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HomeMy WebLinkAboutPermit D03-188 - DOAK HOMES - NEW SINGLE FAMILY RESIDENCEDOAK HOMES 4060 S 148 ST D03 -188 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 w 6 00 rn 0 CO ILI J 1- E0 LL WO 2 Owner: J Name: DOAK DARRYL E SR Phone: N Address: 11812 26 AV SW, BURIEN WA H w Z = Phone: 206 372 -2280 W O V C] O N . Phone: 206 246 -6587 0 F- W W t— H .. Z DESCRIPTION OF WORK: W N CONSTRUCTION OF A NEW 2,432 SQ FT SINGLE FAMILY RESIDENCE, 498 SQ FT ATTACHED GARAGE AND 1,036 SQ 1 I t FT BASEMENT. Z PUBLIC WORKS ACTIVITIES INCLUDE: TESC, STORM DRAINAGE, LAND ALTERING, AND DRIVEWAY ACCESS. WATER DIST. 125 AND VAL -VUE SEWER DIST. REVISION #2 FOR STORM DRAINAGE. Parcel No.: 0040000955 Address: 4060 S 148 ST TUKW Suite No: Tenant: Name: DOAK HOMES Address: 4060 S 148 ST, TUKWILA WA Contact Person: Name: DARRYL DOAK SR Address: 11812 26 AV SW, BURIEN WA tOTE-&? Contractor: Name: DOAK HOMES INC. Address: 11917 4TH AVENUE S.W., SEATTLE, WA Contractor License No: DOAKHI *092NZ Value of Construction: $ $260,853.40 Fees Collected: $3,702.08 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 30 c.y. Fill 30 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: doc: Devperm N N Y Y DEVELOPMENT PERMIT Private: Profit: N D03 -188 Permit Number: D03 -188 Issue Date: 08/29/2003 Permit Expires On: 09/20/2004 Expiration Date: 08/08/2005 Public: Non - Profit: N Printed: 04 -15 -2004 :..,r•r1:�c,JG� Water Main Extension: N Private: Public: Water Meter: N doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ** Continued Next Page ** D03 -188 Printed: 04 -15 -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: ,m12. ( 7efi-✓C (S P.' • Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction qr the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: � - 1 4 / - 0 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 -188 Printed: 04 -15 -2004 ; 11 dt,. Y.:d.: • 1: ** *BUILDING DEPARTMENT CONDITIONS * ** inspected by that agency, including all gas piping (296- 4722). doc: Conditions City of Tukwila 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 11: All wood to remain in placed concrete shall be treated wood. D03 -188 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z ,I 11-: Parcel No.: 0040000955 Permit Number: D03-188 r QQ uil Address: 4060 S 148 ST TUKW Status: ISSUED . J U Suite No: Applied Date: 06/18/2003 0 0 Tenant: DOAK HOMES Issue Date: 08/29/2003 . J H U) u w 0 2 L Q 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be = a t _w 1 Z H 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical Z O work will be inspected by that agency (206- 835 - 1111). ILI al U D 0- 0 F- 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any = v construction. These documents are to be maintained and available until final inspection approval is granted. i-- H L I O 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection LLi N purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 0 = O~ 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 8: Subgrade preparation including drainage, excavation, compaction, and fill requirement shall conform strictly with recommendations given in the soils report. 9: 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). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 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: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: Comply with the requirements of TMC 16.04, Demolition /Relocation of Structures and Article 87 of the Uniform Fire Code. 15: Contact the Public Works Division to obtain inspections of the water and sewer connections or disconnections prior to cover (433- 0179). 16: Manufacturers installation instructions required on site for the building inspectors review. Printed: 04 -15 -2004 z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 17: 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. 18: 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. 19: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 20: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 21: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 22: SECOND FRONT SETBACK IS 10 FEET; EAVES MAY EXTEND ONLY 18 INCHES INTO SETBACKS. 23: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 24: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 25: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. 26: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 27: Any material spilled onto any street shall be cleaned up immediately. 28: A copy of the Certificate of Insurance Coverage (minimum of $1,000,000 naming the City of Tukwila as additionally insured). 29: A $2,000 bond made out to the City of Tukwila for possible property damages caused by activities. 30: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 31: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 32: The Land Altering Permit Fee is based upon an estimated 30 cubic yards of cut and 30 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 33: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1 slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 34: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. doc: Conditions D03 -188 Printed: 04 -15 -2004 wi:ti!.Yiv{ doc: Conditions City of Tukwila D03 -188 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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: z Date: 0 y Print Name: D -,/ Printed: 04 -15 -2004 Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: pity of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0040000955 Address: 4060 S 148 ST TUKW Suite No: DOAK HOMES 4060 S 148 ST, TUKWILA WA DOAK DARRYL E SR 11812 26 AV SW, BURIEN WA DARRYL DOAK SR Address: 11812 26 AV SW, BURIEN WA Contractor: Name: DOAK HOMES INC. Address: 11917 4TH AVENUE S.W., SEATTLE, WA Contractor License No: DOAKHI*092NZ DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,432 SQ FT SINGLE FAMILY RESIDENCE AND 498 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, STORM DRAINAGE, LAND ALTERING, AND DRIVEWAY ACCESS. WATER DIST. 125 AND VAL -VUE SEWER DIST. Value of Construction: Type of Fire Protection: Type of Construction: $ $236,818.20 N/A VN Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: doc: Devperm N N N Y N N N N Y Y N N DEVELOPMENT PERMIT Number: 0 Start Time: Volumes: Cut 30 c.y. Start Time: Private: Profit: N Private: D03 -188 Permit Number: Issue Date: Permit Expires On: Phone: Phone: 206 372 -2280 Phone: 206 246 -6587 Expiration Date:08 /08/2005 Size (Inches): 0 End Time: Fill 30 c.y. End Time: Public: Non - Profit: N Public: D03 -188 08/29/2003 02/25/2004 Fees Collected: $3,405.57 Uniform Building Code Edition: 1997 Occupancy per UBC: 7 Printed: 08 -29 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Print Name: r-- t p / doc: Devperm Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: 1 4 Date: 0 p p 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 -188 Printed: 08 -29 -2003 Site Address: Tenant Name: CITY OF TUKWIL Community Development Department 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 ** 40*O oak l tomes, Inc. Property Owners Name: 11812 26th AVP SW Mailing Address: Burien, WA 98146 / F�`�, r �� Mailing Address: uoak Homes, Inc. 11812 26ttt Ave SW Burien, WA 98146 Name: ) E -Mail Address: Company Name: Mailing Address: Doak Homes, Inc 11812 26th Ave SW burien, WA 98146 Contact Person: T r j v E -Mail Address: J1 41-- City King Co Assessor's Tax No.: 4.90 /G'Ot2 Suite Number: City Day Telephone: Fax Number: New Tenant: D .... Yes .No State Floor: Day Telephone: 2 o C 7' 2 z 2 2 City State Zip Fax Number: 2 .'6' ._ .2 y6 - f'S /7 State Zip Zo6 372 -2_2_ F 2 -v6 2V(- ,`i2 '7 Contractor Registration Number: 10A Ai 7 9.2. /7) Z.. Expiration Date: - / - 0 3 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF 'RECORD — " Alhplans. must be wet stamped by Architect of Record Company Name: C ,c.' ,Pe S'p5.c� // r'`� /,9 //'0 2- Mailing Address: / 9 / 5 `), t/ -l/ ' y 1�u> !� /-/ /0 2 e.v� Lc�A j 9'4.3 Z- / / / City State Contact Person: ,c • , 112; /4 jt <u 5 E -Mail Address: .SY 'ENGINEER OI .RECORD. All plans must be wet stamped by Engineer of Record Company Name: )e5-.5A, /o- Day Telephone: '2 S /, $ - 6 - 6 5-S' Fax Number: y2 5 - 6 C 6 0 S2,9 /it..) // 0'/C 2 _ Mailing Address: / 9// t 1" -/4 y / ,e . ` 1f f U 2 /t4L 424 ??03 2 / City State Contact Person: k / S Day Telephone: c / 2 5 6 5 6 - h+ — 7 2 �?d trei Zip Zip Zip T� f /} 2Cfr/ec e /112 / (J /A r � � /y! yr "")/ 1 /�/ 7 5 /U /73Y S // % �� ' / o / \applications\ permit application (3.2003) I- "► r ,00 ,(� ^ " D J ? 2 2 66 C/ 3/2003 Page 1 Valuation of Project (contractor's bid price): $ f 9 0 /C- Existing Building Valuation: $ Scope of Work (please provide detailed information): 5 ,/,- r ,, _ e) e a ,,, t /,fLe �i�,�•c, if l tcrvi /. , c4 f ;M Will there be new rack storage? 0 .. Yes (Z.. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below Floor %:_ • Floor.. 3` Floor Floors thru. Basement!': Accessory Structure* Attached, Garage Detached: Garage Attached: Carport; Detached Carport Covered Deck Uncovered Deck .' N 1 Interior Remodel Addition to Existing Structure New /5 Gv l Type of Construction per UBC i Type of Occupancy per UBC 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: Z- Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O.. Sprinklers ..Automatic Fire Alarm ❑..None Other (specify) 4rc�, 4.4,` Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ..Yes (ZNo 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. \applications \permit application (3.2003) 3/2003 Page 2 «1:4,a 1r ;. u: 4.; i..:,; tc�. .::.,J1�J+,::wrt'�. •`;„ ..+�:s_,:._ =1.ii cJ+iVi+ Cow '.:1ott�w:'e..: "u.:oS "�••v.. ". :t.S.si:,;+i iw?Lv:.7 d✓ L IC. 3,17 /J GN `WO" verz u lei/ 4E05 ?' Cj l air'tLi i`C� A/1 r 1 f f P p e yl pi /r Scope of Work (please provide detailed information): Water District ...Tukwila Availability Provide Sewer District , [ukwila ...Sewer ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size Please refer to Public : Works : Bulletin . #1 for fees and estimate: sheet: Certificate ❑ ...Septic System - For onstte septic p Submitted with Application (mark boxes which apply): :Civil Plans (Maximum Paper Size — 22" x 34 ") 0 ...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 -of -way Non Right -of -way N./ (..Total Cut -4 1 .Total Fill 'yp i Side Sewer ❑ ...Cap or Remove Utilities ❑...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water cubic yards cubic yards ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public \applications \permit application (3.2003) 3/2003 .Water District # 125 a.. ValVue - SS 17 Call before you Dig: 1- 800 - 424 -5555 ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line „ If WO# WO# Private Private ❑ .. Highline Geotechnical Report ❑...Traffic Impact Analysis f,�-. Maintenance Agreement(s) ❑...Hold Harmless ❑ ...Renton ❑ .. Renton ❑ ...Seattle ...Sewer Availability Provided ❑ .. Approved Septic Plans Provided ttc s s em, rout t tes of a current septic design approval by King County Health Department. ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone Bt. Storm Drainage Page 3 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation f Utility Undergrounding ❑ ...Deduct Water Meter Size If FINANCE INFORMATION Fire Line Size at Property Line ❑ ... Water ❑ ... Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City • State li Zip Day Telephone: City State Zip CW�.JL'a��. ✓��1.' k 2 �( . t :l,::i.: is ::In;i?+n3iiril.`Nii ,4.1w4i'c". Unit Type: Qty Unit Type: Qty :. Unit Type: ,` . . Qty :: Boiler /Compressor: 0 -3 HP /100,000 BTU Qty Furnace <I00K BTU i Air Handling Unit >= 10,000 CFM Other Mechanical Equipment Furnace>100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /t,00000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30 -50 I -IP /1,750,000 BTU Appliance Vent Hood 50+ I -IP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind 111 ECHANICAL PERMIT IN 'OR1vIATION 206=431' = 3670' MECHANICAL CONTRACTOR INFORMATION Company Name: --Doak Homec, Inc. Mailing Address: 11812 26th Ave SW Burien, WA 98146 Contact Person: E -Mail Address: Use: Residential: New _la Commercial: New .... BUILDING OWNER Signature: Print Name: Mailing Address: lapplications■permit application (3 3/2003 11812 26th Ave SW Burien, WA 98146 Contractor Registration Number: ‘ ld/;/E /-/j 09? 4/ , e- **An original or notarized copy of current Washington State Contractor Replacement .... Replacement .... Indicate type of mechanical work being installed and the quantity below: AUTI- [�RIZ AGET: / Al/ e Doak Homes, Inc. Page 4 City State Zip Day Telephone: 2. c96 Fax Number: 2.J d 22 V - Expiration Date: - — / 7 � ^ 22 1r" License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ ? j - , 5 a b - - _ - _ - Scope of Work (please provide detailed information): t o A )3„ , f cea o..� jLL / 6,4 f � 2 y 3J City Fuel Type: Electric 0 Gas ....0 Other: pl>!cai Ic to. .alt:pei niits this: applic tiop 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 TI -IAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY 13Y THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Date: Day Telephone: 2-at 6 ^ 3 7 2- 2- 2 ) State Date Application Accepted: Date Application Expires: / 0 2 -1'-9 Staff Initials: 1 61,14 % "'�..,�;£•' n''T. ,i'4'?ai:.,';:'+: . -,!''