.1. 85 Watts 115 volt - single phase DF -75 5100S 2.71 110 Watts 115 volt - single phase DF -100 (2)5080S (1)QR -0080 (2)2.1 (1)10.4 (2) 85 Watts (1)640 Watts 115 volt - single phase DF -150 (3)5100S (1)QR -0100 (3)2.71 (1)10.4 (3)110 Watts (1) 850 Watts 115 volt - single phase PARTS LIST: Aeration Tank Clarifier Air Distribution System Access Cover Discharge Piping Assembly .... . Air Pump Assembly Sample Port Control Panel High Water Float Switch Electrical Requirements • ITEM •MATERL4LS OF CONSTRUCTION 1 See Above 2 See Above 3 PVC 4 Polyethylene 5 PVC 6 See Air Pump Parts List 7 PVC 8 NEMA 3R Steel or NEMA 4X Fiber lass 9 Polyethylene z I • w 6 00 N O cn w -i 1.- 0 u) d �w z �- zI- 11.1 Lu UCI 0 0 H W 1 9 O .. z U= 0 I— z MEETS PUBLIC HEALTH STANDARD • DISPOSABLE INSERT 0 NO SPECIAL ATTENTION OR MEASUREMENT A NO ADDITION OF DANGEROUS CHEMICALS 0 HUNDREDS OF GALLONS ARE PURIFIED FOR EACH PENNY OF OPERATING COST • DESTROYS FECAL COLIFORM UV WASTEWATER DISINFECTOR 'DIRECT DUIlIAL GPM 6 ULTRAVIOLET DISITIrCCTOR UV "The Dlslnfeclor ", Inc. 1.077.770,1500 ' Th? �nY{ K# ttt tY¢^ 4FS6MY3W .rik*H:+`�YRYa.+'frgfra5m —?¢ 4 NOTE: TEST PERFORMED BY A THIRD PART TESTING LABORATORY FOLLOWING STANDARD 40 CLASS I AEROBIC TREATMENT UNIT FOR A SIX MONTH PERIOD WITH A MEDIAN CONCENTRATION OF 10 CFU /100 ML. ALL MICRO- ORGANISMS ARE SUSCEPTIBLE TO ULTRAVIOLET DISINFECTION • NO DANGER OF OVERDOSING • • SIMPLE INSTALLATION ' AND MAINTENANCE PROVIDES CONTINUOUS DISINFECTION • WASTE IS DISINFECTED AS SOON AS IT LEAVES THE UNIT NO CHLORINE CORROSION PROBLEMS Z } re W QQ � JU O U 0 • W J F- • u_ W 0 u Q co = a � Z = H 1— 0 L U uj U O N O H W IH LLO Z IL/ • = O ~ Z Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59` Ave. S. Tukwila, WA 98168 }- w Office: (206) 242 -7665 Fax: Same CC 2 0 U) U) u_ w • Q Subject: Foundation Depth Guidance - Finished Grade Determination, New Residence, = d 1-w Z I- 0 Z ~ • w U O ( May 10, 2004 City of Tukwila Attn: Building Department 13351 56th Avenue S., Tukwila, WA (D03 -297, C. Penor) Dear Sir: 1. The foundation cuts for the base of the stemwall footing for the above new residence were cut 6" to 12" below grade. Based on a site visit, they were noted to be below topsoil and on undisturbed soil. Code requires a finished depth for the base of the foundation wall to be a minimum of 18 ". 2. It is recommended that the area immediately around the outside of the footing. be backfilled so that the finished grade provides an outside depth of cover of the minimum 18''. 3. This will have the advantage of raising the foundations farther above the saturated soil level during a high water level event of the adjacent Duwamish River. It will have the additional advantage of draining surface runoff away from the crawlspace area in a more positive way during general storm events. 4. Questions relating to this matter may be directed to this office. nice S. MacVeigh, P.E. Civil Engineer PENOR09.doc RECEIVED MAY 1 1 2004 BUILDING DEPARTMENT z May 10, 2004 City of Tukwila Attn: Building Department Dear Sir: Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59 Ave. S. Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same Subject: Foundation Soil Bearing Pressure, New Residence, 13351 56th Avenue S., Tukwila, WA (D03 C. Penor) 1. Based on the dense silty sands on the above site, a design bearing pressure for foundations of 2,000 PSF is acceptable. 2. Questions relating to this matter may be directed to this office. Bruce S. MacVeigh, P.E. Civil Engineer PENOR11.doc RELIVED MAY 1 1 2004 DEPARTMENT September 10, 2004 RE: Permit # D03 -297 Penor Residence z z CC 6 6 UO . CO o . W I I-- SQ U lu 0 g Q I w z= 1- 0 z �- • W t D cl O � O I- W I- -- O co 0 I am requesting an extension on my permit beyond the September 21 deadline since my construction will not be finish on time. Please call at (206)817 -2049 should you have any questions. 4 4- i'i. 61 zU uv : , L , r s t r z ■ TO: FROM: DATE: SUBJECT: Thank you! City of Tukwila Department of Public Works Richard Takechi Laurie Werle $1) 04/29/03 Penor Residence 13351 56 Ave S Permit No.: D03 -297 (P:Laurie- Permit/Permit Refund Penor 042904) MEMORANDUM Please draw a check in the amount of $5,300.00 (five thousand three hundred dollars) to be payable to Charlie P. Penor, Jr., 1125 30 Ave. S, Seattle WA 98144. This check is reimbursement for permit fees for a 1" water meter and the Cascade Water Alliance fee. The water meter and service line is to be permitted by Water District #125 per Dave McPherson, Public Works Development Engineer. Steven M. Mullet, Mayor James F Morrow, P.E., Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 433 -0179 • Fax: 206-431-3665 Ya! •q� 1 �f 1 li rr ' rt Yf! I'�l. •r ,��i'� CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206-431-3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 -431 -3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district 1 r - 11r r''':e Nr M1t S ,a. •74' l 'INN v y . � i.,'r'�•.�. t. J. 1 1 "WA!. Y �uj 11+�S y , tytli., It dl:•.M�� �'...�. :�f • •1 t,. f . ; .. J .{ , �: I. y "r'UrrN'f h T r '� y1 }�� y al ' J ''� 1'y, h. �` ' �'' �Ir l' Ir ;, l�5 r .iy�� �,t.t!J!An.' I 1 6 \: l � A .1..; •t,v. �Jyrr; -, i:,f.;-y.,, :l V; t ,,. .roN t, i „td...,,,.. ,'t.h'. 4f1� »LI.,<. i' n , r1n. Site address (attach map and legal description showing hydrant location and size of main): vk 1 ( lc VA t,I r�rtl /r •'F I ' r �A`,•0 t ,,,.1, :1;rat.'.44'0Ali:r,ta•'inc� ,r,'i• ;..r.n42vr : .y: lt� { ��� "i \f "� ;Il'7r � �:'��, . • • �.. Name: Address: Phone: 1: r. . c ..ar � .,- r..rn .r.� .�t ., Fr�f61 :'C "�^ " +FT• 6,T 'c' {'; , w• .1/.YY.ner'i�[YIQ. . �4UQA.1?I�'f�• µ..6 l lt.1 • i .t ;1 ;.' ..(h':,+.t�,h..r.11.��'�'4•+7 Name: L -I pO L Address: 1 ; g Phone: J2o cC - ?o This certificate is for the purposes of: E . ., Residential Building Permit Commercial /Industrial Building Permit ❑ Preliminary Plat ❑ Rezone Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant td the closest point of structure is ft. Area is served byl (Water Utility District): Owner /Agent Signature (6)Fd PERMIT NO.: D03• v79 7 ❑ Short Subdivision ❑ Other tt(7.- 7)( (f Date '> T li''000:010413 t� t 1. The proposed project is within t �G 6t� 1�G . 2. No improvements required. 11 IA- I hereby certify that the above information is true and correct. /6\ Agenc /P one (9 W.tr—tKC c-o c r / z -J '���tt�,t. i_ ,>I ,:.�,• 4� fi� „� �S:fI' t ln�y';�r4 }, pri 4 '%J;� �' ;�,rdtr 'd;tJi,� 7r +V CIC;�N^ 11 :jir %�{''fl•zn t..••. ttt ^'' .I. 1. ' f�.: h �f 5. Water liability: Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. ❑ System is not capable of providing service to this project. This certificate is not valid without Water District No. 125's attachment entitled "Attachment to Certificate of Water Availability.” t 1 (City /County) (Use separate sheet if more mom is needed) 4. Based upon the improvements listed above, water can be prov)ded and will be available at the site with a flow of r; Vo at 20 psi residual for a duration of 2 hours at a velocity of ` /,- 7 fps as documented by the attached calculations. T.4 i I1�f 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: gpm Date ty ATTACHMENT TO CERTIFICATE OF WATER AVAILABILITY KING COUNTY WATER DISTRICT NO. 125 The following terms and conditions apply to the attached Certificate of Availability ( "Certificate "). 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the City of icj<t v; lc "City "). This Certificate is issued at the request of the City, and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. . 2. The District makes no representations, express or implied, that the applicant will be able to obtain the necessary permits, approvals, and authorizations from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all federal, state, and District laws, ordinances, policies and regulations in effect at the time of such application for utility service, including conservation, water restrictions, and other policies and regulations then in effect. Applicant's Signature District Representative Y(77-? 71 6 CA 1 LL, 0 — , Viilo4 12 1) C ( ) > ( i.-' ' ) I ....- ( — , .t...1.e.....-:.,1 Pe. .. • 71.( c 3 ) 5 1'7N-, f.-E t-t. Lb 1-44-(z)11" CS /k(4-66411/144- 3 eitv CV oy,K. 5) n V as.n t I r au ) l'afetc PIA-1J Pi hit Li ) wn c-Pyli - rgit/cH /c2) NU 6 P164- t-rg. ite/WAL r ti CITY OF TUKWIL4 Community Development Department Permit Center 6300 Southcentt?r Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206-431-3670 Public Works Department: 206 -433 -0179 Planning Division: 206 -431 -3670 Site address (attach map and legal description showing hydrant location and size of main): 1 1 s( S(- At/15 Ic ("Pc L v ii 'i l • t *neon fta ;tint ,, �: Name:: - g. 1,( ?E. NO L Address: / /� S ( G 6,1--,t_. S Phone: r20 l� g t - o `[<� i1t1Cti Kta`�Frlp g o' Name: " � , ".lj'• +.''r:. +)J! ° : ' "+� •,as ^'e; Lf•'.') �. ,.�,� 7. ;:i itr.;n:,:Yt. �,n; [ '�C� •i'i 1i:�r�.. cif., .:�:'?��� {kJ �:� .. , -rq Address: Phone: This certificate is for the purposes of: F Residential Building Permit Commercial /Industrial Building Permit Owner /Agent Signature kt. ko rat k -6 ( ‘ (Ps WA—mix-0 c 2-3" Agenc /yF one 206 # ci$„'i CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district ❑ Preliminary Plat ❑ Rezone Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant to the closest point of structure is ft. Area is served byi (Water Utility District): tri I hereby certify that the above information is true and correct. 31,441NgOil.<4q,1* !WV Iraq ;J rr ` nrY ' "� �i, + fir 094; d nSt'U iy, i'{�Je}.i1f �r�i�iil +t 1. The proposed project is within 1 (-th 2. No improvements required. PERMIT NO.: D 3 - ?c7 7 4, • }5v . n• r4. ❑ Short Subdivision ❑ Other u7— v r Date 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 6 80 gpm at 20 psi residual for a duration of 2 hours at a velocity of /. fps as documented by the attached calculations. 5. Water "liability: Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. ❑ System is not capable of providing service to this project. This certificate is not valid without Water District No. 125's attachment entitled "Attachment to Certificate of Water Availability." eti (City /County) Lf 21 -0Z6-- Date ky.pI 4 Applicant's Signature District Representativ ATTACHMENT TO CERTIFICATE OF WATER AVAILABILITY KING COUNTY WATER DISTRICT NO. 125 The following terms and conditions apply to the attached Certificate of Availability ( "Certificate "). 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the City of t.i(i4k "City "). This Certificate is issued at the request of the City, and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. . 2. The District makes no representations, express or implied, that the applicant will be able to obtain the necessary permits, approvals, and authorizations from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all federal, state, and District laws, ordinances, policies and regulations in effect at the time of such application for utility service, including conservation, water restrictions, and other policies and regulations then in effect. w..i1:::.u�:.r7eW •;��u` ".' t::i "' u!.;`:,:.: iai:.' 4.`::^. ti: SLz2� '�ivui:Cw;:etw:+u.:t:ai::.t�;e. w t;i:#S4 Cs62tr:.L:w. January 21, 2004 Mr. Charlie Penor, Jr. 1125 30` Avenue South Seattle, WA 98144 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #2 Development Permit Application Number D03 -297 Penor Residence — 13351 56 Avenue South Dear Charlie: Public Works Department: L. Jill Mosqueda, P.E., at 206 431 -2449, if you have any questions regarding the attached memo. Steven M. Mullet, Mayor This letter is to inform you of corrections that must be addressed before your development permit(s) 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 Department. At this time the Fire and Planning Departments have no comments. Building Department: Bill Rambo, at 206 431 -3670, if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete 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 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, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D03 -297 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 431 - 3665 ;�.atYvrt:;i_: vii'. .'..'asfJnJ�;,a�:i.u'�wc.�::x:. . a, �: mu. s. 1. w.. n� .:.an,r.«.i.:.:.•t+•.aw;a:...,. •s�.+�..w+.,:.x.tra.F t +t�.nvt:.,t��: October 21, 2003 Mr. Charlie Penor, Jr. 1125 30` Avenue South Seattle, WA 98144 RE: CORRECTION LETTER #1 Development Permit Application Number D03 -297 Penor Residence —13351 56 Avenue South Dear Charlie: 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, Public Works and Fire Departments. At this time the Planning Department has no 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) complete 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 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 messenffer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefarfta Spencer Permit Technician encl xc: File No. D03 -297 City of Tukwila Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Steven M Mullet, Mayor October 02, 2003 Charlie P. Penor, Jr. 1125 30 Avenue South Seattle,WA 98144 Ciiy of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application #1 Development Permit Application Number D03 -297 Penor Residence — 13351 56 Avenue South Dear Charlie: Building Department: Bill Rambo, at 206 431 - 3670, if you have questions concerning the following: Sincerely, Enclosures 1. Please submit a mechanical permit application (enclosed). 2. Provide Residential Heating and Ventilation Compliance Form (enclosed). 3. Provide Washington State Energy Code, Form H -15 (enclosed). If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Stefania Spencer Permit Technician File: Permit File No. D03 -297 Steven M. Mullet, Mayor This letter is to inform you that your application received at the City of Tukwila Permit Center on September 25, 2003, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 .. �).•. M, I. AS." sf�l :JY.a�+.'- w:Y�llil'.if+iMii+. 