. Zip 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 51- 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 PRO) ECT ,NAME. 1 t ) <c/4 -4 MAtu24 //L` c PERMIt# o3 - / S 8 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: 25 B. 2.5% of first $100,000 of A. ' 1 1 1 -- 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 cubic yards Enter total fill volume ? p cubic yards Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 1 oc9 Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. $ 111 ( re (5) $250 (1) eo TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION 1' (1 +4 +5) $ 2S 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. i QUANTITY in CY RATE 50 or Tess $23.50 51 —100 $37.00 101— 1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1s 1000, plus $14.50 for each additional 1,000 or fraction thereof. 10,001— 100,000 $325.00 for the 1s 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) '. 115 (100 %) $10.00 -15-10 (75 %) $7.50 10 -7 (50 %) `'S' 1 $0'0)0 7 -5 (33 %) ' $3.30 5 -2 (25 %) $2.50 2 -1 (19 °b) $1.00 - ....:..04 - 7' # .. $0.00 6. Permit Issuance /Inspection Fee (B +C +D) — (6) $ ( The pavement mitigation fee compensates the City for the reduced life span due o 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. 7. Pavement Mitigation Fee 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees Approved 09.25.02 Revised 03.18.03 Revised 05.13,03 2 $ c (8) PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) : � z C. Water Meter — Permanent* E,c;siztj MeilLet Cwiti.. , 'Dwr. /2.5) 6 rt g D. Water Meter — Water only* ' —J C.) E. Water Meter — Temporary* o o * Refer to the Water Meter Fees in Bulletin 1 U) , Total A through E $ �" (9) _I F co u _ 10. ADDITIONAL FEES • W O A. Allentown Water (Ordinance 1777) $ ga B. Allentown Sewer (Ordinance 1777) $ ' C. Ryan Hill Water (Ordinance 1777) $ = w D. Special Connection (TMC Title 14) $ Z E. Duwamish $ E- O F. Storm Drainage Mitigation $ w f— G. Other Fees $ 2 D Total A through G $ (10) 0 • o— o1 ri _ � DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ lihrn u O ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE Z ui U = . This fee includes two inspection visits per required inspection. Additional inspections (visits) z F 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 3 i s ;, ,..,.._ ..... 4 CITY OF TUKWILA Public Works Department 206 -433 -0179 PUBLIC WORKS BULLETIN 1A TYPE C FEE ESTIMATE WORKSHEET Type C permit fees are based on the value of the construction work. The City collects an Application Fee when the application is submitted and a Permit Issuance and Inspection fee when the permit is issued. Applicable permits having flat rates are added to the calculated fees and are due when the permit is issued. You may use this form to estimate PW Permit fees. This is an estimate only. Actual fees may vary. If you do not provide contractor bids with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. The permit fee covers the cost for two reviews and two inspections. The permit fee does not include fees for additional reviews, additional inspections, or for revisions to approved plans. These fees are charged separately and must be paid before PW Final Inspection. Refer to Bulletins 1, 1B, 1C, and 12 for more information. There are two activities that trigger a Type C permit. They are 1) Construction in the right -of -way and /or on private property, and 2) Grading. The following information should help you determine if you need a Type C permit. This Bulletin should not be used as a substitute for codes and regulations. Your project will be reviewed for specific compliance to codes and regulations. Approved 09.25.02 Revised 03.18.03 Revised 05.01.03 1 PUBLIC WORKS BULLETIN 1A TYPE C PERMIT Tvpe C Construction Issued for 180 days for activities in the right -of -way and /or on private property. These activities include sewer, water, surface water, grading, street improvements, boring, culverts, curb cuts, paving, Z driveways, fences, landscaping, painting /striping, sidewalks, trenching, utility installation /repair,. H Z Type C Grading rx 2 Fills in the regulatory floodway shall not be permitted. J v 00 Issued for 180 days for: co 0 • All grading operations, except for the listed exemptions, tu H • Any fill using materials from onsite excavation, Q o • Any excavation related to a structure, having an unsupported height greater than five feet after W completion of such structure. Exemptions: • Excavations Tess than 2 feet in depth, = a • Excavation that creates a cut slope five feet or less in height and flatter than 2V: 3H, z H • Fill less than one foot which is placed on natural terrain with a slope flatter than 1V: 5H, z O • Fill that is less than three feet in height, not intended to support structures, not exceeding 50 � ui cubic yards on any one lot, and not obstructing a drainage course, • Excavation below finished grade, for basements and footings of buildings, retaining walls, or p cn _ other structures, which is five feet or Tess and will not support a structure, 0 • Cemetery graves, H v • Refuse disposal sites controlled by other regulations, u.. • Mining, quarrying, excavating, processing, or stockpiling of rock, sand, gravel, aggregate, or clay Li Z co where established and provided for by law, provided such operations do not affect the lateral U support or increase the stresses in or pressure upon any adjacent or contiguous property, 0 H • Exploratory excavations under the directions of a geotechnical engineer or engineering Z geologist, • The stockpiling of less than 50 cubic yards of topsoil, peat, sawdust, mulch, bark, chips or solid nutrients on a site, • Emergency and temporary sandbagging, diking, ditching, filling or similar work performed to protect life or property during or after periods of extreme weather conditions. This emergency and temporary work includes work that occurs within a reasonable time, determined by the City, following the weather conditions. Work performed to restore the property to its pre - extreme weather conditions state, shall not be exempt. • Agricultural land management practices, • Commercial stockpiling operations, which existed when the Grading Ordinance was enacted, and which involve the stockpiling of materials as a normal part of daily operations. The property owner must obtain written approval from the Public Works Director for exemption. • The creation of impervious surfaces, OR clearing a cumulative surface area of Tess than 5,000 square feet. Approved 09.25.02 Revised 03.18.03 Revised 05.01.03 2 i;.',','.:.H,'. ti: �i1�i: Slmsaa,.• ��tr,:. v�r:.>>: t,.'.;; t>::: rrsia;,:. r::. Piw. geau . +lfli„';:iak1.'•.:td�•'l'?»'_ • sti+"»< 6t' t"_+ i1x+ fM2 :i•iYS.tiYirii�.3:e..:i:u:++�. City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0040000955 Address: 4060 S 148 ST TUKW Suite No: Tenant: DOAK HOMES PERMIT CONDITIONS 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: Subgrade preparation including drainage, excavation, compaction, and fill requirement shall conform strictly with recommendations given in the soils report. 9: 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). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 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. z Permit Number: D03 -188 _ w Status: ISSUED re g Applied Date: 06/18/2003 U Issue Date: 08/29/2003 0 O 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: Comply with the requirements of TMC 16.04, Demolition /Relocation of Structures and Article 87 of the Uniform Fire Code. 15: Contact the Public Works Division to obtain inspections of the water and sewer connections or disconnections prior to cover (433- 0179). 16: Manufacturers installation instructions required on site for the building inspectors review. 17: 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. doc: Conditions D03 -188 Printed: 08 -29 -2003 ,.... .......,.. r, a: d:.: �i. .�xs..:�- :::.uSxr`i!.��G. co o _1 _ H cr) w 2 g Q co = F.. w z _ zI- U0 ON 0 H Ili W ~ H U. z w U= 0 z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 18: 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. 19: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 20: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 21: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 22: SECOND FRONT SETBACK IS 10 FEET; EAVES MAY EXTEND ONLY 18 INCHES INTO SETBACKS. 23: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 24: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 25: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. 26: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 27: Any material spilled onto any street shall be cleaned up immediately. z w J U 00 CO W u, J w u.¢ = • d iu z � I- 0 w ~ ui O • - O H w W 28: A copy of the Certificate of Insurance Coverage (minimum of $1,000,000 naming the City of Tukwila as additionally I -O .. z 29: A $2,000 bond made out to the City of Tukwila for possible property damages caused by activities. O ~ 30: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation z off -site or into existing drainage facilities. insured). 31: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 32: The Land Altering Permit Fee is based upon an estimated 30 cubic yards of cut and 30 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 33: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1`)/0 slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 34: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 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. doc: Conditions D03 -188 Printed: 08 -29 -2003 : ;:�irr',';F /:c.;' - •':.r <a,'i 4:!i.' r', r; w,: n, t: ?�zri•., r' i':: dt�i." a'. t: f:; t, �Z." 5:.: .:sL;,i;4.SlCui`T?3'u;';vliaii' Signature: ccr (4,1 ..--‘4/ Print Name:3AX g7/. : >/- c l doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D03 -188 Date: Printed: 08 -29 -2003 z RECEIPT ;i_ z r4 Parcel No.: 0040000955 Permit Number: D03-188 6 o Address: 4060 S 148 ST TUKW Status: ISSUED co o Suite No: Applied Date: 06/18/2003 CO = Applicant: DOAK HOMES Issue Date: 08/29/2003 N LL w 0 Receipt No.: R04 -00881 Payment Amount: 47.00 w a Initials: SKS Payment Date: 07/15/2004 09:14 AM H w User ID: 1165 Balance: $0.00 z 1- F- 0 Z I— CU Lu • p O ( O I- 1/1 'L i = U Type Method Description Amount LL Payment Check 3996 47.00 tll U 0 H' O z Payee: TRANSACTION LIST: DARRYL DOAK ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PLAN CHECK - RES Account Code Current Pmts 000/345.830 47.00 Total: 47.00 2770 07/16 9716 TOTAL 47.00 Printed: 07.15 -2004 RECEIPT ; W Parcel No.: 0040000955 Permit Number: D03-188 v O Address: 4060 S 148 ST TUKW Status: ISSUED N o Suite No: Applied Date: 06/18/2003 w w Applicant: DOAK HOMES Issue Date: 08/29/2003 -3 1- w 0 . Receipt No.: R04 -00648 Payment Amount: 47.00 N d Initials: SKS Payment Date: 05/26/2004 02:03 PM H w User ID: 1165 Balance: $0.00 ? H t- 0 Z t— w ui Payee: DOAK HOMES, INC 0 N c31— 111 = U Type Method Description Amount LL 0 — Z Payment Check 3887 47.00 U O TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PLAN CHECK - RES Account Code Current Pmts 000/345.830 47.00 Total: 47.00 1336 05/27 9716 TO1AL 294.00 Printed: 05 -26 -2004 Z 1 Z - Z re 2 Parcel No.: 0040000955 Permit Number: D03-188 v O Address: 4060 S 148 ST TUKW Status: ISSUED w 0 Suite No: Applied Date: 06/18/2003 W H Applicant: DOAK HOMES Issue Date: 08/29/2003 N u_ W O g J Receipt No.: R04 -00594 Payment Amount: 65.48 w D Initials: SKS Payment Date: 05/18/2004 02:50 PM i— _ User ID: 1165 Balance: $0.00 ? i— O Z i— ll! ui D p O .- O i- w uj I— - Type Method Description Amount — O ai Payment Check 3857 65.48 0 N ' 1- _ Oi Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DARRYL DOAK BUILDING - RES PLAN CHECK - RES RECEIPT Account Code Current Pmts 000/322.100 11.20 000/345.830 54.28 Total: 65.48 1060 05/19 9710 TOTAL 65.4O Printed: 05 -18 -2004 z • Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt DOAK HOMES INC PLAN CHECK - RES PW ADDL PERMIT /INSP FEE City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z RECEIPT i f- W Parcel No.: 0040000955 Permit Number: D03 -188 v O Address: 4060 S 148 ST TUKW Status: ISSUED u) o Suite No: Applied Date: 06/18/2003 w Applicant: DOAK HOMES Issue Date: 08/29/2003 -I H CO L w O ga s Receipt No.: R03 -01539 Payment Amount: 74.75 u. co Initials: SKS Payment Date: 12/22/2003 04:12 PM H w User ID: 1165 Balance: $0.00 z H 1- O z t— ll! ui U� O E . o 1- w = 0 Type Method Description Amount t Payment Check 3472 74.75 U , .