11 ' , August 5, 2003 City of Tukwila Steven M. Mullet, Mayor Fire Department Nicholas J. Olivas, Fire Chief Mr. Howard Stoneback U.S. Postal Service AMS Division • P.O. Box 90304 Seattle, Washington 98109-9321 Dear Mr. Stoneback: The following addresses were assigned for the new family residences at the following locations: Tax parcel #217-2000-155, address is 13355 56 Avenue South. Tax parcel #217-2000-150, address is 13351 56 Avenue South. If you have any questions, please call me at 206-575-4407. Sincerely, Capt. Don Tomaso Fire Marshal DT:ncd RECEIVED CITY OF TUKWILA SEP 2 5 2003 ,, EFiMITCENTER Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 • P ublic Health Seattle & King County HEALTHY PEOPLE. HEALTHY COMMUNITIES. Alonzo L. Plough, Ph.D., MPH, Director and Health Officer September 9, 2003 R.A. Owen 5594 S. Langston RD Seattle, WA 98178 Re: Site Application Review Approval with Conditions Dear Robin: Address: 13331 56 Ave S Parcel No: 217200 -0150 Owner: Charlie Penor Activity: ON0062380 RECD: VE.D SEP 1 1 2((13 COMMUNITY DEVELOPMENT Public Health has received your Site Application for the proposed 3 - Bedroom septic system located at the above referenced property. It has been reviewed in accordance with the King County Board of Health Code Title 13. Based on this review, it has been approved with the following comments and conditions: :b03 .9 7 1. Prior to Stub - Out release the owner shall provide a recorded covenant agreeing to operate, maintain and report the performance of the system in accordance with the manufacturer's recommendations and Title 13. Also maintain in effect at all times a maintenance contract with a service provider who is approved by the manufacturer and the Health Officer. 2. Prior to calling in for a Pressure Test the permanent protective drainfield barrier must be installed. If you have any questions, please contact me at (206) 296 -9738 between the hours of 8:00 AM and 5:00 PM or leave a message on my voice mail. Sincerely, Jarone Baker, R.S. Health and Environmental Investigator II Community Environmental Health cc: CityofaulmilaTerrnitEefit& Charlie Penor • Eastgate Environmental Health 14350 SE Eastgate Way • Bellevue, WA 98007 T (206) 296 -4932 F (206) 296 -4919 • www.metrokc.gov /health Printed on Recycled Paper City of Seattle CI King County Gregory J. Nickels, Mayor Ron Sims, Executive `+ -v�.. :i {:�rUrvu .iA i'iSiCani;lin:.:4ApaJ$ XMWI •. wJi:�r.LWN,.+.ir�uut•' `d:�.�GVti1Yf.Ylydu+tY+' • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -297 PROJECT NAME: PENOR RESIDENCE SITE ADDRESS: 13351 56 AVENUE SOUTH DATE: 03 -09 -04 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # afteribefore permit is issued DEPA TMENTS: Building 'vision Public Works ,,,n Documents /routing slip.doc 2 -28 -02 Ar teeeg f Fire Prevention ❑ *00 *44 Structural REVIEWER'S INITIALS: PERMIT COORD COPY Planning Division ❑ Permit Coordinator i‹] DETERMINA ON OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03 -11 -04 Complete Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RROTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04 -08 -04 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ P PP ( ) Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: iL DEPARTMENNTS: Build 'vision Documents /routing slip.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -297 PROJECT NAME: PENOR RESIDENCE SITE ADDRESS: 13351 56 AVENUE SOUTH Original Plan Submittal DATE: 12 -09 -03 Response to Incomplete Letter # X Response to Correction Letter # Revision #_after /before permit is issued Public oaks b 41/Zte Structural DETERMINA ON OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ APPROVALS OR CORRECTIONS: I) //2 , 051 �C /-6-6( Fire P vention ❑ El REVIEWER'S INITIALS: PERMIT COORD COPY Planning Division Permit Coordinator DUE DATE: 12 -11 -03 DUE DATE: 01 -08 -04 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg El Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: Approved ❑ Approved with Conditions ❑ Not App roved ( attach comments) Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: /- V Departments issued corrections: Bldg (� Fire ❑ Ping ❑ PW,' Staff Initials: g►�YS ''afi:iiui.:W�:. <.....'su' t`, ✓'1.;�Y,:�� -.•�2 i {;s./failjfta� ,.`sd7rlkh(: ,� •o ACTIVITY NUMBER: D03 -297 PROJECT NAME: PENOR RESIDENCE SITE ADDRESS: 13351 56 AV S DATE: 10 -06 -03 Original Plan Submittal X Response to Incomplete Letter # I Response to Correction Letter # Revision # after /before permit is issued DEPA v� � 4/04,0-6 c ion Buil ing ivisio Fire r ion Planning Division ❑ Public Works Structural h/1 6014 /D - z1-03 DETERMINATI9N OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -07 -03 Complete Comments: APPROVALS OR CORRECTIONS: Documents /routing slip.doc 2-28-02 PLAN REVIEW /ROUTING SLIP Incomplete ❑ Permit Coordinator X Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROyTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 11 -04 -03 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) LI( Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: % 0- 0 7 / ~0 Departments issued corrections: Bldg IM Fire, Ping ❑ PW % Staff Initials: SlGS DEPARTMENTS: Building .6Wt Public Works Complete Comments: U D PERMIT COORD COP 1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -297 PROJECT NAME: PENOR RESIDENCE SITE ADDRESS: 13351 56 AV S X Original Plan Submittal Response to Correction Letter # DATE: 09 -25 -03 Response to Incomplete Letter # Revision # after permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thur .) Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: /- • Z _v 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 ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: Documents /routing slip.doc 2 -28 -02 PERMIT COORD COPY © Planning Division [� Permit Coordinator DUE DATE: 09 -30 -03 Not Applicable 0 0 DUE DATE: 10 -28-03 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW ❑ Staff Initials: City of Tukwila Department of Community Development S, 'IJ k t 4 r a . " # Al r „ taG2�31Ja ,niLl t iAZSv�Gftdlw nsv,!n +FhkiYJili ,i.nn.e�.,iS+�k�,F;.! l a- 1.1 n<.r sY �. •v .Y.e r�. Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: l l000y Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued 0(e. Tk91 Project Name: � Project Address: l 7 5� 1 lP l-- A'l'e S Contact Person: c ha 41 1 re Fey/ 0 ✓ Phone Number: X d Summary of Revision: cluLi Sheet Number(s): "Cloud” or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on Plan Check/Permit Number: sa4S 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 i+ti x.Y'c`,'�`+`ui'Ik ?;. Doq) -9 John W. Rants, Mayor Steve Lancaster, Director • la. ILA 06/29/99 ++!4.4aM+! Kehl 'NY�N'+[y��✓,:41�LS.AYK TVA', �L7P*° l' A' rt % ��!'." n± % +?!�AtcN'fT�?.iK!YFlY.F3FMr".. ihfM�r, •i r 1 101:1 1 €5 1, "'" • • twl; 1/ 41 2' 4;;n r iE�i •7a- (i ?of'���5 "is. "ii;•13:L;i:1 •'S:�t°. !F;l %LF, j CiC•"a , fi4'�iL �•jlia..=. n.�•... �:- r+i.�:., ,i r .. y .. , Z �.. 3i?:5 S�:1..ft L �. C ti � "• ti y. s . k _• �.: ':i?: 2•VLr;X�� _ ?: �. 1 i r�41`�t^ { : 1...7 O• > ✓';IJ i 19 �� 1 ti r -4Jy fit lk � ;i�ii 3 E "•Y °...�. 1 $ B n K,r,.:, . r : �F. •n F:}z •P i• , � psr_� � tiy�. l 9y u. w {+ ti4 pt .: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: II a4 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: D03 -297 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after/before Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: PENOR RESIDENCE Project Address: 13351 56 AVENUE SOUTH Contact Person Charlie Penor 4 9c.P & & et ax -(24E Vrt k1dax-vi-( L 0c.c�k,'a-\. Ttxtol c t,,, o Ac.