-.9 O Z Account Code Current Pmts 000/345.830 47.00 000/342.400 27.75 Total: 74.75 592? .12/23 9716 TOTAL 74.75 Printed: 12 -22 -2003 Parcel No.: 0040000955 Address: 4060 S 148 ST TUKW Suite No: Applicant: DOAK HOMES Payee: DOAK HOMES INC ACCOUNT ITEM LIST: Description doc: Receipt Payment Check 3416 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z Z c w Permit Number: D03188 6 Status: ISSUED 0 0 Applied Date: 06/18/2003 w w Issue Date: 08/29/2003 - i_ w 0 2 Receipt No.: R03 -01372 Payment Amount: 221.76 LL Q w Initials: SKS Payment Date: 11/13/2003 09:54 AM = w User ID: 1165 Balance: $0.00 = z I— I— 0 z I— w Lu U� 0— 0I— TRANSACTION LIST: w w Type Method Description Amount F= tL 0 Z RECEIPT BUILDING - RES 000/322.100 PLAN CHECK - RES 000/345.830 221.76 Account Code Current Pmts 134.40 87.36 Total: 221.76 .Yt;',,,; 11/13 971.6 TOTAL 221. r6 Printed: 11 -13 -2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 0040000955 4060 S 148 ST TUKW DOAK HOMES R03 -01064 LAW 1630 Payee: DOAK HOMES TRANSACTION LIST: Type Method Description Payment Check 3281 BUILDING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE RECEIPT Account Code 000/322.100 000/342.400 000/342.400 000/386.904 Permit Number: Status: Applied Date: Issue Date: Amount 1,899.95 Current Pmts 1,760.95 23.50 111.00 4.50 Total: 1,899.95 D03 -188 APPROVED 06/18/2003 Payment Amount: 1,899.95 Payment Date: 08/29/2003 10:40 AM Balance: $0.00 20.:h? 1:i3/29 1 71.6 IOTA. 40:i % .._ Printed: 08 -29 -2003 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0040000955 Permit Number: D03 -188 Address: 4058 S 148 ST TUKW Status: PENDING Suite No: Applied Date: 06/18/2003 Applicant: DOAK HOMES INC - LOT 1 Issue Date: Receipt No.: R03 -00739 Payment Amount: 1,505.62 Initials: SKS Payment Date: 06/18/2003 03:23 PM User ID: 1165 Balance: $1,899.95 Payee: DOAK HOMES INC TRANSACTION LIST: Type Method Description Amount Payment Check 3178 1,505.62 ACCOUNT ITEM LIST: Description doc: Receipt PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW Account Code Current Pmts 000/345.830 000/322.100 000/345.830 1,144.62 250.00 111.00 Total: 1,505.62 9690 06/i0 ' °'716 TOTAL 1505.62 Printed: 06 -18 -2003 Pro ect: 1 )0 (,cam— �v�slw Type of Inspection: p Pi ,/L --[ mo f O 5 ( og Called: ) n 1 044 Special Instructions: Date Wanted: ),oz J ,2,..0'D as mm � m Requester: P Loth e No ? 0 a 2-7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 A pproved per applicable codes. a Corrections required prior to approval. COMMENTS: ��C T F et_ Date: $47.00 R INSPECTION FEE v. UIRED. Prior to inspection, fee must b paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: S.� P • •- c t • Type of Insp ctior: A re j D• t 4 Date Called: Q19,104 Date Wante �2G1 a.' p7m. Spe ial Instructions: ^ � Requester ' v ac ) hon a• N; INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 pproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: 1 Date: / _ 1_0 4 .mac !� Yf �' T $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: .8 Project: /4 Type of Inspection: Date Called: .•- f_2,____ Address c 4 (2 ''-' . / Special nstructions: Date Wanted: y a.m. � m. ✓ Reuester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit t/ iii PER J 0� • 06 431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 Inspect . ./ve/ Date : El $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: DoaK domes Type of Inspection: I ii oa l Address: C 146 Ct • Date Called: 1 7 — e 04 Special Instructions: Date Wanted:, 1 a.m . . Requester: Dar ryl Doa Phone No: 206-372.— 12.00 D03-1485 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. E] Corrections required prior to approval. COMMENTS: 12.14), cvvi c6JL)1( kArtAA 44/d f tAA-41 1 2.1V01( F (A POP( inspector: 74/ Date: jz'P/ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: i W re 5 J U U N 0 cn W J H ' O 2 � = W Z � ZI- W 2 p: U oI- WW 1— U' u. O .. W 0 z Fgbj ct: � ) �`. 1► /AL• Typ- of Inspecti ., .rat �! Date C." led 7 ip C • a 9- L4 1 Ad ess: it o4, D S, I Specilal Instructions: Date Wanted: a:m. Requester: a A/L( Phone 0 1 ( ) Q — .&-7 .. Q4 0 x L ' 'INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N • CITY OF TUKWILA BUILDING DIVISION �• 1 I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 -3670 I r r Ili -Approved per applicable codes. Corrections required prior to approval. COMMENTS: (22'2 2 f Inspector: Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: W IY w J 0O W1- U) v_ w La w = W Z = WO • W U � (0_ 0 I— WW U. - r % Z O ~ Z 5 ak )4) 1e Type of Inspectio �alled: • A ddr ul0sI(tf �5 ate g —?b S e c al Instructions: �fjQ t V� ale Wanted: // 7 , Requester: � \ J1 '. Ph o o• 23 INSPECTION NO. INSPECTION RECORD Retain a copy with permit tr PERMIT N g CITY OF TUKWILA BUILDING DIVISION ^ 8� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 -3670' Approved per applicable codes. El Corrections required prior to approval. COMMENTS: I 7-P w■ NrCtl 1 Inspector: Date: El $47.00 REINSPECIION•FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: P?trj.: lik Type • Inspe tior�. i'/ ' : -1,1 lrnr"-. r..w.. .r . Add ss: b " � O _ D to CaII - •. 1 j , Special nstructions: p I /' (m. 6th �� Date Wanted: .... 1 C16 ee: . ) -......... .m. Re uester: 7 q Phon ffj ` INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: oved per pplicable codes. r €v(Sr) Correc ion requires 3 ISQ J /L.. 0 $4 :00 • INSPECTIO ' EE REQUIRED. Prior to inspection, fee must • e paid at 6300 Southce - r Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: / %S ea rio to approva . COMMENTS: Type of Inspection: theZK drweway jrade foYe Address:406O s 148 St Date Called: 7- Special Instructions: Date Wanted: a.m Requester: Darryl t oaK Phone No W ,- 372 -22SD • 1/1 's % 1 ,.? : >,4 , ( 4 1 . -i..4 ) /c A ‘..e . i., tea 6/ 'J1-'i , -.{ q •1 ! -rl1.n .A_ :111 - CA- .e...d„�---4ht Project: r. VoaK Horne ,s Type of Inspection: theZK drweway jrade foYe Address:406O s 148 St Date Called: 7- Special Instructions: Date Wanted: a.m Requester: Darryl t oaK Phone No W ,- 372 -22SD PD3 -185 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. LJ Corrections required prior to approval. Inspector: Date: `il/ 5; 1/ E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. (Receipt No.: Date: pour Prgject: Hvaxe,4- Type gf,lnnsp�ctti Address : _ c (y( I) . ' I P- iJ , Date Called. 1 (1 Spec al Instructions: A- 9 /`�,-� v 1 C� c iDif Date Wanted: (+ j f 1 a.m� p.m. Requester: � A 1 . ) h4W0, t Pilo a No. ( q? --qIn5 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT 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. COMMENTS: Vv►el Y'o1"t t Inspecto . (R Date: (0-e-021 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: 4 Type of Insp ction: e2-19.2141D A /Q.* - t t 4 c i)''' 4 Ant31 r- .e. IS S , a t. Q Date Called: I/ 0/ O /J S diall Instructions: Date Wanted: /DC/I . E " ,l is 4i r 7 r �011-z.d (. - 4 .4 Z- 4// ?-7 GEC '9Q ( › i j . 5 7a .4-t _.- . ' 4.00 Al 1.47 A i 7 ■?.∎ f)•r10 1 7 IP s 1 0 4.0") .,,,., (, f.... . -- '::ate" . *5 n 1 /4 l `- rl•1 >. G!/ V74 * #A h.. 4 h , 7 LOA-1 . P /./,0.442. -, : 5 4 ...a ..41..•$ - . .r ./1 � ., s/ .. • Pr e t� Type of Insp ction: e2-19.2141D AcLd"�ess. OD S , a t. Q Date Called: I/ 0/ O /J S diall Instructions: Date Wanted: /DC/I Requester: q D ,}1/c114 Phone No: ' ‘900 .- - 7d -. 2t' (-) 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 El Approved per applicable codes. orrections required prior to approval. ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee mist be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dater Receipt No.: Date: Project. le— 41^0-e 5 Type of Ins ction: k" ICIOf --. -1 v‘.5k.AcA-\ . 10- N Address: roe© Date Called: 3-3 -0H Special Instructions: Date Wanted: 5 _ U4' ca Requester: a( ii\ Phone No: 19 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 X03 -i9Q, (206)431 -3670 p31 Approved per applicable codes. DI Corrections required prior to approval. COMMENTS: T A Vt, lr?a vA Inspector' Date: 5_ 3_01.-1 El $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,: Address: / y � rr '< /ea `-t �� t� 1 rke .• .?G1 e _er -Po C 1 hc� '' 1 _ 1n I .sere P n -t- t ;1\ v1-estoU 40 oe Requester.. / C due V'-ed u A .Vt C\ Y cAio% i Project: ,14 Type of Inspection,: Address: / y � rr '< /ea `-t Date Called: `/- may 0 Special Instructions: Date Wanted: a.m. // -.6 - 0 V `gym. ` Requester.. / Phone No: v 0 6) ,V,0 -0 - ^.• P.Y}."aRT++f1.n'e.TT.rf WrAyl..[71',., _ rpm 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. Inspector< 4 PERMI Date: ,,�iip (2 1 6)431 -3670 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Project -7;; 4' Ote.•-2.." Type o spection: 4.e Address: /e/ef " Date Called Special Instructions: Date Wanted: ra.m. "ti7r< Requester: Phone No: K-,746 e ).37,2 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Crprrec4:, (ey\plq r im I-Q +e Lass Thri y I tAtfec::( VqA1 El $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: INSPECTION RECORD ' I t Retain a copy with permit (206)431-3670 COMMENTS: Type of Ins ection: kl l 1 QY r rci 0,, s, J, rd, r f. , V ri` 4 1 CO wp\.0 4 1-r) S S. V\--9 w't ' 2 . n ctC hO,I\P VvP-PGt', Cf)hhP(A iu - "1 A-I)No OcAt Date Wanted. a V °Lii f jfy Requester: IN i i alS)1,4., Ph a No. Vice."" - 7a -- g o . Di .. ■ir\&u\c,-\--f t: Type of Ins ection: kl Ad ress:_ eitt Date Called. A 1 -1(2a1w Special Instructions. Date Wanted. a V °Lii f jfy Requester: IN i i alS)1,4., Ph a No. Vice."" - 7a -- g o Inspect INSPECTION RECORD Retain a copy with permit INSPECTION NO. - CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMI ( 06)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. Date: 1 _ 0L , ri S47.00 REINSPECTION FEE REQWIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proje , � S �� '� `t'1QW1 Type of Inspection: �oc I Address: J Q 0() S I Date Called: �'�� 3 -U L / ` Special Instructions: Date Wanted: Lt.. )_ 3_0q( a.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 bo 3 g PE (206 T NO. 12 proved per applicable codes. Corrections required prior to approval. V aA ,„,,0 4 W_ El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 -3670 . COMMENTS: Inspector: X I SLp Date: Receipt No.: Date: COMMENTS :: 1) 2...+11, ra[ e �' v c A ,2 ( } 11 r 1 ✓, tl:� 7_..m )-1 s ck-k l,v P t S .Z. Q rk/ ..-- p-e r' -\-- ,e v s5 < (s bd .- 4\ s 1 rI -)..s 0 ,ou S e � } Anclutr 2411 ') scp (> Y ., , p i /r'!'1 . ! - Date Wanted: / [ o,0,--i "` -;-, C'")trn4C' r-e,•,: 1 / 1 0-1 ho 1, <, Requester: 1--)KMA.V Phone No: 3.) S (0 k )Asap■A.Prs 4∎3UVe vhu,S„-$r bc. k - ,14 Shier 6 Li) AAA (z) CI04o , 30( - 1 5 «AA L; H 0- ti e - t )e Ph S avor, -e r iGt hv..)v 1^ \ 1 1.. ` moo s) c∎dp.. D\OC1L . - \ ic cU v;4. & - (1 t t oor- v,cX Q 30;,,,i c A' ' G v r. A r7 r ()1)om.1 Y► 1 S\ N ak r la/G. i Yvw, n •i 00,/ I to a Cki tT �j " 04 'ecty: ` , l _ '7^ aik.. -� � lJ Type of insp ction: • --- � /!t /1 /?. Date Galled: '25/ 0 it ..-- Ad r [ay�. C Special Instructions: Date Wanted: / [ t Requester: 1--)KMA.V Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. Inspector: Date: 1-- 1 El $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: LL I ow,eS Type of Inspection: v Address: l ib60 5 0 c,, Date Called: 2--\-?__I- 00 Special Instructions: Date Wanted: 1. 1.--, _ o` .\-011 a.m. p.m. Requester: Phone No: 13 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: pproved per applicable codes. Corrections required prior to approval. Inspector: Date: 1 S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: INSPECTION RECORD Retain a copy with permit (206)431 -3670 Date: !m COMMENTS: Type of Ins .ectio 0 SLA Y \-\-. V'f' W\ c ;tr)." -f©r. Q AA.Pci Speck! Instructions: V V � Date Wanted�� it � � a. m� p.m. Reques 7.) r r rv, ►si Coro( ,A0-1- w i t g .0 i v ' 15 ,,,,, K , Type of Ins .ectio Ad d e, sh D. to Called:. Speck! Instructions: V V � Date Wanted�� it � � a. m� p.m. Reques Phone No: v Le -37, 2a20 J INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 LI Approved per applicable codes. (206)431 -3670 Corrections required prior to approval. Inspector: Date: $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: � i Type of section: A�7 uxe l re Are s:L I.) h \LI A_1 4 •I v\s -irc, [1 (1 c) Specia Instructions: . -.� a.0 d vo ■JA° e t r\-,,G S a.m. 1 ..._../. I , IRO 2 Sc-1 t 11n bAs' .9 ,fr' Ia L,[ /r - t - �,�01n s - e. ,-c4 vn-Pi' 4 ` r 0 irrrc -1 � t 1 ` CI o . t t Y -{ Ge . -t �t cti s. �1 r o v \OG w; •P A: ,r ti r ct: n � i Type of section: A�7 uxe l re Are s:L ate Called: Specia Instructions: . -.� Date Wanted:, d6/0 f a.m. Requeste� ..._../. Phone No: `., ,-� IRO • INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT ► CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Inspector:' pproved per applicable codes. Corrections required prior to approval. Date: ` 10-02") 0$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: ►t S COMMENTS: Type Date Ca nspection: ti■`-'4 a led: 315 ar I.) EkvA.st" 4. 1 n s crk sU emtvler ItvVa ( ✓r s:\no v- • Date Wanted: a.m. Requester:: /} /Fl 2-) Ste 1 1v\ \ SPfro- 91n` � " <<ve �G ' S \ 40 O P '\ v ` � l -Pto i k 7' ect: a (% . N�U�. Type Date Ca nspection: ti■`-'4 a led: 315 ar A dress: ' n o 1 j_jI, � L1G Special Instructions: • Date Wanted: a.m. Requester:: /} /Fl Phori'e No: V! I 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 (206)431 -3670 tEt Corrections required prior to approval. Inspector` Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule relnspection. Receipt No.: Date: COMMENTS: NV l�_s Type of Inspection: .. C Al i . r .� Addres ., 0 L.- 0 S ' } 4 . ` - PW+ v' ■ ∎ o ," ,s +rm p S G c( A P d V 1')\ i c 6 v∎, 1" -to \- rA on; \A 1 s C 0) r re c--\ i ovl A-el r` r qv r rt •k co _c p p 0 , --i c e) (i)((^ 1. P r — 1 t Prate : NV l�_s Type of Inspection: .. C Al i . r .� Addres ., 0 L.- 0 S ' } 4 . Date al ed: r- 31) S OLI Special Instructions: p Date Wanted: U ) a.m. cp,m ^. Requester:, � ) /� = 1A _ Phone No: .)--019 -3 - 7- - age) ) 0 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. Corrections required prior to approval. Inspector: — \ 2 (st Date: -0L} EJ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. W ce i 00 N D J U) W 0 g a. cop s 1— W Z = W W ▪ N OH W W Z . w co O ~ z COMMENTS: ) #d i. PLlt4tUv. 1 4-&r cC'c1 -eU f 1 0(72 , ,--P WI e v‘ Way S u\O vvl t -P G1 Gi -c- e V " - r ivvI U -1 ∎ uv- t A) a \ (y t�} ' Y e e , o r e�.f ` . ? - - 10'0 .S 1 G,n c a ( (s J. - a A A ,x' --- . 1 D r at rn 4 1-1 ? 4 5 . A -e , `PP c 5 S 5v\o4--Vt 1 As. oy\ to, fit,- - DatCalled: .... / 3 2 -) l vn t. ":-N- s 4 r wu 11S h rr-- r- c, Dov 0 4 ,(t'v t sir) �' I , -\-1�� u c - P,nrii v\ ( OIAA r -9 4\U hr's e2 ).) 1-A' 1L) A co SW cQ(o'er' 0,0 '-v \ P. a 1,, \co4\o w ? 1,64-9 a r ‘'\.0 V-(1 e ect tAfri k 9V\U r\-Pr rr (( ' r tt YCAtSe( � 1(l' t (k0w" \) A1��P5 ect: ,c, Y " Zip" Type of Inspection: • Agvi ,,)a 1/ (1J Addre ILO S ' DatCalled: .... / 3 Spec al Instructions: 7i Date Wanted: a.m. Li r ✓ Requester: e... (re4..... Phone No: S 1 1 9 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERM T O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) =3670 ❑ Approved per applicable codes. N Corrections required prior to approval. )4.),J Date: - .-- • rJ L- I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: COMMENTS: _ L1. 1 S tiL) .. l \ r\ --\ 1O1 vv'a 1 11 00y- - siveco' ` UW Vitti tS - LD`LIowl 00,4 e C p" O. C_ s.). \rou\ con o COM.oI-e e r-eu\c‘ov‘ - 1 -c MA 9;4 F Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Project: L C( \- O1n �P 5 Type of Inspection: r 5 K ea Ir k) I Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: u � INSPECTION RECORD Retain a copy with permit PERMIT INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 Li Approved per applicable codes. 1)03 (g : $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 670 Corrections required prior to approval. Inspector: e A L) Date: ...22-1 _ 0 L) Receipt No.: Date: COMMENTS: ).) ABC ' T . - 5 } s Y G 4 - Vv 0 vin, b0 44 \'''P' k.).--PA -- 1-r1 v+n(A ►Y\ Poo r �%ton,re. A , (004 1 r. S4't WI, WCA i 1 I Date Called: Co WT k - IC, •- ' r () nsf )10 i) C-e Special Instructions: Date Wanted: a.m. Requester: -1 11 Y I Phone No: -610 1 5 — S q Lf q r5 t f w �' . ((� Typf nspecti� n c'�' l (.(,Lt Vl. li cl A ess.'n S 1 s _ / Date Called: 1 el o v Special Instructions: Date Wanted: a.m. Requester: -1 11 Y I Phone No: -610 1 5 — S q Lf q INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206)431 -3670 Ei Approved per applicable codes. ti Corrections required prior to approval. Inspector: \ Date: 0_ 0 ) $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: \ oject: ac k_ \ 1 AAVOA T pfpf Inspection: Ko i paa Ae ess: 140L/D r I it-fgt ate Called: Date d-iciDC-( -- Spe ial Instructions: Date Wanted: - D\ C9_ 0 altp P.m. Requester Phone No Q0Ce - 1 I 5141.42, INSPECTION NO. • INSPECTION RECORD Retain a copy with CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 PERMI / (206) ,trA per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector:*The (' ^ M Date: - J2/ $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: f 1-3670 Project: p/� sL.`%��� l� .5 Type of inspection: /--CO T �i� �� /�.S /CC Address : & C) f � fff pt Date Called: / 2 2'3 Special Instructions: • Date Wanted ,..) 6m. Requester :4 // Phone No: v 2o4 72-22&) INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1)03 r1&? proved per applicable codes. Corrections required prior to approval. COMMENTS: C ) S,r,, h &)IS• » 2cd, ruvel Date: /J —Z3-- Inspect) 4 .00 REINSPECTION FEE • EQUIRED. Prior to inspection, fee must be id at 6300 Southcenter BI d., Suite 100. Call to schedule reinspection. Receipt No.: Date: 'I 2 COMMENTS: Type of Inspection: • .L7lam. .�J( Add 5' / Date Called 2` Z7 — 03 Special Instructions: Date Wanted: ��a.m., / 2 _2 3-e) 5 p.m. Requester : ti, ..dam " ,P- ' fi ;-- kLith ,AA.t10 t .> 5-CitvIA &D A'I A WV-Ai V t,t4 l . u &1X /)n-12.e.0/ /&.&i a',00 U` to ,ciA.1 1 104,1,J ,CJ Vi \1 PC)/ A Type of Inspection: • .L7lam. .�J( Add 5' / Date Called 2` Z7 — 03 Special Instructions: Date Wanted: ��a.m., / 2 _2 3-e) 5 p.m. Requester : ti, ..dam Phone No: (.- 2d6 J.-72-22M 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. Corrections required prior to approval. Inspe orA Date: I a` :)3 )0 $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: /27 1. "Dor./r' dY� 7 to?" i Type o)nlnspection: 7 G` , (1r.:, c - Ild2c_ Address: z /6 , .r /ref Sr Date Called: 4.7 ' / - o ff Special Instructions: 'I_ Date Wanted: 12 -- / 7'- a 3 m. ,g. Requester: ..1 , ,r . ,;, `j/ :2).,-(-/ Phone 7 ,6' 572 - 22'D • INSPECTION RECORD Retain a copy with permit INSPECT' N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 CO OTS: Date: 7-a3 .00 REINSPECTION FEE REQUIRiF . Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ipt No.: Date: pproved per applicable codes. El Corrections required prior to approval. Pr ct: r-- n Ty f Inspection: mot, Ad refs: Q s t i s *Date Called: to 3 Special Instructions: Date Wantld: a.m. ii e 03 -Ic...)_ft12. Requester:, )1 � f �� Phone No _ 7( �D • INSPECTION RECORD �jl D _t INSPE Retain a copy with permit ION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd , #100, Tukwila, WA 98188 (206 431 -3670 $ • .00 REINSPECTION FEE R QUIRED. Prior � fo inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . Y7J' .• Approved per applicable codes. Corrections required prior to approval. COMMENTS: Q,,se ,Cs-4. Q e U"4-LL- -t(?.A. A\Lect Date: i / s Receipt Nos: Date: COMMENTS: Type of Inspection: 4D Address: Date Called: 10 /a 1J 3 ,11a \ o ff yo 6 )Y /Cf .S t Special Instructions: Date Wanted: /0 a.m. M' Requester: \ D 0.51 T tn-e PPLww► i I kl .(.t i ( m S. (A_ C/l . f -4 4 c ,r c ij1__1, -x.., 7' S, 4 . Ci-t 1,,, . 4.. v . Project;..., J )10G(, i< )--6-7 c`- a" Type of Inspection: 4D Address: Date Called: 10 /a 1J 3 yo 6 )Y /Cf .S t Special Instructions: Date Wanted: /0 a.m. M' Requester: Phone No: 69 - 37a- o INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 13 -188 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Inspector: Date: 0 1/014) - ) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: Project: rfz ,C711>-,r.,..-0A ff I Type o f nspec ion:. , (�y> /a �l�sG %.? Address: D4d S' /4' Jr Date ailed: /o- 2f Special Instructions: %,e,. � .. Le OW -- --a-e..- 6,Z 1. U G Date Wanted: / - Zg D3 a.m: p.m. Reque -- - ./) J Phone No: ( 4 2 o 6 a � 7 ' ..2,2XO INSPECTION RECORD Retain a copy with permit D03-188 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PER Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector;r Date: 1 0 _get, 0 $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 / I ' AI' V k$11 -f.4" r FOvv\ C(0■4- I Oir% LIU0A 1 ( 5 ' Reir (-A roVtrA lc, 0 pp . , kioi % C en \ - Lo -st ■ CA --V_ c . 1 • M _ QvIA '40 Cl h) \ kf r , v \--k„ , 0\ c ( c -, 40 sci\o 4 v k S to -. cidd \ I v\t/ 6 . 4 Pt: rafg DO (0i1C 42)1/1 . e.O■ Type of inspecti9n: , • . fouyaa750/7 4)€r/Lc Address: 7. i , --01 V. Date Called: q(ite/O? Date Wanted: , i / a.m. 4 7 / SpU No ai Instructions:- Requester:_ PhOne No: (Z1(A• 9 - '5 6i • • INSPECTION RECORD Retain a copy permit INSPECTION NO. / PERMITAWG CITY OF TUKWILA BUILDING DIVISION ia 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. 0 Corrections required prior to approval. Inspecto Date: c 0 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be " --4 paid at 6300Southcenter Blvd., Suite 100. Call to schedule reinspection.:' Receipt No.: Date: Do.31(8S2 Pr 'ect: )0(A HZ I'yj�. 'T e of Inspecti n: 1 -` �, F d74 �1�7/ f),? ress: LO D ' (9 P ; Date Called: C 1 fg /0 3 Spe ial Instructions: Date Wanted /163 /a.m. [/ • Requester: „_._. I Ph ne No. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved . per applicable codes. pector: INSPECTION RECORD Retain a copy with permit El Corrections required prior to approval. COMMENTS: CDt , 0. Date: 47.00 REINSPECTION FEE REQUIRED` to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .^ s � 4 617 t y:{tt.� , ...�:i }� ...u:...� 1 ,�. `7. °� �,r , .r.. .� • .), rtks.. �.. j Y /i�[�.fr�(E m�v �iil�ll�Jli�� '��e � -,�. � � , .... 8" PVC TESTING .TEE ' REDUCER DE ail IE: 258.951 v-gr f N87 °47'30 "W 4 .. PVC" J PERMIT CENTr 0 ;-- \SAN tc)F vi` , CD i W;i 2 r.1 7.0/ I I r ;.,.i J. �o H-C) r....;:::, C 2:7t8= of L� V! I r co C r; h 28.78 14" D■3WOO • / / / LOT , 08758 S9' FT / A N p l R 0 f`ITY l�F T. ,,., . . (C) j ° �O 1 8 2Oi, u) � PV =2.0 " CLI NEAR i � BLOC PROP(); EASEME LOT 1 I ARR DRA EXIST CB2 l • N87 °47'30 "W „2 LOT 3 Std r. r �/ Y-.w 1 11 � 6" PVC TESTING :TEE 1 1 \ \ \ \ �`��"� , 6" x 4" REDUCER IE: 258.95 v j (� PROPOED .=�� PERORATED I TIGI+T �N N ECT{ ON (CD r .--..,, (N 128.78 co N— r M i I PV 2.0 CLI NEAR EX1S1 BLOC PROPO5. EASEME LOT 1 ARR DRA EXIST CB2 Et • • 6" PVC TESTING .TEE ~/ Q 6" x 4" REDUCER JE IE: 258.95 N87 ° 47'30 "W 7 ° 47'30 "Wl ? / LOT FT � 8753 Sc � L (A/ ,i. 3 r 'T R n � 7 f �K Wif A ci, M4-Y 1 ' 8 2oo4 ERMIT C bNr�R / to IN t C LTR# h28.781 •\ •... • PROPO PERORATED TIGH�LINE CONNECTION I �I � :1 c� ,r X I o C\3 128.78 of 5' / / t� 3 SC) F M CD 428 78 CO M r t t MP I I I I 1 � PV =2.0 " CLI NEAR L ?xIs -1 I BLOC PROPO: EASEME LOT 1 i I 1 ET ARR DRA EXIST CB2 4 C CC 2 00 0 W H LL w ( 22 a w _ z �- Z UJ U 0 In wW H- L - 6 z ui 0 z 7 °47'30"W J RECEIV D C)F 71 WII A CENTER J 7 °5 ' E 28.78 14" DO3WOO DL OR )0616 RA :CTI of • PVC : : PROPO PERORATED TIGFI�INE C6NNECTION N87 °47'30 "W / It: zots.0I wa • L -� t ckve.514‘45 , 1 e) &e4 c� `2)"x o 128.78 1;1 { V)) I co I 0 0 cr z _I- z ce w J U 0 rA 0 J H 0 � CO =d �.w z = z° La U � 0♦- LULU 0 ..z w U= 0 h- z TSE Architecttire • Engineering • Planning 22810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481-6601 v 7.22.00k PROJECT: Job Name: Site Address: Jurisdiction: Darrel Doak 4058 S. 148th St. Tukwila City of Tukwila Plans Bv: Crane Design Plan Number /Job ID: #110402 Design Specifications: 1997 UBC Wind Velocity: 80 mph Wind Exposure: B UBC Wind Design Method: 1 Snow Loading: 25 psf Seismic Zone: 3 R: 5.5 % of Snow Incl. w/ Seismic: 0 Soil Type: So UBC Seismic Design Method: Static Force Building Design Parameters: Roof DL: Floor DL: Wail DL: Levels: Level Names: STRUCTURAL ENGINEERING ADDITIONAL REQUIREMENTS OR CHANGES TO PLANS ARE AS SHOWN ON SHEETS 17 THROUGH 21 OF THESE CALCULATIONS WITH NOTES, SCHEDULES & DETAILS PER DRAWING No.TSE -1 THROUGH TSE -3 17 psf 10 psf 10 psf 2 UPPER MAIN CITY Of T[J (WIIA APPROVED AUG 13 2003 AS NO E EXPIRES 08/20/04 +.l RECEIVED CITY OF TUKWILA JUN 1 8 2003 PERMIT CENTER ENGINEER'S SEAL IS FOR LATERAL LOAD DESIGN DUE TO SEISMIC AND WIND FORCES ONLY. GRAVITY LOAD DESIGN IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. EXCEPTIONS: 64/06E Poore_ NEROER ■„":, '15.: t; AMEN TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: fk /f/ /10 902 1 47 - 62.4L ANAL Ys/5 JOB #• 395 BY: DATE: /04/02 GRIPS: LEV tl +rJS 10 t:sFr,:,wx- , •• : Ya ., .wS.3+:Gunzn;::t5:iac. is f0 Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 A (425) 481-6601 TSE PROJECT: Vt t JOB #: 3 7 5 1 BY: DATE: IZ '• • . • • 0.. - 4:401. P.‘"""4""i"^".. Grid:1 Wall Ht. Wall Ht. Width X 2 3 4 5 6 7 ! 8.1 8.1 N • 9 9 N f f 30 20 30 30 f f AMIN ANNIIIIIIIII TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: 3 9s/ BY K DATE: iZ /Zb /0Z TRANSVERSE WIND ANALYSIS LEVEL: UPPER Roof 1 Ridge /Gable Ht 6.5 OH left 2 OH right Area left -45 Area right V left V right LEVEL: MAIN Roof Ridge /Gable Ht OH left OH right Area left Area right V left V right LEVEL: Roof Ridge /Gable Ht OH left OH right Area left Area right V left V right 2790 5613 0 0 0 0 0 0 0 1 6.5 2 -45 2790 5613 0 FRONT ELEVATION 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Plan Number /Job ID #110402 0 0 0 0 t. ft. ft. ft. sq.ft. sq.ft. 0 lbs. 0 lbs. ft. ft. ft. sq.ft. sq.ft. lbs. lbs. ft. ft. ft. sq.ft. sq.ft. lbs. lbs. Grid: Wall Ht. Wall Ht. Length Y A B C D E F G 8.1 8.1 N 9 9 50 13 50 17 TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #* 3 BY: 9 s DATE: I ZiZ4 /v2 LONGITUDINAL WIND ANALYSIS LEVEL: UPPER Roof 1 Ridge /Gable Ht 6.5 OH front 2 OH back Area front -16 Area back -12 V front V back LEVEL: MAIN Roof Ridge /Gable Ht OH front OH back Area front 34 Area back V front V back LEVEL: Roof Ridge /Gable Ht OH front OH back Area front Area back V front V back 1700 0 0 0 2882 734 0 -12 0 1 6.5 2 -44 1424 10 960 2516 0 0 RIGHT ELEVATION 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a a Plan Number /Job ID #110402 0 0 0 0 0 0 H ft. ft. ft. ft. ft. ft. ft. ft. sq.ft. sq.ft. lbs. lbs. ft. ft. ft. sq.ft. sq.ft. lbs. lbs. ft. ft. ft. sq.ft. sq.ft. lbs. lbs. 0 i3;+ 3::« �::: >�c »�4�w+;eu::awcG�'enia.eiugt r.:: aaxw :.- G1Rt:�t.uws;�.4_��:- ° +•.Ati` AMIN TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 H G F E D C B A Grid: l 1 2 3 LONGITUDINAL SEISMIC ANALYSIS H G F C B Transv. Walls A Grid: 1 Long Walls PROJECT: TRANSVERSE SEISMIC ANALYSIS BASE SHEAR DISTRIBUTED PLAN VIEW 4 5 JOB # ✓/51 BY: DATE: 12r2610 L(/ 6 7 Plan Number /Job ID #110402 4 5 6 7 lbs. lbs. lbs. lbs. 8 lbs. lbs. lbs. lbs. 8 u2:we.+4aii.,: t k gmzu'Ihi ,- q0 ' R F 1802 2544 R F 2647 3763 R F 2 2 1739 2420 2 2 2373 3227 2 2 1361 1880 2 2 1859 2510 AMIN TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 H G F E D C B A Grid: l 1 2 3 LONGITUDINAL SEISMIC ANALYSIS H G F C B Transv. Walls A Grid: 1 Long Walls PROJECT: TRANSVERSE SEISMIC ANALYSIS BASE SHEAR DISTRIBUTED PLAN VIEW 4 5 JOB # ✓/51 BY: DATE: 12r2610 L(/ 6 7 Plan Number /Job ID #110402 4 5 6 7 lbs. lbs. lbs. lbs. 8 lbs. lbs. lbs. lbs. 8 u2:we.+4aii.,: t k gmzu'Ihi ,- q0 ' R F 1802 2544 R F 2647 3763 R F 1508 2168 R F 2216 3211 AMIN TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 H G F E D C B A Grid: l 1 2 3 LONGITUDINAL SEISMIC ANALYSIS H G F C B Transv. Walls A Grid: 1 Long Walls PROJECT: TRANSVERSE SEISMIC ANALYSIS BASE SHEAR DISTRIBUTED PLAN VIEW 4 5 JOB # ✓/51 BY: DATE: 12r2610 L(/ 6 7 Plan Number /Job ID #110402 4 5 6 7 lbs. lbs. lbs. lbs. 8 lbs. lbs. lbs. lbs. 8 u2:we.