-' Q t--e, (2. (Ace/NA-R.. rt-fA caa. vs. ea IA a t k c t mo o \ Liz v 'c>"- c k,- , dA Y wc, c, _ ` cuctC `o Phone Number Summary of Revision: T(,W Lb( f.t1 7)1 u r>t '- t`t.) Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on /2 10/21/03 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 z � cG w QQ � J U U cn J � w o g � w I � Z = 1- 0 Z 1- w • w 0 O - 0 Project Name: PENOR RESIDENCE 0 o Project Address: 13351 56 AVENUE S iu z Contact Person Charlie Penor Phone Number o 1- z REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1D-6 _. Plan Check/Permit Number: D03 -297 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after/before Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner • Summary of Revision: ( w\ .A, yir9 Qs: akol ouead - s(u .,n RECEIVED r OF TUKWIdA PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on (0 6 'd 3 10/02/03 1'625.o :3:4 to t$!y7 1 ( ftt " o ti-- o _ I l ) ll\ STATE O� � ,.. EYp\f pit Detach And Display CerlifiralL DI; ARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE. CCO1 REALIHI984CN 02/15/2006 EFFECTIVE DATE 02/15/2002 REALITY HOMES INC 1308 ALEXANDER AVE E FIFE WA 98424 Delach Anll I)ishlay (. PIIII ICdll REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # ' EXP. DATE CCO1 REALIHI984CN 02/15/2006 EFFECTIVE, DATE . 02/15/2002 REALITY HOMES INC 1308 ALEXANDER .AVE : 1 FIFE WA 98424. Signature _ _ Issuer) by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign !dentilie:Ilioll C'ru'd I'>eFtrre PIncitni In Biffold Charlie and Helen �'enr,7- "347 56th Ave 5o '.�kwdla, WA p��rcel # 2112000150 So t in 71A 10 2'8 8'3I41(j" ■ ' ;141011: i►M; I 0 • ( i t- ' 4- - 4 4040 6awdsn W widow - - _ 12'7 3/4 LMIJG i'2o FR 610 I -�_ fit ,` ? ' = { - 75 3'2 • , 11-fl C:. - A , ro.,;/ PA t r, I • • V -4. ' - + a . _ I' � C — ('(.)uX4 ' 1 f'') " : - 4 �' `� IN'_` . ' Y1llvn1 It';tr 1 6A d-, 5r ., ±bo , 1 .> ,, ,. ; . !, " L .. 4t & -) Al, • i , ; , r , — r— 'r+31, -- 1741'iX4 — - -- ; , a — • — • - _.......,____,L..._.___ — -. — -- - __L__. --- •:!kc.ted a tio*, to oxhide ,'Mara/ frelii ar wert,,ru ^c, -,:if:llr i ..IC,I: Ti ' - d w j A,J., ' • , f ,i ■ . - - - - 1 -- -, - .. -- :216 ji --•1 =!f[tt i I i 4. � H a , ' 4 11; '' - ;i4.63°' . — 7 - f : ) . 4 )113° :: : l' 'j. , '* 1ht? } �Y�4:;`x ' e '' t ' '�` � : 56X3(,) 'X V:H 1 •;•-.1,,:v 11 F1 '_2 Lei,/" I Yfi(� 6' • ,.. +led - ``11 3'2 ,.--- ,4X8 DF# e -D '6, _ Ur- 4 X8 O F#t _ .. •tr C' I 1 11 �y 1 EN34 VTO � _, I I 5 1 .9'x8'1 UP 40' n - __ _EIG4 FAN 'T0 - �1T LALJ VF Y titzt I t T 1 • k 7 -' t'rowrte 4 ,E1 , 4rt1ec **PM far VW O Exterior decks and steps bit ot4ier5. Some options mail be s own on plans that were not ordered and are not a part of fie ca-tract , 25'9 7/8 4X8 OF #7 3'21/2 w 9/if cLOSING �-- 416 Pest --� _7040 NS FAMILY 16'x 117 r 5800 GARAlk 19'x19'8 4X1,c cif 2 Ia xt3Ort 16' 20' l st FLOOR PLAN SCALE 1/4 " :1' MN 'IA ZOOM 15'11 x 6' 9 7/QIm 11' oma 10' x8'11 r. w) to v N ,o b tM M mr— V ■ 0) 4 O to air wale - ~ 91.1p here *4 to mamba Ileakt. up cal sa awl alik M51•1 strap. 1)u liralr ael 5 I . ALL IfAt 'S bX6 t 2 i 1.N.n. 2. eXIMKLIZ a W/WM Y'rJiLS 2X6 91 n2 ,.114104OR WALLS 2X4 5PF u 2 4. TtiKMINACE ALL "1510 LXTCRIGT 5. I :G IXUCtKAv 1 c:tMc M 10 a.ltNr u.I3.0 6.1N5TAr1. 1-J015T PM MAW. 5PE•C5. 1. Ii 6t ALL 8 (304I 1 k1ii4 5 Ik MANI . SPEC5. csa (v) N i5T FLOW 2NF' FLO M ;OM LIVING Path TOTAL. PflA (LAZING Li 61/2" t f it - - ---6'2 1/2 1'101/2 .2'3 1/2 OCCR7M 11'2110'2 11'21/2 1 12455 SF 9705 22 i 51 380 5F 19.5 5F 2453 5F 5'8 9/16 5'/2x9'2 eMIHMI VIP 5068 560 1 ekt Zm w ),: — Zn H -- J" 1. 3'2 274 5 I I , ?. X � VVt \ 2668 71 { 1 .� —e4, - 2 '3 1/2 • d \ General Notes: All construction to conform to the 1997 Uniform Building Code CONCRETE: Compressive strength shall be a min. 2,500 p.s.i. at 28 days. Minimum 5 sack mix REINFORCING STEEL: All steel shall be A -615, grade 40. SMOKE DETECTORS: "Shall be installed in each sleeping room and at a point centrally located in the corridor or area giving access to each separate sleeping area. Required detectors shall received their primary power from the building wiring and shall be equipped with battery backup. Detectors shall be interconnected to provide audibility in all areas." A d4&(IV h4: be In ATAd-- tom► sfoni U .13. G. 310 .9. r. � THESE PLANS LICENSED FOR ONE TIME USE ONLY! 3 1/2" •;• 3'1 15/16 Ved IN Others LIVING AMA I U67 sq ft 2nd FLOOR PLAN SCALE 1/4"-1' 40' 11'2 3/16 - 6' 6068 560 13tMOOM 2. 11 It 10'2 r 3 1/2" . 3' 1/4 5'8 4" h4A5ThIZ f3GI�M 19 r< 12'7 TR 14 O er— Q 1-- -- 7'10 13/16 MIA VW N 2468 5168 /. \ I \ 1 / 1 / 1 • 61 /2" 303014.5 56 �s / 1! • - - Olewn thloi. - -- I 6'6 2'9 I t r I 1 I 1 I Set 50ti4/2 slut 5 0 0 r, . cp 11 I R r( DEC / ►rrt 47 214 _. " N 0) �) 7 N r � %• -males To Onleo Cellos c :.Jas to *top Com.II 0 Om ail coolo f.rioa t4 Nalliol audio. oh c otoo o 14 Ado t1ll na poltt Car000► a 000144 M Stamm ID M aaafireia/ si/ sonar l at IM hoe Wk tM MMI�I�M 1118 pitons Wily Z IN WIeMSO walla M me 1 * ommg,,N W 8j. 1 e •ot w 1M M 11 '�� = @ .J ?Am :all SIN A•aayhw PR*C 411 111 %gm AA t>Mln Siff kart Itic, (1 At_ '.4TVl.1,'104, VC1AL 5 1 ,1C)114A : ;,VC5, • 2 c /IC1t, f?F.r :t1i1PLMrkrc, ot11•O& k vi.!'?,'C 71 kr dt'r MOP' Y ?LAtv`: A1si 91T NT r'f.I. Pi% (,0I.1Qt c OV7. 1•• I CV (;) a) • I I I '1 I ,I 1 I , i , I . 111 I I, I I I I I I I I I 1 I 11 I I 1 4 1 , I 194 ..__: .11 . t i I 1 , , I i • , :; , 11 4 i • ! ! 1 1 ! • I i , ! 11, , 1 IS 3 ''; , 1 It Is i 1! I I to 1 4 1 t 4 !., i l' 1 1 1 - - , i ,--/\7---- -I-- 90 17 71 , . r2 s ., ii ! lii ____ , ....„ 1 --r• ! . ,-. ‘, . . / , ' I: r. ___ .... r 7 I . 2'3 1 i. 6' -1, 1'6 ts.: 2'3 ' 1 t • 17 18" le- . i FOUNDATION PLAN SCALE 1/4 ' k ; • 40' 381 I I r! ' • 1 II : i • • I 11 I ; . ii, I , I; I i li : , , 1,1, ! I : ,, !I id II I II ' I ! I! II l i ! I 1 ,I 1 II I ,t 1 II 1 1 I ! 'I I i II 1 ! i o MI- CiAl IC wifOr OM I Ii .' 1 I 11 I1 I.1 I li I I 11 ,I I I 1 ii 111611 5/16 if if it , IF __ ___, _______, :_ __ 1 ____ _.:... _ _,.._ it 1!---1 i .___ ., 4 !, , I i ! 1 I !' ' II o 1 1! • c•4 1 I I ! '1 Fcunclation Notes: ,t• -1 • (F.MI 66 nt• CO tz; 39'4 - • .. s — ' )1. • Y ". ••• I .1 's" , !:?-1 4!)" dt. Iti 2 C , f' :)rti irt" cs.:•! • )4=-+. ir! '.. r• Manor 'JO r • '11.1 ' .1 .1•■• 4-4 • • et. - • ry.1 g ar, ' • 'yr • - WU " ounrtrJrr tkvlt w! - 4PPrYI , r" Ot,311 tr.a: ^ of a • 4 . • 4 ur ,1 oAt. • ,on, ri• ,ryt.,, .4 W , tOPI ,Wr• • ir • .,11 • .•i,;•' . .1 ' • , 't • , l„ rip ;,••/_, ' 'tau 10, (1/I C.VCiati./C*1 ../1a1, A4,4 a e xti • ar•It:(.. •"m.ur1 pp.j • • , , z "7•' • 11,7'," N , " 4 .:crit ■ c' • 3r ' CI 7 • *It!' . -I! fl'` t 4 cat f :e ai■ rz-r ve'r • !!'Y • •,4,1,n!, ( I .141,44,, j '? f anyil Of . • Irv. • •••• •$,,, A " .14's, • ?el yip.; rut • 0/1 " �. r • ,!-■ te r J *IP *We' t rrr 41 , t/ vV 14, • 4 /t/"." u i sO • If•r" 14 '* vs; ; •,,, of i s • - I • • • • / II • " ' • ' • . • 4, •■,/ • r •r• • I .f•A .1 0 OM?' !,•-• • 1 • , A. ; 4•1‘ 'O.,: (.5 •I • ss •-• – Fr,t4 ON' WWI' ClisVA11004 V‘' .r - —a) 0 ••••••••,.. *II • Is.' 'J 5. r'ef • Jhl 1/'•/ 'sr! !'" • ' .1.6 if • • • i N.^ •"44 •ii * ' • 4 • -* • et( ,P s es *1 Ws• ," • • P.r1, e ent 'SAP. • r c.,7 ... 17'. • 1, • t..'"" ' • ' 4: re • • 18'8 20' LifrOT:IT 18'8 P,201 162 1/16 00 9 I/ 2 400 19.2" OC 11 (4 ••••••••■• ......- to * .... cc) Z 'r) •••••■••••• ••••••I iI r J — 8" CO (w) 0 (N1 a) Ter '1 — - roe Pi AT Alt hid Wall For Flunci flax Jot5 2 .10';Z: ;- ,Aks IN5LLA110% 7/16 osa 9tAl MAP a 542%16 Ok 7/ ;6 i-P PAWL 5 2X6 * i6'' 0.C. 5fir WAL. AN4, 7 "401. / •Aa.fer A Al - 417/16 1 II 1 102 1 /2 -- - VINING 10'201'2 • - 12 7 3/4 52 • A '7 3/ 40 0) 2141, FLOOR FPAMI; RAJ ;/ 4"-I • 2'5 3'2 katikukst kilo) witAftavimd ,oi I THESE PLANS LICENSED FOR ONE TIME USE ONLY/ • 2X8 .001.15 60" 0.C. W/ 14J1 & WA9t1:5 MAX i 2" FWArt 5LL PLATE PICE5 40' --- — 40' I I- All RAN WH 0 V A— coNce-rE F001 1 II 5•9 7i• 32 1/2 11 16' 20' 611P.Aa. 19'‘;691 FAMILY 16' x 117 mr:nA P.: 'OM 1, (7'9 51 2X' 511.1c.5 Vii••■••• 7 - (0 Ali* Awls wall Hol9t4 ( 2X4 10P PLAM PONY WALL FOUNPA11ON X4 1EA1110 S41), A imms To %Op COMA "..c Ism T• Oar COW OS IOW a OMB *X oodsolININ I Nemo Cliodog IS MI/ ler esporieco 111. 180p do* d IAA valid Cadder mows* kr ONAsed • ardomol ad commidl Os pob Olt to 1101(41. WON WWII fa lulecd• poome *MOM st ossigsmittal , r aullseso of po ovnrs 0•414= pow Cale MIS WE' so NI Pie* kr Ilve 11.1 UNA WA 0112 ISM Y • 11 14 i" 9ftkrii(A5 `.")T,.)...rlffri. a (:), Al■V 4Alit 1? .F t• /14.VIF V ANU r.1/41,,,.51tkic; A 511t • • - 4gra1 C Pcwn5 dranaor 1 — 52 1 /2 j. 5 1/7' 36 1/2 () Foofin NOte5: 11'2 1/2 5 ' • —Hr .1, -J-TI -13 4 11) t // 11 ' / ' ./ %FY ‘N. ../' la; ). 9' 2 \ .. .,K TF 1 - - - - - - - --L-- - ,./ ,/ , , 1 1 .1 r ! I ) I 1 1 Iii 73 1 /2 4,---- - L -- 5 -- Nit. 73 1/2 C) • 6 ,. - ry !I i !I :241: il 51 i /4_ $. :, \ it --- El '4 I II e I; .,‘, II I l 4 1.1 in a: rE (N..1 ii 1 ! F a:: 0 (1 C1 (• •I ,.. . ... . /— /— /— N,. 1 1 1 ' - - - - ' 1 il I A. 3 1/7" 1 , I 21 78 ' 11 ‘* 1 La 411 _ ' I /7 \ , , ■ I ■ I \, ll . : . _____I_ i t r /1 58 9/16 I ! 131 CV — F II - ti II mAtiracrukt.i) rru55u 24" o c. ;13AThil, 8 It 9' 7 C10 4NI ;; LIVING AMA 106 53. TR 38; oc . 1 - - TR -32 H I --7-TR 15 11 1 — , I . F rT:Z■TrT I. Use Compal,ion AphaIt Shinolcs per Pudding Packaor 5pecification, 2, Maintain a distance of' 12" Min, from ang ickic or Valleq, " at entire roof Arca. Cor - a-Vent," Fool Vent, or c -1, 1.1%. "K Catinuae, Metal Gutte..-T 5. Shall be connected to a "ficHine" drainage .9t.ptem ratted to on—Itte •%/ II 4 - — SHEAR WALL BELOW Poor r116 ri ,, 4 - • "1 4" 6 lir - 5'6 ! 15 ao5ti L101 • 11 TR 15 TR•14 ft - TR-6 R -35 - T 26 31 T ; 31 T ! 31 ! - ;-31 TI-31 -TF! 31 — 0 NWAR DPW 119 127 • t - Wit -- IMS 1 -_:_ -TR-5 TR-R --losomo.,- • ("A Gifia HOW iNt,Aa 0) In 0 It) I 0.C. 9-tMIN/6145 AkfA (re fa OiCRD 11-16.14, g 9TCIAL P:1155. F01? rif-516N Ce.trYPIA NAL 9{AITIN6 ") MI5 W/ dc4 0 4" Framing \abes: I, _I I ----------------------- 3 - I 1" • si I lf 1. i itcaPIM. 1 1- I- r L T I 1 1 I 1-1-1:1 I . I - 1. 1 1 I T I I I. I. _ III IMINIMEMIMMEIMIll MEE= - 1111111111 Elll i Lri--T-rtiIJ 1 ri II' 1 -r-rrl tri 1 rift _1 .1 _t I 1 _1. .1 .11_1III,1.11.1...1 --- E MEM 11111111MMEM 1111E 11111 IMO 1M MOE --- Ell ME Elll Mal= ES MEM _r MIIM MS MOMS IMMINI1111111 MI NEM EMI 1111111111111111M 111larr ME ME MI EOM OE MOM VIM NM EN MI MEM M 1111111111111•11111111 -- ES ME MEE MI MINIUM MI MEI MEEME111111•1111111ENIEM 111111 NEM M OM IN MI NEM MOE 111 as OEM EMI EN 111•11111.111110111 MEM MM. MI 1111111M111 am—---- - olo m e e .11 JI : IIINT 111111111111MMINMEIIIMEMI J'ArNEILI'Srurerali MINIM MEM I. • 1 Outlock5 51111 2x4 spaced at 46" o.c. @ each Gable - Gemspcut5 All Window and Poor Header; at hcierior Walk Shall 1.)e, I7 U.N.O. All flocking Poof fru55e5 exposed to the exterict Shall screened "Pird13lock". THESE PLANS LICENSED FOR ONE TIME USE OIVLYI _ p emivaith _ .r=tasimr.: -■SSc "•■••■•■■01101.1= I V 1111111 11111AB MI EN IMMO 111111111111111101M1111111111111 EMI MI MN 111111 ME 11111 MEN 1. I I_ - 1 1 MIME Pool' fru55e5 514 be Pre-Engineered/ Pre-Malifacture5 Wood fru- spared at 24" oic. Flat ceiling 4:11)5565 over entire aca with the exception of Scissor in155 aver Livin lid Pining ,Tea5. Note Line of 5offit (!1 rloor 1n5tall "51mp5on" H211 of NI at each end of' every true-- Al clip 4I l 1 NIL! nailed witil 'lead nail5 per mfr. direction, AI fru55e5 5hAf be installed and braced according to the titauf,xturer' 5 in5truction5. Pe5ign ceiculations 5hal1 be kept. ‘A the Pudding Permit .an51 shcilt-e made rexlilt4 available to the Cuilding Inspector at the time of in5pection. All Permit. clocurrient5 Shall be kept in a waterproof errio5urc for the duration of the project, Attic Ventilation 5hall in accordance to Section I 90” of the 1997 WC, xception applied due to Use of contiwous Vido(7 Vett ( "Core-Vent" ) Fxception ratiai of ventilation per 5.f. 1/10, or I 5.f, of ventilation per 10 5.f of Attic 5pace. roof Sheathing Nailing -41,-11 be at 8d 6" o.c. Pcsiel Eclge5 and 12" o.c. @ Intermediates. Wall 511eationl 4I be at 6451 4" o.c. Panel dc and 12" oz. Co Intermediate5, U.N,O. See Paid Vet,a115 for acicittiond iriormaticti.) T 1 .1 I :I: I 17 1 I "I r T 1 :r E r. T T I r T 1 ,17 r I i rill 1 _r 1 - . 1 - 1 - _I a I 1 II T r :I T T F I I 3 _L .1 T 1 I 7: - 1 I V IME MI MI 1111111111EM Elll 1•111 MINI13 111111111111+131 1 I 1 _1 .. _I - _ - 1 ._r r a T i I - i - T _I T 1 _ mieffi r wr illiezm u = I I I I il li 4 I Mil I III 6 1 gli II in IM 11.11:11 II dll 15 A 73 ... I 1 II 141 I I : 1 1 II I I 1 1 11 11 114 i Fil i ll 11 I II r 3 Sirl 1 1 11 I I ;: 21 I I I MAYA' I I - I - L I r 1 _ - 1 I 101 111134 S 55 1.1 I I I I l u l l I I 11111 117 -1 2•1 - 61 111 4 1 14 ,1 51:a m iAl I 1 id 1 Al I 1 1 r .7 : wzri uul L - 6:::22:1; ,, it i i 1 I r 1 ii ii i 11 1 11 Hop Avbetopp ww litlitiliblinvolio . lei wo m hb copicipiolimppoid millimm 1 wi oy hby00000000"A" 11111114114110111(011 .- 101011111$10110111,11011,111, 1#111010$1111111111$01110011' 404Nypoppprov v evol ioloopoodp000doblohm il limpoimpitteiwo ob ddikhhhaddhhil d hhhhhIll 1" - 1' r I r L .1. _I TTJ T 1 I. _TT N. 0 CITY Of TIftiliA APPROVED MAR 1 9 m AS ivviCi.) aull-DiAta omstoN Mr 5E 1 MAY 5-10W 01 -mg AFF NOT rArt Of VOIR CONSVLICIION CONTACT! )140 To llolgo ti S5 -ow To Owes Gym es len Osoo oolosoloos Moto $ %NW IMEloss is ally lor osolbfooso Ds *Or SIM ol Os papa Wes& is rappollOs kw dampossi le woo "es0 moll *Me !ots slli 111 pestaios ahoy w snoolosis efedIdeoddd fet gsle fre ?Imo CdNos losi AMNON III Pow* fr• IVO Imam WA MI WM 4,1j',) 044 AM ON!), kr DULMN(.., A.49,ifticteourtte1/441- 13iiftom 4 LF.1 rhE. Eik 0./t117; AcNV ri'IMEN At f frW rtt rilt A ( IA VITY 4: 1 A • o g. \ / • \ It. ;,.% `'r,f ,lit 1. ari.:R. ,► ` -Ie+ c?!NI H r - -- - - "(3(: 1" ,r. ':jr• - 2 �nrs i'• it44. A11t,tJ ______ - — .' 604" MAP 4T AYv 41 MA 11F VW( r 1 ; rht i.• ir; r f .AMiY • Typlc�l 2 - 5tvr4 Wall Section Cram spaces A .2 Li •;() M' ITA l� Alt, ric Wall For Hun Mocr Joists Y 4 1; jl J FIT -M+ru K rIrry rOg 111.155k; 1L VC/ MOCKING 40, ' W411 wv: Z' F EINCE WI? 7gh rfir! fa t h" ^,r 1111(AL 111'J.0. ) a MIN T+ f A1111" ,:a r 14;1.11 AT'OI 1M JUrif FT 7. tiff? _ UtA rit.f : xr t(J1' Fl Atf ( 1 Yi ) (AT '• (4 D'r . = AWAY 10 .,:N 91 / 2" DO I ,best I 9.1" n.c. P• MR4 �►fi f.n�r�:. i . t' ;1' ':uwI'4 A r R ; :;, ' ..( - )■1 �.�. � c 1 _ .1 r l -•■h f,.4 . rte %w l .+ /�► .1 _T Z T Yl • :..I ^ - -- NOrE5 I) 16" oc - ---...„ 4 2.___ r . _' _ _ -I L I 1. �_ 1 ! 1 . 