+4aii.,: t k gmzu'Ihi ,- q0 ' TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: 1 BY: Kat ft DATE: 1 2/20/6 7 Plan Number /Job ID SEISMIC DESIGN FORCES #110402 TRANSVERSE GRID LEVEL Lsw Eh r E E /1.4 (ft.) (Ibs.) (Ibs.) (Ibs.) 1 UPPER 29 4107 0.1733 4107 2934 MAIN 23 5862 0.2181 5862 4187 2 UPPER 0 MAIN 0 3 UPPER 23.5 4066 0.2117 4066 2904 MAIN 23.5 5824 0.2121 5824 4160 r (max) = 0.2181 AB = 1810 sq.ft. 2 - 20 / r(max)*SQRT(AB) _ -0.156 Rho = 1.000 �i.':d,,,, �:,G:,:?r��ica Si.�i:..,. _ v; � ::�:ls�.:.�•,;J: ;a:;.k'...i:i: ' w' a, ti�i:::: eu; s.". rae:ii,i:tw.a:en= s:i:::i:c:;lx TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: 39S/ le BY: / DATE: 10 4;4 LONGITUDINAL GRID LEVEL Plan Number /Job ID SEISMIC DESIGN FORCES #110402 Lsw Eh (ft.) (Ibs.) r A UPPER 16 3688 0.3143 4830 3450 MAIN 6.25 4272 0.6811 5595 3997 B UPPER 0 MAIN 15.25 1352 0.0883 1770 1265 UPPER 31.5 3645 0.1578 4774 3410 MAIN 24.5 4412 0.1794 5779 4128 r (max) = 0.6811 AB = 1810 sq.ft. 2 - 20 / r(max)*SQRT(AB) = 1.310 Rho = 1.310 E E/1.4 (Ibs.) (Ibs.) TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA98072 • (425) 481 -6601 PROJECT: JOB #. 3/5/ , BY: DATE: 1 212 0/0 2 9 TRANSVERSE SHEARWALLS Grid 1 Grid: Level: UPPER Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: A B 29 96 101 SW1 779 819 3 1479 2349 0 0 Level: MAIN Lsw 8 15 v wind 244 244 v seismic 182 182 USE: SW2 SW2 R wind 3179 3179 R seismic 2671 2671 Roof Trib. Roof DL 0 0 Wall DL 720 1350 Floor Trib. 1 1 Floor DL 80 150 Uplift wind 1855 1439 Uplift seismic 1479 1105 USE: H2 H2 Anchor Bolts ABO c D E Note: SWx (Shearwalls), Tx (Floor Ties), Hx (Holdowns) and ABx (Anchor Bolts) are scheduled per sheet TSE -1 except ABO = 5/8 inch diameter anchor bolt at 48" o.c. w/ 2x sill plate which is typical unless noted otherwise. Plan Number /Job I #1104C F G H ft. pif pif Ibs Ibs ft. Ibs Ibs Ibs Ibs ft. pif pif Ibs Ibs ft. Ibs Ibs ft. Ibs Ibs Ibs D 2 41 TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: 3 /5/ BY: KZ/ DATE: 12/Z4 / o Z l 0 TRANSVERSE SHEARWALLS Grid 2 Grid:1A Level: UPPER i C D E NO Sil 44e 41 Grit° 2 F Plan Number /Job CO #1104012 G (H 4 TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JO a. 3 9 5 / BY: DATE: 14 2 /1 TRANSVERSE SHEARWALLS Grid 3 Grid: Level: UPPER Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts A B C 23.5 119 124 SW1 962 1001 3 1199 1904 0 0 11.5 12 239 239 177 177 SW2 SW2 3111 3111 2594 2594 0 0 1035 1080 1 1 115 120 1875 1821 1482 1433 H2 H2 ABO D E Plan Number /Job I #1104C F G H ft. plf pif lbs lbs ft. lbs lbs lbs lbs ft. plf pif lbs lbs ft. lbs lbs ft. lbs lbs lbs D 2 . aQ: �. i:: in. Y,;...':. w, i...;,; e�4u tu.x:ca.c..�,:d+c::'t:,c:»'„ ;: ias :�.'iu'.zta:.:!�.,;i Fti.Yt�.doii:.i AIMEE TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: 1I BY: 1 DATE: i2/ 12 LONGITUDINAL SHEARWALLS Grid A Grid: Level: UPPER Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: 1 9 106 216 SW1 860 1747 15 2295 729 0 386 T1 Level: MAIN Lsw 2.75 v wind v seismic USE: LRP R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts 2 3 3.5 106 216 SW1 860 1747 3 179 284 629 1539 (2) T1 3.5 461 665 SW5 6353 10456 0 315 5 175 5877 10028 1 o Ass 4 5 Plan Number /Job I #1104C 6 7 8 3.5 GCSE (2) /6 L4TE R &srtz,i.j,.f P*IJEt /00 14 (sE/sMic) Sae Si-for 13 ft. pif plf Ibs Ibs ft. Ibs Ibs Ibs Ibs ft. pif pif Ibs Ibs ft. Ibs Ibs ft. Ibs Ibs Ibs D 2 TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Sulte 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: 39 5! BY: f DATE: 1 figtj 1 3 APA "Sturd -I- Frame" Z (WIND) Z (SEISMIC) 635 835 lbs. lbs. v 10.10.02 H D 8 1 ft. ft. WIND Z1 = 635 M1 = 4445 M1 (TOTALS) WIND 5138 ft.lbs. SEISMIC 6272 ft.lbs. Properties: D + L + S (UBC 12 -12) D + L + S/2 + W (UBC 12 -14) D +L +S +E/1.4 (UBC 12 -16) M1 —4 Z1 w (DL) w (LL) LL (SEISMIC) 80 • 0 0 plf plf CONTINUOUS HEADER DESIGN Material Tvpe /Specie Grade Manuf.Lbr. GL 24F -V4 Timber Dimen.Lbr. SEISMIC 835 lbs. 5845 ft.Ibs. M C/L b 3.125 in. L W1 W2 8 16.5 0 ft. in. in. fb 230 822 1003 psi 640 (DL) d 12 in Fb' 2760 1920 1596 psi L S 75 inA3 M C/L W (SL) SL (SEISMIC) - 100 0 plf AR1 5.82 536 Z2 = M2 = 0 800 1440 ft.Ibs. (LL) (SL) (TOTAL) Fb (psi2 Fb Fv (ps11 CD (WIND) 2400 1200 165 CD (SEISMIC) CD (SNOW) Cr CH fb / Fb' 0.08 0.43 0.63 USE: GL 3.125" x 12" M2 AR2 1 W2 076 O.K. WIND SEISMIC 0 0 lbs. 0 0 ft.Ibs. M2 (TOTALS) WIND 693 ft.Ibs. SEISMIC 427 ft.lbs. 1.6 1.33 1.15 1 1 H fv Fv' fv / Fv' 29 190 0.15 46 264 0.18 46 219 0.21 psi psi wL "%ibU.L041 444 .,4. 't..A.1..:wei.rbd +i+l'�ar' ,lccsr)�it1Si`:.e6: AIIIIIINI TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 LONGITUDINAL SHEARWALLS Grid B Grid: Level: UPPER Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts 1 2 6 9.25 111 111 83 83 SW1 SW1 1000 1000 746 746 0 0 540 833 14 14 840 1295 310 0 125 0 H1 ABO PROJECT: 3 4 5 JOB #. 315 BY: & f r' DATE: ZIZ‘ vZ IV Plan Number /Job ID #1104C 6 7 8 ft. pif pif Ibs Ibs ft. Ibs Ibs Ibs Ibs ft. pif plf Ibs Ibs ft. Ibs I bs ft. Ibs Ibs Ibs 2 TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: 3/ BY:/ l JJ 1 DATE: /2/i4A 15 LONGITUDINAL SHEARWALLS Grid C Grid: Level: UPPER Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts 1 12.5 19 45 45 108 108 SW1 SW1 366 366 877 877 15.5 15.5 3294 5007 1013 1539 0 0 0 0 10.5 103 168 SW2 1395 2644 0 945 6.5 683 0 0 ABO 2 3 IIr OPENING REINF. - SEE SHT. /gyp 5 14 103 168 SW2 1395 2644 0 1260 7 980 0 0 4 5 Plan Number /Job #1104C 6 7 8 ft. pif pif Ibs Ibs ft. Ibs Ibs Ibs Ibs ft. pif pif Ibs Ibs ft. Ibs Ibs ft. Ibs Ibs Ibs ID 2 v. ui:Fly".i. +aA:SlwWr s. i� .."�r,,. 114�:.J.i;+:kri4w 1 _= TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481.6601 PROJECT: JOB #: 3 95/ BY: f'tvl DATE 12/264) 2 /6 REINFORCEMENT AT OPENINGS IN LONGITUDINAL SHEARWALLS Plan Number /Job I #1104C Grid C Grid: 1 Level: UPPER Opening Lsw v (max) v (x1) = v (x2) Level: MAIN Opening Lsw v (max) V (X1) = V (X2) Grid 2 -3 Opening = X1 = X2 = T1 — f2 X1 , Opening X2 T1 �(2 2 3 5 14 168 262 5 ft. 4 ft. 5 ft. Lsw 4 5 6 7 Grid Opening = ft. v (x) = plf USE: X1 = ft. T1 = lbs. X2 = ft. T2 = lbs. Grid Opening = ft. v (x) = plf USE: X1 = ft. T1 = lbs. X2 = ft. T2 = lbs. v (x) = 262 plf USE: T1 = 374 lbs. LSTA21 T2 = 468 lbs. LSTA21 8 ft. ft. plf plf ft. ft pif pif D 2 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS IT IS DUE TO THE QUALITY OF THE DOCUMENT. J 12 -06 -2004 DARRYL DOAK SR 11812 26 AV SW BURIEN WA 98146 RE: Permit No. D03 -188 4060 S 148 ST TUKW Dear Permit Holder: City of Tukwila Steven M. Mullet, Mayor Based on the above, you are hereby advised to: Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or . abandoned at any time after the work is commenced for a period of 180 days. Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one - time extension up to 180 days. Extension requests must be in writini and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 01/30/2005, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer, Permit Technician xc: Permit File No. D03 -188 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 :Jl'1�iS:L:�•.yii,4'v� atn;� 1044,,r�+{r4 June 10, 2004 Mr. Darryl Doak, Sr. Doak Homes, Inc. 11812 26`'' Avenue SW Burien, WA 98146 RE: CORRECTION LETTER #1 to REVISION #4 Development Permit Application Number D03 -188 4060 South 148 Street, Doak Homes — Inc. — Lot 1 Dear Darryl: 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 Planning Department. At this time, the Building, Public Works and Fire Departments have no comments. Planning Department: Carol Lumb, Planner, at (206) 431 -3661, if you have any questions with regard to 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, encl xc: File No. D03 -188 City of Tukwila Department of Community Development Steve Lancaster, Director Stefani. Spencer Permit Technician Steven M. Mullet, Mayor o e 206 -431 -3670 • Fax: 206 -431 -3665 -.s • • L. a .:Si�i: �.tr:`:ti,.�.s;�.dai:. :.:t.L:w).'.n:e.s:.LLfi . i,::..n3,`•i.;._u :�i:s`v..ri'...:££`ad.4, DATE: May 27, 2004 CONTACT: Daryl Doak RE: D03 -188, Doak Hoomes Lot 1 ADDRESS: 4060 S. 148 Street Or City of Tukwila Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Carol Lumb is the planner assigned to the file and can be reached at 206 - 431 -3661. 1. The proposed revision cannot be approved as submitted. We have two alternatives to suggest: a. Alternative 1: To approve the plans as submitted the stove must be removed - the wet bar shown on the plans is essentially a full kitchen with sink, refrigerator and stove. A typical wet bar does not include a stove. b. Alternative 2: Remove access to the Hobby Room from the basement to reduce the square footage of the accessory dwelling unit to meet the requirements of TMC 18.10.030 2.b. and instead make it a storage room accessible only from the garage. If you select Alternative 2, two additional parking stalls must be provided due to the size of the accessory dwelling unit. Please confirm that the garage can accommodate 2 cars; if so, the driveway may be used for the 2 additional parking stalls. y : \mydocs \genera (\2003 - Memos \D03- 188.doe Steven M. Mullet, Mayor levard Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206 -431 -3665 4 .,:_ ... .r,.; May 14, 2004 Mr. Darryl Doak Doak Homes, Inc. 11812 26 Avenue Southwest Burien, Washington 98146 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 to Revision #4 Development Permit Application D03 -188 Doak Homes - Lot 1 - 4060 South 148 Street Dear Darryl: This letter is to inform you that your revision received at the City of Tukwila Permit Center on May 11, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Planning Department: Carol Lumb, at 206 431 -3661, if you have questions concerning the attached memo. 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. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, .0,t Stefania fff encer Permit Technician Enclosures File: Permit File No. D03 -188 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 '.l }x a: Yl+ LiiJ.. v.:.:::.:. 1i4HNw: u.. rNrL: �t: IJ. i. 1.' U' Ne.'Lr�%RS.:.F9AaY.i.i'..Aau.to .�.'w1.tC�:n1Wi:. w.`.lYiS.Jw.y1 w!'!i+..::it:/iviw:.:.fi • _7.Ifi4lLv eWliYlarkt�yr:il. 7 City of Tukwila Department of Community Development Steve Lancaster, Director DATE: May 13, 2004 CONTACT: Daryl Doak RE: D03 -188 ADDRESS: 4060 S. 148 Street q :\mydocs \general Memos \D03 -188. doc PLANNING DIVISION COMMENTS Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Carol Lumb is the planner assigned to the file and can be reached at 206 - 431 -3661. 1. Please provide a revised site plan that shows the location of the revised stairs to the front 20 -foot setback. 2. Attached please find the criteria for approving accessory dwelling units. Please provide information on the total square footage of the house and the total square footage of the accessory dwelling unit. 3. Based on the size of the accessory dwelling unit one or two additional parking stalls are required. Where will these be located? Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 �kiG:::�i ri::u'::::✓nnlw a �. iti a 2:=� July 31, 2003 Mr. Darryl Doak, Sr. 11812 — 26 Avenue SW Burien, WA 98146 City of Tukvi'ila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #2 Development Permit Application Number D03 -188 4060 S 148 Street — Doak Homes Dear Darryl: 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 Department. At this time the Fire, Public Works and Planning Departments have 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 throujih the mail or by a messenzer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D03 -188 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431.3665 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -188 PROJECT NAME: DOAK HOMES - LOT 1 SITE ADDRESS: 4060 SOUTH 148 STREET Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 to X Revision #21 jafte r DATE: 06 -22 -04 permit is issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division Public Works ❑ Structural ❑ Permit Coordinator lie DETERMINA ON OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 06 -24 -04 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROIJTTING: Please Route , L . rl( Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS 0 CORRECTIONS: DUE DATE: 07 -22 -04 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Documents /routing s8p.doc 2-28-02 PERMIT COORD COPY DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: e4.+ �4= �v�J ..�tiS:{�}�4S`G1.x• >.t}Iit Mi N �< z } Z • QQ � J U O 0 0 co w W = co u_ 0 �Q = F w Z = Zo w • w U O S CI I- w w L I 0 ..z w = O ~ z ACTIVITY NUMBER: D03 -188 PROJECT NAME: DOAK HOMES -- LOT 1 SITE ADDRESS: 4060 SOUTH 148 STREET Original Plan Submittal Response to Correction Letter # X Revision # 5 DATE: 05 -18 -04 Response to Incomplete Letter # afte permit is issued DEPARTMI S: Buildi [�itrision� Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Documents /routing slip.doc 2.28.02 PERMIT COORD COQ PLAN REVIEW /ROUTING SLIP 9D Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator Incomplete PERMIT COORD COPY aiitzr4OtanzPoli DUE DATE: 05 -20 -04 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROpTING: Please Route ITAi Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 06 -17 -04 APPROVALS 0 CORRECTIONS: Approved ✓ Approved with Conditions ❑ Not Approved (attach comments) le Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 10- a�f Departments issued corrections: Bldg ❑ Fire ❑ Ping 14 PW ❑ Staff Initials: z <• = z w 6 JU 00 in 0 Lu w w = w Z Z U � ON 0H wW u'O .. Z U = O ~ z ACTIVITY NUMBER: D03 -188 PROJECT NAME: DOAK HOMES — LOT 1 SITE ADDRESS: 4060 SOUTH 148 STREET Original Plan Submittal Response to Correction Letter # X Revision # 4 DATE: 05 -18 -04 X Response to Incomplete Letter # aftervbes permit is issued DEPARTMENT Buildi g`'Divisio Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [' Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: S,i:..