1rt COMA( 5 ikok �' . 1.. __.L_'t. 3..- 1 ..L, -l=am =L t ..3�Z 3 �.L ` j - r.. [ r� = s - -i- -r- , L 111 -s-=- ' r _ ' I 7.1".'s---X—t-i - -- L �i c_ r ' � . i I i i - s i r� _t - i i_ � _T � � SL r ` r •1 � • 1 i �- T �� T l . i ..� T r Z - T - i T L I . 1 t -1- T T T r.. - i i .i- . -t J . 1.. - t- r -L- t c is r .. s .. 1 _ Y-- .= ST. . 1- 1 -J. . - T L r. r t _ . T r Z 1--r 1 a � a 1 ' ;A 1 . 1 _ - r-'T- -r 4 1 :T I _ L 14-jr - • . 1 1 ' T .1 1 1 . � "I t _ � " t i. L 1 *] t t J I t" 1 - t -1 Y ► i L 1 1 T i ..t _T Z . -Y' I 1 ' - ' - C T' , _ - 1 - -1 .. L . � I 1 i T' - '� . T a 1 a � T - � i ► � T''T r t. 1 5/ 81► : o16 " 3/81 /*16 " ,/8" 8406 " 5Nt WALL 5041111 MA ' r . �'�n 5Z w - ;On 51 -EA vG Ens F I L N A ING sae NAr.% 8d 3 cc 8d +m A' ' oc. i IN ICA 5fA(. Wk.- - ALL WA. ,S Ak 2X6 AT 16'' O.C. &i Q 12" oc 8d t 12 "oc 8d 0 12" oc 16d4 oc 16d " 16d a6" oc A; WA.LS A\P A,.� GESiGNAW A: WL%5 5-11V, it LLOGKE;tW AT ALL A -� 51-tiNG y ; Et; z Pena NA- INr l Ar'1✓'LIE5 t0 A. TOr A \2 C (LA; 5,1iG CA, JOtM , NOzZONrA, OC 17 -01105, A \'2 WA-L- C01 5. AA- A&' I 1301.1 CONNEC71ON5 f A ; .1AVE 2"X2''X3/ 16' PLAT Wk . 4) AN3- "\ LAOL, -r5 I EM ; nM; VT' 5FfA WALL fL 3,% 8' ' Min ►' A, I beet L•,uerta- .'i"eationq tc one 71de of wall Section w +th 8d n3115 6" o.c f o r varlet a 4x and 12" c.c. In the L'lxk aii panei cam. 1Vo Ar alCI p ectulred ' &d * 16" o.c. 1/ 2" A 3 24" 841 a 6" o.c. N5rALL i0V 1 ! XPc21e r Oa MG PAW- 'c2 NAJL !N b L Iv' LQAp5' f LCZ LOAV5 5C'flO\ 5E 15MIC ZONE 1;E510\' 3A5E 51fff EAC1Ok 51111Ctl,R?A - G NEizl, NOTE5 IZEFDINCI: 1997 U.P.C. Yom: I ABC WM) YEW EXP011it CATEG''r'Y MIEMNOt, Ii PkOICfEt7 NIA ME 1100? T_ I K.A 05 S ttfrak5 TO OE Pala A5 G Ik #1 & a1r 114.E55 Nl2tW OfifRAISE EP.AMING LUMak 1'U OE 5PF #2 & AMP &i a 6" 0.C. Grawi Space 80 Mt 13 v�0.1�3 W "50 P5E 25 P 3 /. 8" MIN. S(-EAi I ING * f0P 0! GAi J55 rtf & BELOW 01R t7 l aci 4" O.c. - . 1 3) !6dEA5i1V , Ni THESE PLANS LICENSED FOR ONE TIME USE ONLY. Cc(*4i1. , Pry V t,1t w SaNat PO UP CORNER NcrNd.MIGN ',0I, $ MEW 1.2NC411 \__ I / 2' 1 51tATt1NG O1't - IONA . :EE Si'ECIAL- 111,5 NOTE 2K ( 2) `*td+ fecal at I.iddolM. C1AL "OFR 113155 W/ 1 / 2" SI{EATHNG 11''.x.1551 PE m fz WI 2X VE S. a 24" o.C. MAX) PL oV. PAtS P.- was, 8 \LJLWI Q 4•' 17.C. AT f��LL EVE S & 112" o.c. Al INf. 5UP Ok1 & M . n55 t?�: %N t7 '"0 'l"AI E=12. 300# )' 1 1�10M 10f O 1 Y Vt�. Ott * 4 erve cant I MINWLIM 4H CO? ROW FROM f:Wct CORM C 1..511-V8 51A1p MP " • -crrtcic Iwmial 34"-fifj" ears trmi Nolo (map canasta to be I I/ 4" - 2" fermate It awl post a o o f e t o tanwml" Mrs used ar a.au.* rl, mai warm of 4 ". i' • / ,"441. &kr rift .' al rAr• : 10.141. A1r•� r.. r..t r.. ;AU Raid 11.►•x ,r r r.: *.a. M.,/ - .....• aw . -- . 'r Ciwr Amy rd, 'wool rw ll. _1= aambei.ame at _.� 41114ia 1.► 2 k Frarnity `:k ct14t1 CJt►1L'°! t,,,p ws.lui Gill Ai w.. M. -4 r bow 14I IPP4t, 01 .703 W-4 wSadao M • TaiPr11 }bt. 4•431....110 V.• ••1►.i. 1•11.w.1.re Ib CM" •fwawa* t,.3wlw 1 CITY OF TUKWILA APPROVED MAR 19 2084 AS NU GU BUILDING DMSION lNgr V T Jr11d11164 \ \ We PMI'so1.1ora1 • YR \ ____ l D• nrlro,n PM/ .• RID d I n 161• fa y Poi ••tt•t,r.. t.ww.•Paw id:a•: bar wr r1. ',Le•ai(Am Cali firm 0# PC Pam. . *new Am./ Y.... CU* c.11. 4'4 -4 in Clow •• - 4s,I!rr MAW 10000 alokri Le. hem Coen OwR ANatrllt NO Pet Av OMM 1f0 awn WA N/2 »!Ny ., SiatitIlkiorNAlm »r► ♦4.M Arra4i.w11i• Paw hero ;Ft': To ear c Nun' t ) o.41. to amp Cowl in awc a Ors cat oMMalla a i Rama 49 ma Or aatrullllla wN rlllp rMtI rt /r p oral Wax* .IapraM1 OP IwI1Mw IN WPM ow=OW *Ps lob pa. la abaseP11. Wows Ity a IN taAcsa 1 mom of aftaaala w.wesr «."rr i (4%14 �% . C F 1 � E ?'■,'k,% , > r',.J(. T tt : '442 64:I,:1r t?E i►f£ .NT Nlr 2t 'r 91. ',1' • °,' '/ U tM . \J :1( M. ; N . 'kfii!Ng A r 442 V"\p,) i 'Li'rt ■,' v v CcS s t • • • • 4 AOS (ASTM D4751! 30-100 sieve size (C.80.0.15 mm) for alit filer 1 50-100 sieve sire (0 30.0.15 mm) for other fabrics Water Permittivity (ASTM D4491) 0.02 sac•' minimum. Grab Tsnsia Strength (ASTM D4632) lee lbs reel. for extra strength fabric 100 ibs ruin. for itan,•lard strength fabric I Grab Tema' Elorgabon(ASTM D4632) 30% max. Ullhvwist resistance (ASTM D4355) 70% min. • 4 , \ 1 1 ///// /8/4 # t ' o ,/ / I f .� / J N v PAe' reeN - /994 .Di47d/"P A'6VD 'Z2 l 7 il9.4/'el/ FF. I',. A. r0A71/.M1 FIGURE C-33 SILT FENCE INSTALLATION AND 11'11AINTENANCE 1 I Dig trench 0 ToNn-abrlo • Z 44oL, 2rw r iSPERS /DN 7deENeN il0 ERFe W c , C.3.1.4 SILT FENCING Purpose Silt fencing catches sediment that nas been mobilized by water flowing over the site. Fabnc used in the consarucuon of silt fencing has openings Ipecifically sized to allow water to flow through while rens :rung the majority of particle sizes. Application Silt fencing shall be used to protect the perimeter of the site. h can be placed parallel to contours. Silt fencing is not suitable for placement in drainage charnels or for other concentrated topographic flows. Design Specifications w :. As shown in Figure C.3.13 (p. C -30), silt fence cause be towed -era to a shallow trench, and then staked and reinforced to function properly. The silt fence, which :in be found at many construction supply scores, roust meet the following standard specifications: Maintenance Fencing must be inspected regularly for damage. Silt timing does break down wider UV light Sediment collected behind the fence mast be removed so the this Material does not push the fence over. • • (‘ 4 ‹ If le 42 , ---• --- - =Za /VD 7E: RODd' DRA /NAZ,E M _CACA .51./ 8i e c ks A T OWNER'S .0P7/0/y1 detb i e' SS *Ict c re_ k ,,P c4.k y ,r• I X4 0 f� ` / FIGURE C.3.A ROCK CONSTRUCTION ENTRANCE i s C3.1.1 ROCK CONSTRUCTION ENTRANCE Purpose Rock construction entrances help prevent transport of sediment away from the site oo the tiros or undercarriages of vehicles. Application Rock cosatnietion entrances *ball to provided at as wormacsways is a clewed cosscnictioa she from a private or public rued. Design Specifications Rock pads are normally 12 fret by 30 het ss4 1 fret damp•, brmever. tar moo site ptojece. tts pod nay be reduced to 12 fret by 23 fret (see Figure C3.A. p.0 -29)., or as approved by tie DDES immpwcmur, provided mo sediment is bevillg he sir. Rocks mod for pad c O11111etise will be 4 to 6 who in diermw er. Osmatnttile" omit be placed boomtb ttw reds a pee cot fhe mediums from beierg 'pumped' up through he rock by iavi vehicles. All vehicles meet we the rock pad r have his simR Maintenance Cesemvctbe somoces woo be ow** regularly. and sock m os be replaced es needed. S • 6D' 4 e V 14r 1\11).1 1:11°10( 40 1 e t 4 0 * *V S� 1 J S "Altottiti 1 ,4- 4 0 / 0 , 1 , t o 0 4 . 9 7 ,,,v, N' LV ttoC:)„ '•a «'t.3.. f. -. 4'.L . —� ♦ •'der. /2 " � F.D. e NEW TEL eorv -EV.Zc, 11 1 4 I D /8 n Sa c Air ± Do dvZ. lea' w/ 72:E Ot FLAW/ .v6vTLET 1* ••■••••■•••5:57 • Zo ,', w. 5, r(SfE J. l'AS7/LCD PLAN) 4 SECT /D/f/ - S AYE, 5, /A. ar s (E416W /N/4 dFAS 7 / 4 0 1 ,etiv s sto D 4' °P Q��Q p���'�5 o� 04(1 S o 9 v rA c,. M A 4 f 4 t' ( w. M .-7 75 CY ear C ri /L .577E 71' e 1' ea 7 75' c Y *cat L O 1/ R ,c`i w "- //, 7 io. 8 N $, 0( NEW U6. 7E14 tin' 4 Et EC, /AYE) 14 Z e_ t +4.41 04- rv-.. Dot • /Z. Z 4% • • 2 D /yr, 3 6-j •o3 3 re- r e 0 3 zv 1 Fa. 