= `J•."r.�; t } `! zi it.i' TUES /THURS R�TING: Please Route Structural Review Required ❑ No further Review Required 0 REVIEWER'S INITIALS: DATE: DUE DATE: 06 -17 -04 1 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) [V Notation: APPROVALS OR CORRECTIONS: Documents /routing sllp.doc 2-28-02 PERMIT COORD COHY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural 0 REVIEWER'S INITIALS: PERMIT COORD COPY Planning Division ❑ Permit Coordinator defikei oz1i9e, DUE DATE: 05 -20 -04 Not Applicable ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z w ace UO U 0 - 1- N W J LL co D = Lil z � zF- LU Lu � U O - Ww HI- O . Z U= O z - PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -188 PROJECT NAME: DOAK HOMES - LOT 1 SITE ADDRESS: 4060 SOUTH 148 STREET DATE: 05 -11 -04 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 4 after/laefate permit is issued DEPARTMENTS: Ntsi qa. s - M-04- Building Division Fire Prevention 0 itieL Publi�.�1/Qr ( Structural ❑ Complete ❑ Incomplete ePb datie4 Planning Division Permit Coordinator y e DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05 -13 -04 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 5"T 6 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 ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slIp.doc 2 -28.02 PERMIT COORD COPY DUE DATE: 06 -10 -04 DATE: DEPARTMENTS: Building Aloe Public Works PERMIT COORD COP'. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -188 PROJECT NAME: DOAK HOMES - LOT 1 SITE ADDRESS: 4060 SOUTH 148 STREET X Revision # 3 after Response to Correction Letter # DATE: 04 -19 -04 Original Plan Submittal Response to Incomplete Letter # befofe permit is issued DETERMINA ON OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator X DUE DATE: 04 -20 -04 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROxJTING: Please Route LJ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS CORRECTIONS: DUE DATE: 05 -18 -04 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slIp.doc 2-28-02 PERMIT COORD COPY PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -188 PROJECT NAME: DOAK HOMES INC - LOT 1 SITE ADDRESS: 4060 148 STREET Response to Correction Letter # DATE: 12 -09 -03 Original Plan Submittal Response to Incomplete Letter # X Revision # 2 before permit is issued DEPARTMENTS: Rrp Building Division [E Fire Prevention ❑ Planning Division ❑ Pubic Wor s �f !Z �l ❑?��� Structural El Permit Coordinator le /- 1� DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -11 -03 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 R TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS R CORRECTIONS: cs K DUE DATE: 01 -08 -04 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slIp.doc 2 -28.02 PERMIT COORD COPY PERMIT COORD COP' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -188 PROJECT NAME: DOAL HOMES INC SITE ADDRESS: 4060 S 148 STREET DATE: 10 -15 -03 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after / before permit is issued DEPARTMENTS: , 11/6_, 10-- BuildiriAivis" ibn M Fire Prevention El Public o ks n• Structural ❑ w h o 4,-o3 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete APPROVALS O CORRECTIONS: Documents /routing sllp.doc 2.28 -02 Incomplete ❑ REVIEWER'S INITIALS: PERMIT COORD COPY htx lb -f( - -c Planning Division • Permit Coordinator DUE DATE: 10 -16 -03 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO ING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 11 -13 -03 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • _. c..v4 t1.,';;44.7 :�^.Ha 4 ;:. „a:7iu,Yc; ACTIVITY NUMBER: D03 -188 PROJECT NAME: DOAK HOMES - LOT 1 SITE ADDRESS: 4060 S 148 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 DATE: 08 -06 -03 Revision # After permit Is Issued DEPARTM NTS: Build' g 'vision Public Works 0 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 08 -07 -03 Complete PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROyTING: Please Route ,U3 Structural Review Required 0 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'' DUE DATE: 09 -04 -03 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z _i- w re jU 00 J1— U) u_ w g al u. ? co Ci = w = z � t- 0 z i- LJJ UC1 0- C1 ff w W „ z W 0~ z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -188 PROJECT NAME: DOAK HOMES - LOT 1 SITE ADDRESS: 410 148 ST DATE: 06 -18 -03 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: we, h 1 -L3 O3 Building Division Pu•lic W•rks 7 - CP1 Fire Prevention 0 Planning Division Structural ❑ Permit Coordinator Incomplete DUE DATE: 06 -19 -03 yiP Co -i4- DETERMINATIQN OF COMPLETENESS: (Tues., Thurs.) Complete 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: 07 -17 -03 Approved ❑ Approved with Conditions ❑ Not App roved ( attach comments) Notation: REVIEWER'S INITIALS: PERMIT COORD COPY Documents /routing slip,doc 2 -28 -02 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg p' Fire ❑ Ping ❑ PW ❑ Staff Initials:S Revision No I Date Received Staff Initials Staff I Initials , Date I 'Staff � Issued I Initials I /.0 3 b " 1 v . - i`' Z :, �. Gc i't� ,.., cl' �� . , -�,/ -L i - ...3--0 3 i Summary of Revision: J G /� i / / / , / -• / �/ / it e,t I{/r - -✓ / 9 7. /, a , Received By: 4,2gy /E, / on--k . 5:--, Revision No. Date f Received i Staff Initials Staff Initials Date Issued Staff Initials I /d•- %-03 I ,C..S /e -ze -03 1 .ms Summary of Revision: ` , 2 u : �.- �.cT 1 v . - i`' Z :, �. Gc i't� ,.., cl' �� . , -�,/ -L C � Gt/% ,, E: 'L" % j�U - GT //' ../ ' A... _ . -- /o f i J G - Received By: 1 4, gy/ E, Do/4.1cl _ 5' Revision No. Date Received Staff Initials Date j Issued I Staff Initials ...? '/ /7 -o y I .r-t b=o < 1 ...-/LS Summary of Revision: ct ', ..'....f ../ ' A... _ . -- /o f i Received By: A, a A4 /,�, 6e,/"A S1% PROJECT NAME: bo44/s406'5 PERMIT NO: Z03 -49 Site Address: y4 O U9' - Origir, Issue Date: 4- a3 REVISION LOG (please print) ,/;' (please prirft) Revision No. Summary of Revision: Revision No. .' Summary of Revision: 7`O Date Received Date Received I Staff Initials Staff Initials Received By: Received By: l Date Issued / (please print) / - 0 Y ���.•� a• A-42 (ple se print) Date Issued Staff Initials Starr Initials //DD /,06 ) •.C--7;4/, ed 7 26 / b TC P � Gxvn. (please pint) i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Ill" D L I Response to Incomplete Letter # Response to Correction Letter # 1 TO Revision # after City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: D03-188 /before Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Doak Homes -- Lot 1 Project Address: 4060 South 148 Street Contact Person Darryl Doak Phone Number c// ao6 37Z - �2 go Summary of Revision: A , A I iCr /t {i v 1, lie e e�/j,�,�ye � 7`42 A,iT c4 7�0 /3 ( €/ , wtV/p.# /0;c /4 ,o A S 1l eP . toe to.l( • � •s l cslN «l' 911-5 d / r. /Cc tr'i Cl;-/ Aeok • ,4 ?eve, s 4 e • Otry ry A Of cor Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by:S J Entered in Sierra on 6 r °2-C 06/10/04 • ',1 '.• i..".' .1r:ua+.t..+.u.:i�:...+wr:�w.+. .wi�i: �4 t City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: S/0 Plan Check/Permit Number: 83 '/g g ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 4] Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: o 4 / yogi e t) / /v C Project Address: 4060 et 9 Contact Person: :10h,e,9,/e/+- � � F ., , Phone Number: 206 3 7,7 -.25 ' 8 4 Summary of Revision: A eie, ?war /2e4tf ..?)c-c-`‹ 7P c4fir/41 C/rN Re FD �� o 'L Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: kgr Entered in Permits Plus on 0 08/06/03 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5 /7 0 7` ® Response to Incomplete Letter # 1 TO REVISION #4 ❑ Response to Correction Letter # ❑ Revision # after /before Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner Project Name: DOAK HOMES - LOT 1 Project Address: 4060 SOUTH 148 STREET Contact Person Darryl Doak Summary of Revision: # / o p r-a a lA s' /A //is %9.7/ r,sa` cs/ ` o u r P 0 6!9-S2 ft1eta ! 54 4' )q (c°�'for .�I /4 �trvofi" / if w S 2 A- Z il f^P P '/1 a t( P b W AM < /t) - d/I'4/Z f1 I30c- M'Ax'„11 --lie- 3 NA) - ( cr4 Y � cdee Jo k9xo' P (4 iee«.i. e Aokf e s.'4/4", w(* / (.7 - :2 h0a y Room, 1-)P iveec coe c4/11 ifeornovP Chse 5 Room , PA fil P hcPvlfr Sheet Number(s): City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: D03-188 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Sts" ® Entered in Sierra on y . f e'd `7 Phone Number 2b4-a W-6 s''? C ?Y CZIV, r t� rU I 2404 13- 740-0 �Nr r+x 05/14/04 i?w,....∎ :1«div.c:lw..a +y City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0//es ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 0 Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: `)eA k c< /iv 6 Project Address: Y 6 o g 71 S Contact Person: ig4.ty/ Phone Number: Ce // z o f , 7z Summary of Revision: A £L„ /- -c ry Tr' t1 /P e, me/0/ 5 /(etpin7 7'4 /hi- /rs oI A irih wos-L .5 de tie(' h Aca 'fro 'ST i/,w.v / deiv ie r Re AA. '/ekme Sioids W; �l'aI.) /, v 'b ?vv L,rr emir ex� , •:flyf {Nth►►`/ /Av S/1uWIvy , 0 � 1,�✓ /, � b!}� -et, /� C � YC�el Chce�/ Yo r�Pi�v�7 Aar / 12 /�e (ur,.) 4 F / i /�c�. /:,rj), W avItfl LM'C/mr 1., A< R.,;/1- Lai »/. PR9),.5 11n r Q v.PGP �`�j) > /Nr` R4 1' 5) ei.j- t ., /9�f 1- Pj X96 / A6P�f PGA' i ki)I 1ritr /Y) e;.!'/- Al , Entered in Permits Plus on Plan Check/Permit Number: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: .6=/ /-may r 1 08/06/03 k; d:: iai:C`X2tJ4ltwS4.111:wiJiN�aAN `. Date: 4 / Contact Person: , / City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # © Revision # 3 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: oaf- /�f��� p f !0 c Project Address: tic* p /9 q t S' l 4 / 2 g7 ry Summary of Revision: c,'2 :De r, e---1-1 /2 eorgie c. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: k j/' Entered in Permits Plus on 9 "/ Plan Check/Permit Number: /o /9 Phone Number: - &6 �' 7 2-.^ �. 2 /3 C> te C co /C -2 T FA 08/06/03 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I /7/0 Project Name: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: 0 3- / O Response to Incomplete Letter # O Response to Correction Letter # • Revision # 2 after Permit is Issued 0 Revision requested by a City Building Inspector or Plans Examiner _ //,, -/ r7c)u /4, c Project Address: ji () h 0 / g' TA j 7 l 1.4 `,...);'//9 Contact Person: , ) , ) 0 A . / 5 ,-, Phone Number: Summary of Revision: c ht /tJ y 0 .‘/, ;2, .9/ (le ; ,- > > / 11r/1 / f ' D P 0 0 5 YC1^l)-4 ./ hhl 1' (J2f'la 7 % vo c 7 4' y c, c /3 ', C /7),oE*pF, oec pF '�M� 9 2043 rczNrF Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by:S Entered in Permits Plus on / ?'F'61;5 08/06/03 Date: 1�(� City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. 3 Response to Incomplete Letter # Response to Correction Letter # Revision # / after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: (*) 0 . — /8? so3 -/w Project Name: //C're S /!N/c Project Address: 90 6 O - S / �/ / 4 ' j J Contact Person: iDA-,e,Q f 7 Phone Number: Summary of Revision: /1le,(1. ir7ora )cam -y./y yam' A,./4t - W >4, ,j o�(SF r 2/.7,vI ,E-4 � / /ev� t ` t t 6R we, i°f i e s' / / 2 7 p 4 fi 13 P /4 1t 1169a,r Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: g Entered in Permits Plus on I Q -16/0 RECENED OfrY of TUKW1U OCT 1 5 ZU — PERMIT CENTER 08/06/03 . • ( 4`444 PART A: (To be completed by applicant) Sit dfilross (Attach map. and Legal Description showing hydrant location and size of main): i i 'a t: �. 'i 't'ii�t at: ;•Y '`_,t:.M• '• • ; :.; ;:1+�?L•''! Y '�;� "�:.d.. . �' . -+ '- ',i3' .r�rraaa..,F;;�'e(�fi;.; + ��T >�{i�Ri�.gQik�� . �t�'ss -�i�- }4i4�� �. A. .... . ti t.�..�', . Name: ,DG'9 /i /� 1 /e2-7"c c;_' iit., c- Name: Di. / ?r)y/ i� , �� -mot S Address: / / 5'7.2 - _ 6 1`"li A z - -' T -' , z , Address: -' , /- , , 1c. ?• . Phone: 06 ' -- .. L/ /. 6 y y 7 Phone: This certificate is for the purposes of: Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial/Industrial Building Permit El Rezone ❑ Other Estimated number of service connections and meter size(s): / •- s' // " Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): / L 5 Owne tAgenttt ignat e: S Date: CITY OF ► JKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability PROJECT #: PART B: (To be completed by water utility district) The proposed project is located within T tki.vi f.. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow req ments of the project before connection: (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 00 gpm at 20 psi residual for a duration of 2 hours at a velocity of / z . 7 fps as documented by the attached calculations. I hereby certify that the above information is true and correct. ec in via ter 0 1a5 Agen y,P hone -, 4 -15 -l1 PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone By Date 451E /1t l [ t By (Required only if outside City of Tukwila water utility district) (City /County) H-ha Date t:•... •:r.NS'r �•».:, .r -.,.. 7�i x*^ eii'" :.;tri:ji� ?yr }: }; . i MORT. z • z QQ • � J U O 0 N w w= J 1— U) u_ w O 2 g< = w Z = zF- w La : o U O N o I-- w 0 17: u- Z Le 0~ z Res Sewer Use Certific- "ion (To be completed for all n, sewer connections, reconnections, or change of uae of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name A-/1 g 5 f - (Last, First, Middle Initial) Property Tax I.D. Number Oc' yDoe o 95 S^ At Subdivision Name Z. G. Subdiv. # Lot # ) Block # Building Name (it applicable) Property Street Address City, State, Zip Owner's Mailing Address (If different from above) 9 s /y ,' 57 /c 7.L. 4 Le 4 - )6 4 �l yti Owner's Phone Number (2 ) .R y 6 - 1'ck Property Contact Phone Number ( 206 , ) 2 Cf 1- 6 5' Sl 7 Party to be Billed 5' ?.0 e (if different from owner) Party's Mailing Address City or Sewer District Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ Yes ❑ No Type of building demolished? Sewer disconnect date? Please check appropriate box: Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units x0.64= ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmissioAof corrected data for determination of a revised capacity charge. Signature of Owner /Representative 1.0 1.6 2.4 3.2 Print Name of Owner /Representative fi >d/eQy/ 1� fli/ 5 1057 (Rev. 8/01) White — King County Yellow — Local Sewer Agency ' Pink — Sewer Customer Residential Customer Equivalent (RCE) For King County use: Account # Monthly Rate Six Month Due c,'... Date F ' - /.( 'C 3 Part A: (To Be Completed by Applicant) Purpose of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other Short Subdivision ❑ Rezone Proposed Use: Lr. Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: boc J(, 140 r s 1 n C , Phone: a04, a'y -6, -. (0s S Property Address or Approximate Location: Tax Lot Number: 40 (Q 0 S . 14F5 ST 00 1 4 - 000 -- O SS Legal Description(Attach Map and Legal Description if necessary): L —1-61/4-14- S P 1-q tP .-- C° Part B: (To Be Completed by Sewer Agency) 1. a. Sewer Service will be provided by side sewer connection only to an existing to II size sewer -G- feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ (!)• 00 a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1826.04 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required , May be R��q1uired c. Other: CI, r,, e 1 ecllcc 'ZCi%? a c t - ( -, 9 C as.-- as.-- f 1 ' :'m rC w t 'if L? ,T' tfiVVIL)NMtf; NT ,. l CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY 'Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I he edify that above sewer agency information is true. This certification shall be valid for one year fro dat - of ; A ture. Tit e 14816 Militwv Road South P.O. Box t. ,50 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 J/2 VC 1 Lpie:13 Date 'MY,{LWV . �� >.tifn.NAt 1'�f ". +:�:•-�ncr t�"y: . rv�• �w. �.- a�;••; x, ��: c..,..: 5n.' nipev ,yv.s.K.4,� "a�R'?at+T.,;+R.bNr, LICENSE DETAIL INFORMTION Form Page 1 of 2 STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 LICENSE DETAIL INFORMATION Current Filter: None THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: Registration# or License DOAKHI *092NZ Name DOAK HOMES INC Address 11812 26TH AVE SW Address City SEATTLE State WA Zip 98146 Phone Number 2062466587 Effective Date 8/9/1991 Expiration Date 8/8/2005 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UNUSED UBI Number 601329337 *VIEW CROSS REFERENCE FILE FOR THIS LICENSE*** *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * * New inquiry by CITY , NAME , PRINCIPAL OWNER NAME , LICENSE , UBI NUMBER , check the L &I Contractor Industrial Insurance Premium Status or return to the LScI_Construeton Compliance Home Page https : / /wws2.wa.gov /lni/bbip /TF2Form .asp ?License= DOAKHI *092NZ 08/29/2003 • • • p 1 A I, • 1 ( 1 li N • • I acEl ' T1� t1-Ile SET OP WADING T � C�I�Cd►WINGS SEA ' I�R � ICES• ARE �� �NAI.L PLANS AS INSTRUMENTS OF G� DESIGN, INC. THE �MAIN THE PRO PLANS ARE DOPY tCiI 1'TED MATERIAL AND THEIR USE IS L IMI! ED Tc , THE TR CONSTRL cT IR P O THE SICTURE WITHIN ONE. YEAR CIF U PURCWASER ONLY !OR A EC" I IFIC. !WILDING I SITE. ANY USE air REUSE Q *AIp es U L WRITTEN STRIC TY ROWIEI D WIT T INC. aTEN WILL ISSION O!= CRANE De i iGN1 � ERAL COURT FOR CCP�► R SE 'PROSECUTED IN Ida IsFRINGE�N T �M� WITW FINE UP 1'OOIIQ b0 ART t WILL PAY' Y1OLA Cad R.4Ullr�S •NSION3 TWEf3�? D COSTS. WRITTEN alM� S1•4ALL NAPE PRECEL'ENCE OyeR SCALED LED DII-tEN51oNs. CC�N tR1S►GTOR SHALL GNECK 4 vER FY DIr1ENSIONS AND Cc t ITIONS PER AI T1-,E TO THE Ct1oN PROJEaT PRIOR To PROCEEDING o FI~Ha� CP.ANE DE5 I, INC. MUST PEE NoTIFIED ANY Y 1�4T10N N x'4 TU E9 Dv: - A ANT BuCN CONnIt�ON9 81.lOTl Y,uh21A"TION C*;ALL. or: OR E W THE , 1�!'.. P1�Ip!2 T� ',H�s�.G� � � •;wl.. :i�w'��I�tLlt Y FCf2 �.vt�Trv�t. -i EC SHALL ;1-IE EYE T ,�N`' l IAOILIry CAST •1'Q RECTIFY SAME. I 1 1 • G "w` �„IA :11. Y 1 !e !t•1Pt:�3EL7 G'+v CRANE C � ES1 � , 8NAl.l. NOT EXCEED To YoU CPR ANY THIRD PARTY THE PRICE PAID FOR GRAN DESIGN'S PRODUCT• 2001 Uc PoUpE NUMBER OR ADtJfESST0 BE. i .PLAINLY VISIBLE FROM STET oNTING sTtti 1 �\•r . - ter..._....._._ ...- ..�.��........ -.- ' ,Ac t TO d- IEC K SL �'E CC�h�I ItIONS PRIOR TO CONSTRUCTION ��� tl�t�I.� OF ANY Gr WE PESI *N sN,ALL f3 E NO ci-a t4GE DUE TO GONIaITIONS ON SI 1 h �.. e�? 7r' A I at, i 11 .' y 1`, M f ! $ 'R 'a - tca:',..'::.`1•3 WILL FE....7tPRE A P/.. k:∎ ICY ih nE ACtiT F 1L4 /M•wiN i••• • ., • • - t I1 Be Checked And Yei tried rrlor '1 Construction, •CpNTRACIOR N01�: ,�►I! (�Imeri5l � a B iiIU Ir I o Reorder :Iafl� t(1'42-b1 BUILDERS COPY PRMsr NO. TH SET OF APPROVED PLANS MUST BE ON THE JOB AT ALL :' MEC DURING CONSTRUCTION. J HIS BUILDING IS NOT TO BE CCUPIED UNTIL AFTER FINAL • SPECTION APPROVAL BY THE KWIW BUILDING DIVISION EPApTMENT OF COMMUNITY DEVELOPMENT g • WI it Q ICU 0 F I a BUIUDErr ollstrir WILL. REWIRE A NEW PLAN SUBMITTAL. . • INCLUDE AMMON& RAM IMAM PERMIT CENTER • . • r •� . .••r••••••..• ••••• ••••••••• • • • E 6 o ra • •as. :,. .._... -.« : -r : .. s • • SHEEE •• • o. • • 1 • • .• • • • • M , ,. .. v g M .. ,; .1 ml1 I 's ! r 111 • ' i1 N M L. I I. 1 1A 1 1 r 1 Irn r ., I., ii Idi. L 11:11:11.. 1�1. t. 11:I.... e. 1i '1 s t t: 'i 1: .I p 1. + . ' • I, ' I .. •. r 1 , .:,- 0 5 5 �:!'; • a.,.. 1 ... t.; ~ r • I a, ' ti 4 6 : r....41 1 kI . pli ' f . • ,l ., I b. y �• 1. , I . � l 1 . . • Q r iz I. • w I 1. 1 1 -' w 11 .1„ll , n w �j u r I . t ; c t: • r V a p t1 a. f ) ,1 v c ?; 4 , i I,' ui1 U too v u o t,} : c: 0$ • I88 • 1 •I I• w r 1• • 1. I; � 1 • • .1 • 1 • t. a 41) Q LU Z uC U lAtF• 1'1: • U AN tI% Iti111 = 11: 1) A902O3 • • • r?. - iF:11 'hvR �•►•' ✓..r "'•! <. •'we- Y • �.f 9/'�'AQ' "� ♦��F1�r•'r�l�' -.'l• •• CRANE DESIGN, Inc. Reserves All Legal Rights to Material On lhis !Meet • Subject To Criminal Prosecution 'CONTRACTOR NOTE: 411 Dimensions Shall E3e Checked And verified Prior To Construction. coPrwc,i.itC) 2003 CRANE DESIGN Inc. • •0•. • . • • ti •:1 r .4 41 • • • • • 4If • $ y . ;., . 1.• • ! ••.•� • •• .• •3• *,• • • • •''M • ., r • • . . , , - • t : N" : y -"�MR'�'•Viw'+YC1C..4� • NR•'•nC.'.'.Y'41y ••1 �: r•'M•iC �A� .w Si�Irt w - • • • mmfa.. mer far MNMr IMMIIMMOVIMEr e rr 1 ..; IMO ■• w �'S.. ‘g,a •nrfxl r Mr A m w/.w w• •M A m w M �•• w •fr m i fM• m — 4i►w m A • .._.•• • ,...4 •■•••• NUMBER: 090203 CRANE DESIGN, Inc. Reserves 411 Legal Rights 1'o Material I On Thl. Sheet • Sub ect t _I ,J o Cr Im Ina "ALL SEA - �---.� C�ER5 TO DE • 6x8 DP2 (2x6 3IUD WALLS) NUN.O.) '410 DF•2 (2x4 STUD WALLS) NUN•o.) • ALL EXTERIOR 4 GARAGE WARM WALLS TO BE 2x6 STUDS. CUN•O•) 6 CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS PRIOR TO CONSTRJCTION• • SEE SHEETS S- I THRc,UGN S -4 ' 1 FOR CONSTRUCTION AND NAILING SPECIFICATIONS. 4 GUTIE RS A DOt•LoN SPOUTS TO BE PROVIDED AS REQ. BY CODE. • ALL BOLTS MUST EXTEND 3/4' MIN. ABOVE DOUBLE .OR SINGLE MUD SILLS FOR WASH aR 3 AND NUTS. 1 EXTERIOR DOORS TO NAVE a' MAX. STEP WITS -I MIN. ►6' DEEP LANDING PER SEC. I003.S.1k U23c. I • PROVIDE FIRE STOPS • ALL LaRAIzT orzENINGS DER SEc. imea U.B.G. • " ALL SHOWER ENCLOSURE DR TO OPEN OUT, IF NOT SLIDING, ' • To BE SAFETY GLASS. "7"P" ‘ To PRC 1 r LJt T 1114 Tft o NEATER 4 FURN CE Fi�'Qot 1 YES-OGLES. • 4a' MIN. LAP SPLICE • DBL. TOP PLATE SECTION 2320.112. LGENER NO • ANCHOR BOLT WASHERS 9N,4LL BE 2'x2'x3/16'. '• ANCHOR' MOLTS SHALL EXTEND • 3/4 MIN: AMY. DBL. OR SINGLE . MUOSILLS FQR WASHERS 4 NUTS. 4 ALL INTERIOR PO6T• • CRAWL_ SPACE Si -TALI. 1 POSITIVE TOP 4 BOTTOM CONNECTION. • ALL FOOTINGS • I°ERIMETaR or FQUNC'AtION 81-IALL e3E elAcIOILLEp. tMN.o. CRAWL SPACE TO NAVE 18'x24' MIN. CRAW1. SPACE ACCESS. • CRAW!- 8rACE 4 CONCRETE 81.,413 • eA5EMENt TO WAVE 6 MIL. !SLACK V13QUEEN VAPOR BARRIER. BUILbER/coNTRACtoR TO VERIFY • FURN. t DOOR KNock ute FDRIOPIt TO CONSTRUCTION. ' ANT FOUNDATION OPENINGS TO BE MIN. 8 AWAY FROM AN NOL.DOILN, • MIN. GLEAR,4NGE FROM BOIL TO JOIST TO BE IS , 12' FOR BEAM. . s m— farfaymom— esmammfayw - wMrw. 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 • . • •.• ......• •......• •••.r•.r.. *Ur ••. sm..•.+ ._ •iMA gip w w- 'C:ONTF;AC TOR NOTE: All D Imam lone Shall E3e Checked heck�sd And Verified Prior To Cc>netiruGtivn • MMMMMfarMM MMfS — Mwmims mwrfirMfr w -•1mM faruomM Note C�1 "RACtOR TO CHECK At' 1rMRIPY 90IL ANb �SLorE CONDITIONS pRIoR to coNstRUCtIoN chi E DESIGN sNALL IBE Notl OP ANY cl- IAF DUE to coNoI Iof4lIe, oN alr�ll o Reorder Plans 1(811)642-3615 114bMan aMa M ••e v. M •■. •w• - Nt�4IH Fier, ISCT'..igE• 4014 PERMIT CENTER: RECEIVED CITY OF TUKWILA • • • • • • • . • •M • • • • • • • •• • • • s N • • • • • • • • r • 114 ,• QNI • w Axivi .�j icy ~ � � ` t 1 „M d t , F � l 1 J f � d tgli4p;; ‘- poi g ENO t % h. wuu Ink c 3 w 16•21 • • • • • • • • • • • • • 4 • • • • • 1 NUMBER: CRANE DESIGN, Inc. ReeervR+!e 41, LeggI Rights To tiAttoriAI On This 51•�et - Subject To CrIminAI Prosecution LIvIN AREA 'CONTRACTOR NOTE! All D Shall a ll E3e Checked And Verified Prior lc Construction. 1446 z =72A -- -ff=7: - ;__ c ?Frit- 4.1 c • PRCYIDE bx l'-'06T OR $' GONG. CURES TO PIRG1l.:CT 1-10T WATER �- IEA15R 4 t=t/iRl� ACE PROM vEW1CLE e. • AS' i`"! IN. LAP sr-LICE • DL L. TOP I=L.4l SECT IC1L.1 2420.114. - - -- - - - - -- CKE TECTO SMOKE DETECTORS TO 8E INSTALLED ALL. SLEEPING ROOMS 4 Al' A POINT - CENTRALLY LOCATED IN A WALL OR AI4E PROVIDING ACCESS TO A SLEEPING ROOf�f AL.oNC WITH DETECTORS CENTRALLY L.00AT rD ON ALL FLOORS, NOT WIRED 4 INTERC Jt+IEGTEp t W/ BATTERY B4bK4iP ALA.,PEAVERs TO 4 1,F•2 (2)46 stub WA s 1( 5 O DPI (2x44 a tuD WALLS) (U .) • ALL P X t I� ICI OIR a•ARA a WARrt UJALL TO AE 2x6 MOO. (UAO.) CO • i 1 RAC TOR SUAILL CWEck AND 1✓ERPr ALL DIMENSIONS PRIOR 10 CCNSTLJC t Ic* • SEP e1 -4E!TB 6-1 TI- IROLIc.10 3-4 roR . T.0N8114LictIct , i ANC, I !AILING SPEt • CiU tTERS 4 00t1.0 SPOl,1: !.'► TO 13E PRC' /IDED AS PREt.2. ST •:;Opr. • ALL 1501.16 NUS?' itxTL:;.:1:, 3/4' I'i Ii•J. 4laC a DcUISLE o sit4c1 .L+ .Ij ILLe. 1 =0R Wdt31-4EI413 AND NU • EXtgRiCsiw DOOIRA TO I-L vi e' 1 -1,4x. STEP' W.U111 -1 H a 36' . PEEP' LAvr, it PER SEC. 10 • PPO ,,IDE FIRE rope . 4.1 . c.-ONceALEU OP C reFt • ALL 81- IOt/EP el. :CLOSURE D?& o 'EN O1,1T, 1P 1 . ' 1' SLIDING, 1•0 I3E SA ETY G!... JUN 1 8 2003 • y.• " ` t _r of r • CRANE DESIGN, Inc. '.eeervets All Legei1 Right, 10 Mmterlil On Thie Sheet - Subject To Cr'mindl proeecutlon •CONI RACTOR NOTE 411 Dimensions Shall fie Checked And verified r•r for lo Construction. (jt:P*P O e%i • ■ Wei 13i rloel2m ' s ►• • ••:/ L a tat Y. 16 Reorder Plans 103111642-3615 111114•11111POIP 11 NOTEe: I. ALL FLOOR JOI6T TO DE 9:1/2 ", TJI j50 SElttE8. UNL858 NOTED QTWERWISE 2. SOLID BLOCKING NOT TO EXCEED IC -es O.C. TSE LEGEND �. • SNEARWALL. PER SCHEDULE NOLDOM PER SCHEDULE ANGNOR 13OL T PER SCHEDULE . STRUCTURAL DETAILS PER TSE SHEET(S) RECEIVED CITY OF TUKWILA JUN 1 8 1003 . � err CENTER cur rk:;Firio 2602: ,ipkE L)E$IGN. Inc. ., a _ i r • 7w'/, t AUK ♦ • • si T r r 'tp • ■ 1 13 03 --- 4g ■ DRAWN: SI-HEE t CPANF ve^ All I ec111 FIgl II a I n 1 110A ot 'I _ ._..BED #3 Cr Wins I Pr n. !ar'u11nm •CON 1 RAC T OR NOTE . All DImerle torte Shall E3e Checked Arid Verified Pr to lo Construct icri. 1 o Reorder Flans 1(811)642-36 15 SUJ__._ • SWEARWALL PER SCHEDULE ,A___. • ANCWOR MOLT F'E R SCHEDULE TSE LEGEND C:::::::)4LOOR 71E PER �CI-1EPULk LocAt FAN (I ) BATNRoOM IAA (3) LAUNDRY FAN • � < GENERAL NOTES ALL 14EACER9 TO aEs 643 DPI (2)(6 STUD WALLS) (U.N.O.) 44)(0 DF"2 (2x4 STUD WALLS) (UAIO.) L EXTERIOR I CsARAGE WARM W LLS TO BE 2x6 !STUDS. (UN.o.) • CONTRACTOR 5N4LL CHECK ANC VERIFT ALL D IMEN5IONS PRIOR TO CON5TF cTION. 4E! SHEETS 5 I THROUGN S -4 FOR C^t 1ST14UCTION AND NAILING SPECIFICATIONS. • GUTTERS I Dotu4 ?POUTS TO 23E '° As RE-7C2. BY CODE. ALL eoLn3 HUst ExreNp 3i4• M IN, AESOvE: r'' Ot.l!' eLe oR SINGLE �. MUD SILLS !=•:•'`A WASWERS AND NUTS. Ex I ERICK MOORS TO 1 15' ; i4> . J.'111-4 kiN. 36' DEEP LANDING PER sac. for 3.31.2 :I...;.�r. CONCEALED t'RAP T OPENINGS PER SEC. 108.2 U.C. • ALL SHOWER ENCLOSURE CSR ro OPEN OUT, !;= NOT SLIDING, TO 5E SAFETY' GLASS. PROVIDE bx POST OR 6 CONC. CURB TO PROTECT HOT WATER HEATER 4 FURNACE PROM VEHICLES. 48' MIN. LAP SPLICE • DBL. TOP PLATE SECTION 2320.11.2. .soCFA"1 tilt. LE iIoUSE FAN 0 �c1 (1 -2 bedrooms) (LIrt0 8001 (3 bedroomi J IomcFt`1 (4 bedrooms i +� 120C 1i ( 5 bedrooms) • 12ocii WHOLE HOUSE FAN WITI$ . 24 HOUR TIMER SWITCH war tUIRE AND UNDERCUT DOOR FOR AIR . PASSAGE TYPICAL. • . SMOKE DETECTOR SMOKE DETECTORS TO 8E INSTALLED IN ALL SLEEPi'NCs ROOMS 4 AT A POINT •� CENTRALLY LOCATED IN A PALL OR AREA PROVIDING ACCESS TO A SLEEPING ROOM ALONG DETECTORS CENTRALLY LOCATED ON ALL FLOORS, HOT WIRED I - INTERCONNECTED W/ BATTERY BACK-UP cormYme:1m a zouz CI4A ULsuu it .•''APP•' ••• P •p-.Ipk'•./"•+4: ..►•{•W.fJvM'pJ. • I. • .0 • .r.nN' v V• 7a M' , • 1.: - • ., i. °. .. . 'O 0 • • • pay- �g • rs PLAN NUMBER: 110402 CRANE DESIGN, Inc. Reeer✓er All Lege i RI•I'it!