'o /S, —7 tte RPEA/Eli -- SEE ND 7E -.44HD p/ /A' = Zo v V /" _ vs, Ze) LA" ¢ " o cVe I. s %O •(4h = /.SO • /Z. 3 • GA0 T //Y6 DAA /Ae VRD P/L E d V / " =2r TRW/veil,L VA re il - (SEE .T. L'A f T /LLD O /.3.8 i Sf , Additional General Notes: i Call Toll Free 5 Before 5 1 .800-42 4-5 , a _ 5- .g00E -55 e ore you D Emergency 24 Hot: a Day 7 :L, 6471/ 4 2,1"v DE .D7A, 3 !'As PLAN) • Nis 7E- 2' / AIM 7 ei /r1 / 8El w X46, t44Nov/7 i EMS • f: Dot' /G 2 " W,/'9, lTL/t', A" W. M. C WD A /2r G " .rSFM !RAW. /004 FIGURE C.2J TYPICAL DOWNSPOUT DISPERSION TRENCH 1 TRENCH X- SECTION NTS 5700 sq. It >700 sq. ft. NTS reviewed conformance nice is sub hod w la now T h e 1. • .e adequacy of • e dssip rots • •• • • • , • Jo the designer. Additions, Maims at odd= to t PLAN VIEW OF ROOF // ,-Ek. r. .+c /N. GRAD a Q et/L. small catch basin or yard drain f Lxicr Wei trenches ,ice• ings Iasi will min a t+asubritu i of rwhoi cgs • C 0 R R E ON LTR# R e d accepuroe is subject to iris **edit t by die Public Wocks utilidss inspector. Dag DP 3 19 • oil Z" — Type I C standard . I-- dispersion trench, w/ notched grade board length UY per 700 sq. ft. of roof area, see Figure 4.2.2.0 of the Surface Water Design Manual 26 /s- i 1. The new driveway will be constructed in such a way that flow along the edge of 56th Avenue S. will not be obstructed. Paving of driveway will be coordinated with the City Utilities Inspector 4. The water service for this property w• in the field. P Pe y ell be co- M' . .. . ordinated with adjacent property and will be placed in a common trench at the common property line 2. If the house is to be sprinkled for fire protec- with a minimum horizontal se R tier, the water meter and base, as well as the line, partition of I foot. Ir F eEtie, Installation of the lines will be coordinated with the '' will be a minimum of I inch. If not sprinkled, the City Utilities Inspector in the field. RqR minimum size for the meter and base will 3/4 -- 0 9 200 inch with I inch line. A kjo . 5 The foundation elevation will R 4 "' r ' 4 ��E�E i(c,i'n be certified in � �vrt 3. The water service (of any si. will be furnished Luring by a Washington State Licensed Professional with a DOH approved Reduced Pressure Principle ublc Surveyor or Engineer and received by the City Works Department �,,,,.�- partment prior to starting the remain- ing house construction. • es W u Cf) 00 e ie ell en OA ti.- ..- �+r.�A�•�r�Y�rr.i Mu iY.�r� �iiira��r -*i � '�Rq.Y:Y' '�F • •• 7YY.+.Mi ..,. . ♦ �^ .r�l� 'W lr r. - Mf./�• . k� ... i .� l o 2 ii. �t r • - . • 1 • • DO 's ' 297 5' • a CITY OF TUKWILA Public Works Department 206433 -0179 DEVELOPMENT BULLETIN 2 STANDARD CONSTRUCTION PLAN NOTES Locations shown for existing utilities are approximate. Prior to starting construction, Contact ONE -CALL (1- 800 - 424-5555) for utility locations. 0 gONTACTS 1. Project Manager, 2. Design Engineer. Bruce S. MacVeigh, P.E. (206) 242 -7665 3. Owner: Same as Manager 4. Surveyor: GENERAL, 1. At least one week before beginning construction, contact Public Works Utilities Inspector and schedule a preconstruction meeting. 2. Notify the Utilities Inspector at 206 - 433 -0179 at least 48 hours before starting project site work. 3. Request a Public Works utility inspection at least 24 hours in advance by calling 206 - 433 -0179. 4. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 5. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Infrastructure Design and Construction Standards available at the job site. 6. All work shall conform to these approved drawings. Any changes from the approved plans require pre-approval from the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwila Infrastructure Design and Construction Standards, unless otherwise approved by the Public Works Director. 8. Contractor shall maintain a current set of record drawings on - site. 9. Contractor shall provide record drawings prior to project final approval. 10. Contractor shall provide traffic control and street maintenance plan for Public Works approval before implementation. 11. All surveying for public facilities shall be done under the direction of a Washington licensed land surveyor. Vertical datum shall be NAVD 1988. Horizontal datum shall be NAD 83/91. For projects within a flood control zone, the Permittee shall provide conversion calculations •- to NGVD 1929. 12. The Contractor shall replace, or relocate all signs damaged or removed due to construction. GRADING AND EROSION CONTROL NOTES . 1. The erosion prevention and sediment control (ESC) measures on the approved plans are minimum requirements. . 2. before beginning any construction activities, establish the clearing limits and install construction entrance. 3. $efore any ground disturbance occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed and in operation. Install and maintain all ESC measures according to the ESC plan. 4. ESC measures, including all perimeter contras, shall remain in place until final site construction is completed and permanent stabilization is established. 5. From May 1 through September 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for seven days or more. 6. From October 1 through April 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for two days or more. In addition to cover measures, the Contractor shall: • Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours. • Stockpile, on site, enough cover materials to cover all disturbed areas. 7. By October 8, seed all areas that will remain unworked during the wet season (October 1 through April 30). Mulch all seeded areas. VTI LITY NOTE$ 1. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches. All trench safety systems shall meet WISHA requirements. 2. Power, cable, fiber optics, and telephone lines shall be in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Ad;ust all manholes, catch basins, and valves in public rights -of -way or easements after asphalt paving. WORK IN RIGHT OF WAY 1. When activity is unattended, install a sign with minimum two-inch letters stating Permittee or company name, and day and evening phone numbers. TMC 11.08.140 2. Install barricades, signs, warning lights, and safety devices sufficient to notify public of obstruction or traffic hazard. Devices must remain until the obstruction is cleared and the right - - way is restored. TMC 11.08.170.A. • fail /VS 7 /!1e IZDI) 8t'? 41,2 (lb.) • 781) 3. Maintain access to fire stations, fire hydrants, fire escapes, and fire fighting equipment. TMC 11.08.180 4. Maintain access to property adjoining excavation or site work. 5. Preserve and protect all property adjoining excavation or site work. 6. Restore disturbance to private and public property. TMC 11.08.220.D 7. Disturbance of survey monuments and markers requires the Director's preapproval. A licensed surveyor shall replace disturbed monuments and markers. 8. Comply with all state and city laws and procedures to protect public from air, water and noise pollution. TMC 11.08.210 9. Install temporary sidewalk or curb ramp if permanent is blocked. TMC 11.06.220 10. Cover open excavation with non -skid steel plates ramped to elevation of contiguous right of way surface. TMC 11.08.220 11. Store all stockpile material shall be stored in a safe manner to protect the public. ,STORM DRAINAGE NOTES 1. All methods and materials shall meet City of Tukwila Infrastructure Design and Construction Standards, and the current King County Surface Water Design Manual, unless otherwise approved. 2. Mark all storm drain inlets with "Dump No Waste' and either "Drains to Streams', 'Drains to Wetlands', or 'Drains to Groundwater', as applicable. 3. Driveway culverts shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections that match the side slope. 4. Single family residences constructed on lots created by subdivision must provide downspout infiltration shown on the approved plans. ?AVEMENTBESTORAJIOII 1. Compact backfill to compaction of undisturbed ground or compact backfill to meet City standards. 2. Restore pavement to its original condition immediately following backfilling or when concrete is cured. a. Except for winter or other weather conditions which prevent paving, complete paving, resurfacing, or facility replacement : • On principal arterial, major or collector street within 3 calendar days. • On other streets within 7 calendar days b. For work prevented due to weather,: • Provide a temporary patch. • Provide a construction schedule addressing means and methods to minimize traffic disruption and to complete work as quickly as possible. • • w ti City of Tukwila DATE: 11/15/96 PAVEMENT PATCHING Ea Is eft RS -3 SA' Crusted desk Whinge. Ordered IN Soo Cut rag M aLroMIN Pot. • INW MP /MP 4ED 00 WO an MD MO CO .= MD 4M0 000 0110 4M4 MD =4 SIP On QED MD 4WW MO AD MP an 4WD END 410 OD Oa 00 ME ma 4•0 00 00 am 410 4=1 WI OW 010 4011 OM M 4011 4WD 400 41014 11140 400 Mb 611, MD 4I•• 41.14 4En MP 4111, =14 01114 MD alb 4WD am, an 4WD OP 410 4ED M14 4nD 4=4 4010 IMP al na MP am IND 4001 OM 4014 an Mb IM Ms m M 400 411W a, MP M SID GO 4MP 40/0 00 41•0 000 .ED 4WD 4WD an# 4/EP EMI 4101 ORD 40 4110 410D ■■• MIP MP 4WD Ow CO 411, 400 41•1 41004 00 4•41 MP aji No Cot 00 4= 41ED 00 00 Oa MD NElo OD M 4WD 40 41•1 104 Oa MP 410 4010 4010 =IP Ma an 1=1 ED OD DIIIP MEP MEP MD MO 00 PIM M 00 MO MO ad• 4EW 410 0110 On MD non 0/0 400 41= ea .00 am Mio 4WD 011 IND Ma MOP 00 MD 00 MO EN/ 411/ 4•0 4111 4111 4E1. 41•11 101 00 410 MO MD MEP MD ▪ •1111 MIR GO MD EMI 4110 1ED PM MD al/ MP MI MID MP MP M. ▪ M. EMI 4011 410 MI 010 4=11 EMI 00 PIM MID 4111. MOO Cenente Sr Numinous TYPICAL PATCH FOR FLEXIBLE PAVEMENT NOTES: I. NI ..rtc to .enform r tie wont llen•rd $M&Ma1MM hr Iles. blip. SA Alunlewl Cenetrusli . 2. A minimum of • one your guerMNee 1e moire/ .n e1 wit Mlal M/ sett." A. Cw+NMe• Mn* fill In piss of iw • reek melbAM moy M required In MISS Si met Msohent .MwW. or es *+eelid bp Cla Wooer. R ,4 %so 4 0i 09 CORREC,J,;�N S i r Crushed Nook otiose arowei br we "// Dec ' St 7 , ' E', 2 v .=,6 'o4 6 /Y/4/2 '04 DOS • 297 i4 OvigieX • lit: r.J' - i rl� n.�1..1y./•.. r 0 0 4 .'. , s I r — 1 o. c. 2X6 SOLE PLATE SIMPSON ITT29.5 3/4 T&G PLYWOOD SUB&IOOR GLUED 8 NAILED 9 1/2 8CI FLOOR JOISTS Closets Pre Manufactured Roof Trusses 11 7/8" Cl B I Joist 16" o.c. I I_ -Crawl •1! ll�llt, I /4 GUM A -38 INSULATION (A -30 IF SCISSORS) SIMPSON HI O EACH T SIMPSON R3S p 44" O.0 1 I -7/8" "BO 400" I- JOISTS e 16" O.C. 3/4 T6•G SUBI3.00R ----N, 1 /2' GWB 1I-21 INSULATION - 1 /4" GWB (tYP ) 9-1/2 '801400" I- JOISTS 0 19.r 3/4" SUS -FLOOR (MAINTAIN 18` MIN. CIA. BETWEEN WOOD FRAMING AND FINISHED GRADE.) UNDISTUP.BED NATIVE GRADE Typical 2-Story Wall Section lU PRE- ENGINEERED / PRE- MANUAICTUAED ROOF MUSSES 0 24 O.C. 2x BIRD BLOCHING 5 14x6 "WHITE WOOD" PRE - PRIMED BARGE RAFTER PX6 STUDS 16" O.C. L TVPICa MIN. SHEATHING . - A-21 MSUA RT1ON JOIST PEFI TRUSS MFR. �-- DOUBLE 2x6 TOP PLATE (PIP.) /-- 318 MIN. SHEATHING SLOPE RN. GRADE 2S AWRY FROM BUILDING ---- -- 2 -2X6 TOP PLATE A -21 BATT INSULATION 7/ ;6 OS8 SHEATHING,HOUSE WRAP & SIDING OR 7/16 LP PANEL SIDING 2X6 M 16" O.C. STUD WALL 2X6 PT MUDSLLL 1/2 ANCHOR BOLTS 4' OC 2X2X3/ 16" Pk-te Washer eo. A.B. 8" x 24" FOUNDII'TION WAIL Slope grode 0 2% away from foundation #4 AEBAR 2 HORI2. 16" O.C. VERTIC. Alt. Fnd Wall for Hung Floor Joists N 9 1/2" 8(1 I Joist 19.2" o.c. flothroOm 4 D1\ D2 '\ • L D3\' N 2X016 oc 2X@16 "oc 2X016 "oc 3/8" 3/8" 3/8" £ iflQ : ij!:1(i L■ Guy" Condnous Ridge Vents -- . ter.. RE 111111011 4) ANCHOR BOLTS SHALL HAVE 7" EMBEDMENT. r 3 SHEAR WALL DETAIL Hardie Siding_ SHEAR WALL SCHEDULE 8d03 "oc 8d04 " oc 8d06 "oc 8d 0 12" oc 8d 0 12 "oc 8d0 12 "oc 3) ALL ANCHOR BOLT CONNECTIONS SHAD. HAVE 2 "X2"X3/ 16" PLATE WASHERS. 3/8" Min. APR Roted Exterior Sheathing to one side of wall section fastened with 8d nails 0 6" o.c. for panel edges and 12" o.c. in the field. Block oil panel edges. No Anchors Required 16d 0 16" o.c. SOLE NAIL IP A 00 or 1 6d 0 3" 16d 0 4" oc 16d 0 6" oc NOTES: 1) n INDICATES SHEAR WALL - ALL WALLS ARE 2X AT 16" O.C. 2) ALL EkTERIOR WALLS AND ALL DESIGNATED SHEAR WALLS SHALL BE BLOCKED AT ALL SHEAHING EDGES. EDGE NAILING APPLIES TO ALL TOP AND BOTOM PLATES, VERTICAL JOINTS, HORIZONTAL BLOCKED :JOINTS, AND WALL CORNERS. MARK STUD SIZE WOOD SHEATING EDGE NAIUNG FIELD NAILING SOLE NAILING 1/2" ANCHOR & SPACING BOLT SPACING . - • ..r +. . w...rar T • . �1•.. ,, vr, r... fir . or,., • a.w. -.v .- rw • •wI • • •r- ",„-- -. V .'•fT�..rr.'tw 2 d" 32" 32" 8d 0 6" O.C. INSTALL PRIOR TO LEDGER 2X BLOCKING - PANEL EDGE NAIUNG SECTION b WIND BASIC WIND SPEED 80 MPH EXPOSURE CATEGORY 8 METHOD N PROJECTED AREA METHOD SEISMK ZONE 3 DESIGN BASE SHEAR FACTOA FLOOR LOADS ROOF SNOW LOAD RAL NOTES CE: 1997 U.B.C. 8d @6" O.C. BEAMS 8, HERDERS TO BE DOUGLAS FIR #2 6. BTR UNLESS NOTED OTHERWISE .,FRAMING LUMBER TO BE SPf #2 6. BETTER V=0.143 W 50 PSI 25 PSI 3/8' MIN. SHEATHING 0 TOP OF \-- GARAGE TRUSS NP & BELOW OVERBUILD FRAMING 1 8d04 "O. II 2X6 LEDGER W/ (3) 16d ER STUD SIMPSON A35 0 12" o.c. [] GARAGE SHEAR WALL THESE PLANS LICENSED FOR ONE TIME USE ONLY! Continuous Ridge Venting Crawl Space 4, �r u SINGLE POUR CORNER IIISM ATION 30' MINMIUM IRE8R11 LENGTH SPECIAL MFR TRUSS W/ 1 /2" SHEATHING (TRUSS TO BE MFR. W/ 2X VERT. 0 24" o.C. MAX.) BLOCK ALL PANEL EDGES, NAIL W/ 8d 0 4" o.c. AT PANEL EDGES & 12" o.c. AT INT. SUPPORTS OR MFR. TRUSS DESIGNED TO TRANSFER 30041 lF FROM TOP CHORD TO BOT. CHORD THRU WEBS. \____1/2" ___ 1 /2" SHEATHING OPTIONAL. SEE SPECIAL TRUSS NOTE J CORNEA DISTANCE r FROM EDGE \ OFSTARP '"CORNEA Ba ONE 14 flESAR IN SHEAR CONE 14' MINIMUM OEERR LENGTH >tx (2) Sty Typical at hoiddi s • � r SIMPSON STRONG -TIE ISTHD8 _1:3 • STAIR RISER DETAIL !•Provide handrail 34 " -36' obcwe trend nosing_ Gtosp dimension to be 1 114 " - 2". Terminate R at newel past at safety terminal. Where used as a guardrail max opening of 4 ". Deck Framing Section Connections I REALITY HOMES INC. / OWNER: TO VERIFY AU. DIMENSIONS. STRUCTURAL DETAILS. BUILDING CODES, AND GRADE REQUIREMENTS. BURMA RESERVES THE RIGHT MODIFY PLANS AND DIMENSIONS ACCORDING TO SITE AND BUILDING CONDITIONS. CORRECi L ?R# i t 5 OTI t C-, Q= s3s QEiL CO 1 OP r ■ vi w O . Q. c o I... 0 _ O 1!1 0 0 Q CNI - W iZr m m ✓ 0 a_ Ge• t/1 w 0 c o V N ' O •iib,►. . w . r ' . 1 � , • ,,..7 +A' +.. #r; �.�w +.+..'/..�.. Mt..�ww�..-- �°'!' -n�Yr. �.... .S ..,Irv' n.T 'S .!� a y 0 m 44 m N W u. �1 CC W N J .t. •••• .•• • :1 visvo 4