+ 1 c' MMer lr l On 11'14 Sheet • Subject lo Cr IminM l rro,ecut ion . ' '� t • i i � • •CONTRACTOR NOTE: All pimenslone Shall F3e Checked And Verified Prior To Construction. ` :t.i f Q I IA IP. ,.,c:14 :...... ,. >, ,t.,..: o Reorder Plane IVS11)642 3615 LALL cA t t A ►,At 4 !se It 131 A-' 1. LPt, I M ACPI) to t-1Al tlr. p,i'Ecll. w LL Nor !9E VIF.Lt ALTERED . . tuttlaoUr r 1cfe i UILI;Nr ',Erni. Ar'PF'ov,A _ PN5INPPRIN5 c4LCB. 5114.1 fl4\/ flAve t,E9141 t' iAlLs 1 ft ,41111F oti &I O 1 It•:at'iC f Ica .. 4'LL .41� a A a � � n�l� io ap &we OM bE • t!R LIAO. 1 8CiREENED taLocklhi c „viQ MirrOrt t e. a - $r4D o ARBAB . hqAt-te o1ER rN\. . � r RE'FpFe ITO SPEET 9-3A 14. r E: • � TSE LEGEND NO1pOU.1J PER SCHEDULE BNEARWAL.L PER SCHEDULE ANCHOR BOL.t PER SCHEDULE StRUC7URAL DETAILS PER t8E SNEEt(8) SHEET • 4. .. ,..... ..1St.. .. PUS-- Virg , 0 CRANE ()F'SICiN . Pe,40 !rvit!!■ All I. folA I Plc ht Ir-)-11% 1 4. 11 ,101 , \IR•er-riF r ) t3E Si- / II - 1 � t•114 1. t 'elf On 11 Oa ji!r -t 1 el r"rinilrir I r''r e,*ebruat '2 j 41 1 _ j:_ , j61 ' 1( ;,G W / ��c.4 IIG .��" Cadl. PL4z. It-1 E.L.4e- ...... • ..� -_.. ......,..� Lam. r+ 4) I —1(q) •.x q . I t leo v (s. t '1 EL ...g. 11.1, 1 I LPit7te 1•%1 1 ,4"4 3 444i L4(91;500 2141 o.c,. Totem cr • • w Code, •L.1ir.• /A "Cor -e SILL •coNIRACto1 NOM: All DImertelorle Shall Be CIwck'd And Vei Illed Prior t CorietrUciion. • • ••• si • r o Reorder Plans 1(811.'642-3615 • at1 R= p`.. k ° ED 94 t 1 /0 • ft • I, ti • • t 1 3 r'11 NOTE: RIFER TO FRAMING PLANS ANC) SHEETS SI TNRU 54 IOR TYPICAL CONSTRUCTION AND DETAILS. WEATHER PROTECTION UNDER ROOF MATERIAL 4 XTE SIDING AS PER SEC. 1402 U .B.C: I TYPICAL INSULATION: (UNLESS OTHERWISE NOTED) CEILING: R •38 • 2X12' VAULT: R -30 WARM WALLS: R -2! FLOORS: �'"''i • r • i • • •• _91 b- [ 1 / f �, ev34 1 e?;;riairil �• 1 I HA6•>4 jid9 Ie e."1.711 / ‘V; t II ' se c3StESP 1-4/ V4trtviz- -054Pirle.12. 4rPett;X..... (...91Z4J7 • F s I Wi cm Of ROO ;hr WPM° r NOV - 5 21103 As rtiiitu �ti^.s 1 4 • RECEIVED CITY OF TUKWILA PERMIT CENTER to 2003 CRANE DESIGN OCT i s 2003 11C: • • g !' o I. g g b i ; -4 .c •• i■ 4•i I ., t. . „ I , It i 1, . t ti ci • h e , ., 0 '4 :;• t : F. 1; 1 u V • g :• F, • i b ly � d : 11 „ J I * : ! r a. .� , 1 ii, r • t , f; `• . t i! •1 1, / 1 il• 15 0 t ( d ' r7 ! V II') / t g y .; f ' '..'.. { j !- M b 00 a. "II SHEET • a3 � ' ii 1. ( t . c: '• f r . • . 1_c C `J • • • I .• • • time PLAN 0 %.1114114r r 090203 ./ S. • , L Ir 10 a 5.. • • )' •. III 11 • g. 1 • :, • • 1.11n14.191% .• • r'' I • ` - ����r��wN CHFN)I F . MARK HOLDOWN (SIMPSON) WA LL STUD ' . E 1X1'IRLS 08/20/04 ANCHOR BOLT REMARKS PLALUI 1 1 0402 ?TYPE , NAILS /BOLTS H1 HPAHD22 .. (2)2x NF STUD 16-16d revisions' 6d 5 f 0 ) /2 o c. DFL SW3 112 STHD 1 ORJ (2)2x HF STUD 28 --10d dale: 12/27/02 SW4 . file: 3951-1 sheet P3 STHD 14RJ (2)2x HF STUD 38 -10d ed 0 4" o.c. 16d 0 5 1/2" o.c. 2 ROWS SEE NOTE 5 1-14 PHD2 . (2)2x HF STUD .10 --SDS 1/4"x3" SCREWS NO T USED : ESTB 16 • . NOT USED 8d 0 2" o.c. H5 PHD5 (2)2x HF' STUD 14 -SDS 1/4"x3" SCREWS �, . SST820 . NOT USED 1-16 PHD6 (2)2x HF STUD 18- -SDS 1/4"x3" SCREWS i . . SS1B28 . . . HOT USED .% .H7 PHD8 (2)2x HF STUD 24 - rSD1 1/4 "0 SCREWS ► SSTB28 . .. NOT USED H8 .HD8A 4Ix DFL #2 (3) 7/8" 0 SSTB28 NOT USED H9 , HD10A . dx DFL #2 . (4) 7/8" • SSTB28 NOT USED 1110 11014A : 4x mt. #2 (4) IN 0 1" Dia. PER DETAIL L — __ i :-.El :TSE ENGINEERING 12810 N.E. 118"' Si. • Suite 101 Woodinville, WA 98072-8702 14251 181 -6601 A FAX: 481-6371 K r • 1 I 1 OM. 611111011111111 . I _ • k • . •� < • SHEATHING EDGE NAILING v ad . , � Jsj i srE ° V . � NAI. la' E 1X1'IRLS 08/20/04 SPECIE ; project tit$: PLALUI 1 1 0402 TSE #3951 led 0 8" 0.c. sheet title: STRUCTURAL 'NOTES AND DETAILS 1532" PLYW'h ONE SIDE revisions' 6d 5 f 0 ) /2 o c. DFL SW3 15/32" PLYW'D ONE SIDE designer: KR drawn: KR checked: TLP dale: 12/27/02 SW4 scale: AS NOTED file: 3951-1 sheet #: TSE I NOT USED SHEARWALL SCHEDULE 1 . 2 . 3 . 4 . 6 . 7 . 8 MARK SHEATHING SHEATHING EDGE NAILING SNEARf LOW NAILING REMARKS SPECIE ; SW 1 15/32" PLYW'D ON E SIDE 8d O 6 ,. o.c. led 0 8" 0.c. HF i SW2 � 1532" PLYW'h ONE SIDE ed • 4" o.c. o 6d 5 f 0 ) /2 o c. DFL SW3 15/32" PLYW'D ONE SIDE » 8d • 3 o.c. 4" 1 Fd 0 4 o.c . SEE NOTE 5. NOI USED SW4 15/32" PLYW'D ONE SIDE Ad 0 2 o.c. 16d 0 3 o.c. 3" SEE NOTE 5 NOT USED SW5 15/32" PLYW'D EACH SIDE ed 0 4" o.c. 16d 0 5 1/2" o.c. 2 ROWS SEE NOTE 5 15/37" PLYW'D ►. Ad 0 3 oc. ; 64; o.c. ROWS SEE NO1 E 5. NO T USED SW7 15/32" PLYW'D EACH SIDE 8d 0 2" o.c. 16d 0 3" o.c. 2 ROWS SEE NOTE 5. NOT USED FLOOR TIE SCHEDULE MARK STRAP TIE ( SIMPSON) , , WALL STUD REMARKS THICKNESS SPECIE ; NAILS /BOLTS Ti LSTA36 1_1/2M HF 13 -10d EACH END • T2 iAST48 3" DFL 17 --16d EACH END NOT USED 73 MS160 3" DFL 21-16d EACH END NOT USED STRUCTURALNOTES GENERAL: ALL METHODS, MATERIALS AND WORKMANSHIP ARE 10 CONFORM 10 THE , UNIFORM BUILDING CODE AND STANDARDS, 1994 EDITION (UBC '94), AS AMENDED AND ADOPTED BY THE GOVERNING JURISDICTION. 1HE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: lo.) PROVIDING TEMPORARY SHORING AND BRACING UNTIL ALI. STRUCTURAL ELEMENTS HAVE BEEN INSTALLED AND CONNECTIONS COMPLETED. b.) FIELD VERIFICATION AND COORDINATION OF ALL DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH DIE WORK. c.) BRINGING TO TILE ATTENTION OF TtIE BUILDING DESIGNER ANY CONr1ICTS IN DIMENSIONS, MATERIALS OR NOTES SHOWN ON 1I1E_ PLANS. d.) INSTALLATION OF PROPRIETARY PRODUCTS IN ACCORDANCE With MANUFACTURER'S SPECIFICA AND RECOMMENDATIONS. MATERIALS, MEMBER SIZES, NOTES, ETC. SHOWN ON THESE STRUCTURAL_ PLANS ARE SPECIFIC FOR THE PROJECT AND TAKE PRECEDENCE OVER ANY CONFLICT WITH 111E STRUCTURAL NOTES THAI FOIIOW DESIGN CRITERIA: F )OR LIVE LOAD 40 pat (with other live loads In accordance with UBC '94. toble 16-A) 25 psf OW LOAD ID VELOCITY 80 mph / Exp 8 SEISMIC ZONE ' 3 DATIONS: FOOTINGS ARE TO BE PLACED ON UNDISTURBED NATIVE SOIL WITH AN ASSUMED DESIGN BEARING CAPACITY OF 2000 psf. EXACAVATIONS ARE 10 BE 10 THE DEPTHS SHOWN ON THE PLANS AND ARE TO BE FREE OF STANDING WATER. OVER EXCAVATIONS ARE TO BE CFII.I.FD WITH LEAN CONCRETE (1'c =2000 psi) OR COMPACTED FILL IN ACCORDANCE WITH COMMENDAT IONS OF A GE0IECHNICAL ENGINEER. TURAL CONCRETE: ALL (CRETE IS TO BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH UBC '94, UBC '94 STANDARDS AND ACI-- 301. MINIMUM 29 DAY COMPRESSIVE STRENGTH IS TO BE 2.500 psi. REINFORCING STEEL IS To BE GRADE 40 DEFORMED BARS PER AS T M A615 WITH DETAILING, FABRICATION AND PLACEMENT PER UBC '94 AND All- 31 A. INTERSECTING CONCRETE WALLS ARE TO HAVF #4 CORNER BARS WITH A MINIMUM OF 18" OF EMBEDMENT AND SPACED WE SAME AS i I IE WALL HORIZONTAL REINr ORCEMENT. WOOD ROOF TRUSSES: METAL PLATE CONNECTED WOOD TRUSSES ARE 10 BE DESIGNED BY A WASHINGTON STATE PROFESSIONAL ENGINEER IN ACCORDANCE WIT H ANSI/1P1 1 --1995 "NATIONAL DESIGN STANDARDS FOR METAL-PLATE CONNECTED WOOD TRUSS CONSTRUCT IOW AND UBC '94. METAL PLATES ARE TO BE ICBO APPROVED, VERIFIED BY A CURRENT REPORT NUMBER. 'TRUSSES, INCLUDING DRAG TRUSSES AND SHEAR FRAMES, ARE TO BE PLANT FABRICATED BY A MANUFAC I URER IN COMPLIANCE WIT H UBC '94 SECTION 2343.7. THE TRUSS MANUFACTURER IS RESPONSIBLE FOR VERIFICATION OF ALL TRUSS LENGTHS PRIOR TO FABRICATION. THE TRUSS ERECTION CON TRACTOR IS RESPONSIBLE FOR AI.L TEMPORARY BRACING DURING INSTALLATION AND FOR ALL 'PERMANENT BRACING IDENTIFIED ON THE TRUSS PLANS. PLYWOOD DIAPHRAGMS: ROOF SHEATHING or SIZE SHOWN ON THE ARCHITECTURAL PLANS IS TO BE SPAN RATED 24/16 MINIMUM DIRECTLY NAILED TO SUPPORTING 1 BUSSES OR RAFTERS WITH 8d COMMON 0 6 o.c. AT ALL EDGES AND 8d COMMON 0 42" o.c. AT ALL INTERMEDIATE SUPPORTS. FLOOR SHEATHING (SUB-FLOORING) OF SIZE SHOWN ON THE ARCHITECTURAL PLANS IS TO BE SPAN RATED 16 o.c. T&G DIRECTLY GLUED AND NAILED TO SUPPORTING JOISTS OR REAMS WITH 1041 COMMON 0 6" o.c. AT ALL EDGES AND 10d COMMON 0 12" o.c. At ALL IN T ERMEDIA I E SUPPOR 1 S. ALL SHEATHING IS TO BE LAID UP WITH THE FACE GRAIN PERPENDICULAR TO 1HE SUPPORTS. METAL CONNECTORS FOR WOOD: -•• ,„••r•,w. ••••• THE MODEL NUMBERS OF METAL CONNECTORS WHERE SPECIFIED ON THE PLANS AItL I 1 IVSL- AS MANUI AC !VIM) UY SIMI SON 311701JO lit: COMPANY, INC. BOLTS ARE 10 BE A307 WITH WASHERS AT ALL WOOD SURFACES BENEATH HEAD OR NUT. BOLT HOLES ARE 10 BE 1/16" GREATER IN DIAMETER THAN BOLT DIAMETER. NAILS ARE TO BE COMMON WIRE NAILS AND OF QUANTITY, SIZE, LENGTH AND TYPE AS SPECIFIED BY SIMPSON. WOOD ROOF TRUSSES ARE TO BE CONNECTED TO THE PLATE LINE WITH ONE (1) SIMPSON H1 OR H2.5 HURRICANE TIE ATEACH TRUSS BEARING. NAILS ARE COMMON WIRE. NAILS ARE COMMON WIRE. WOOD FRAMING: 2x LUMBER TO OE NF 2 OR BETTER EXCEPT WALL STUDS MAY BE HF STUD GRADE & SILL PLATES HF #3 WHERE NOT SPECIFIED ON THE PLANS: a.) COLUMNS IN WALLS ARE TO BE (2) 2x STUDS OF THE SAME WIDTH AS THE WALL AND SPIKED TOGETHER WITH IOd 0 12" o.c. (UNLESS NOTED OTHERWISE) b.) FLOOR FRAMING PARALLEL TO INTERIOR PARTITIONS IS TO HAVE ONE FLOOR JOIST DIRECTLY BENEATH EACH PARTITION LESS THAN ONE HALF SPAN LENGTI- AND TWO JOISTS WHERE PARTITION rXCEEDS ONE HALF THE SPAN LENGTH OF THE JOIST. • c.) FLOOR JOISTS ARE TO BE BLOCKED AT ALL BEARINGS. d.) WALL TOP PLATES ARE TO HAVE STAGGERED SPLICES A MINIMUM of 4` -0" APART AND SPIKED TOGETHER IN THE SPLICED ZONE WITH A MINIMUM OF 8 -16d SINKERS. e.) WOOD IN CONTACT WITH THE WEATHER. SOIL, CONCRETE OR MASONRY IS TO BE PRESERVATIVE TREATED. t.) ISOLATED COLUMNS ARE TO HAVE "CC" TYPE COLUMN CAPS. COLUMNS IN WALLS ARE TO 1 -LAVE "AC", "LPC ", OR "PC" TYPE POST CAPS. STRUCTURAL GLUED LAMINATED TIMBER: MANUFACTURED BEAMS ARE TO BE OF DOUGLAS FIR AND STRESS GRADE COMBINATION 24F --V4, REAM CAMPER WHERE REOUIRED IS SHOWN ON THE PLANS. NOTE$ 1. SCHEDULE IS BASED ON 1997 UNIFORM BUILDING CODE FOR SEISMIC ZONES 3 & 4. AND ON WOOD FRAMED WALLS WITH 2x4 (MINIMUM) HEM-FIR STUDS 0 24" o.c.. 2. SHEATHING IS TO BE SPAN RATED 24/0 MINIMUM AND MAY BE PLYWOOD OR OSB. 3. SHEATHING THICKNESS MAY BE REDUCED TO 3/8 " OR 7/16" PROVIDED STUDS ARE 0 16" o.c. MAXIMUM. 4. SHEATHING IS TO BE DIRECTLY APPLIED TO STUDS AND ALL EDGES BLOCKED. 5. STUDS ARE TO BE SINGLE 3" NOMINAL OR THICKER AT ADJOINING PANEL EDGES AND SHEATHING NAILING STAGGERED FOR SW3, SW4, SW5, SW6, & SW7. 6. ALL NAILS ARE To BE COMMON WIRE. 7. SHEATHING NAILING AT INTERMEDIATE SUPPORTS IS TO BE Bd 0 12" o.c. 8. SHEATHING NAILS ARE TO BE DRIVEN SO THAT THEIR HEADS ARE FLUSH WITH THE SURFACE OF THE SHEATHING. NOTE: THE "H2" MAY BE A STHD 10 AND THE "H3" MAY BE AN STHD14 AT NON RIM JOIST APPLICATIONS • A93 AB4 A85 AB5 2x BLOCK • f• , MFG. ROOF TRUSS OR ROOF RAFTER SHEARWALL EDGE NAILING SHEARWALL PER PLAN Poor SHEATHING TYPICAL ROOF TO WALL CONNEC11ON LEDGER DETAIL arf Of VW WOO 10 I 3 ?A 4rIkea • r. MARK AB SILL PLATE ANCHOR 5/8" dia. A.B. 0 32" o.c. 2x SILL PLATE SILL PLATE REMARKS NOT USED ANCHOR BOLT SCHEDULE AB2 5/8" dia. A.B. 0 16" o.c. 5/8" dia. A.B. 0 12" o.c. 5/8" dia. A.B. 0 8" o.c. 3 -16d 0 EACH STUD ROOF SN'T'G w/ EDGE NAILING TO LEDGER 2x6 (MIN.) LEDGER OR TRUSS TOP CHORD 2x SILL PLATE 2x SILL PLATE 2x SILL PLATE 5/8" dio. A.B. 0 16" o.c 3x SILL PLATE 5/8" dio. 14.8.0 8" o.c. 3x SILL PLATE HOLE: 1.) ANCHOR BOLTS ARE 5/8" dio. 0 48" o.c. UNLESS NOTED OTHERWISE ON PLAN. 2.) WASHER TO HE 2" x 2" x 3/16" THICK PLATE WASHERS SIMPSON H 1 OR i12.5 AT EVERY TRUSS OR RAFTER WALL STUD (UP.) WAIL SHTG (NOT SHOWN) TO BE CONTINOUS UNDER LEDGER RECEIVED CITY OF TUKWILA JUN 1 8 2003 PERMIT CENTER NOT USED NOT USED NOT USED NOT USED) • •• • • w. . ••• . ... I. ••• . . . A* Alp •••.moomplow—.. •.o• •• ._•..ft.1. • oho •.. .M.. 4•1I•1•■••~Vb •• . •►. ....... 'IGfw.•.. w... ' .IFi•. . ' ,;•iKn•.tM•y/fr•.iiiY ,• 4 UPPER FLOOR V ANGLE: A23 0 16" o.c. WALL TOP PLATES 10d 0 4" o.c. SHEARWALL DEAIL SHEARWALL PER PLAN SHEARWALL EDGE NAILING RIM ,10IST BEAM PER PLAN . • ���•� ....1M11■.10111111■11h. SHEARWALL • DETAIL 1" -1 _0" • FULL DEPTH BLOCKING FLOOR SHEATHING FLOOR JOIST PER PLAN SHEARWALL EDGE NAILING MAIN FLOOR SHEARWALL PER PLAN SHEARFLOW NAIL ING PER SHEARWALL SCHEDULE ANGLE: A23 0 16" o.c. PIm TO BEM UPPER F l OOR - ----�- SHEARWALL PER PLAN UPPER FLOOR SIIEARWAL l EDGE NAILING MAIN FLOOR SHEARWALL EDGE NAIL NAILING MAIN FLOOR SHEARWALL PER PLAN SHEARWALL DETAIL SHEARWALL PER PLAN RIM JOIST SHEARWALL EDGE NAILING UPPER FLOOR SHEARFLOW NAILING PER SHEARWALL SCIIFnuIE MANUFACTURED RIM BOARD FLOOR SHEATHING ------ TJI'S (JOIST MAY BE PERPENDICULAR TO EXT. WALL) WALL TOP PLATES NOTE: USE THIS DETAIL WHEN SHEARWALL PANEL EDGES FRAME ONTO COMMON MEMBER BETWEEN UPPER AND MAIN FLOORS. FLOOR SHEATHING FOUNDATION w�/ REINFORCEMENT PER lOCAI_ JURISDICTION FRAMING DETAIL r =1.-0. UPPER FLOOR SHEARWALL PER PLAN UPPER FLOOR SHEARWAAL L EDGE NAILING MAIN FLOOR SHEARFLOW NAILING MAIN FLOOR SHEARWALL EDGE NAILING MAIN FLOOR SHEARWALL PER PUN ~�-- FLOOR JOIST (JOISTS MAY BE PERPENDICULAR TO WAI.1) 2x6 P.T. SILL PLATE w/ ANCHOR BOLT PER PLAN SHEARWALL DETAIL (OPTION) SHEARWALL PER PLAN RIM JOIST SHEARWALL --, SEDGE NAILING PLYWOOD --a-- FILLER SHEARWALL EDGE NAILING I " =1 UPPER FLOOR SHEARFLOW NAILING PER SHEARWALL SCHEDULE MANUFACTURED RIM BOARD FLOOR SHEATHING ------ T JI'S (JOIST MAY BE PERPENDICULAR TO EXT. WALL) 2x CONTINUOUS NAILER w/ MAIN FLOOR SHEARFLOW NAILING PER SHEARWALL SCHEDULE WALL TOP PLATES NOTE: USE THIS DETAIL WHEN SHEARWALL PANEL EDGES DO NOT FRAME ONTO COMMON MEMBER BETWEEN UPPER AND MAIN FLOOR. SHEARFLOW NAILING PER SHEARWALL SCHEDULE FLOOR SHEATHING 2x6 P.T. SILL PLATE w/ ANCHOR BOLT PER PLAN FOUNDATION w/ . REINFORCEMENT PER LOCAL JURISDICTION FRAMING DETAIL OPTION FLOOR JOIST (JOISTS MAY BE PERPENDICULAR TO WALL) CO 0(100 WO thqS 3 01 PwS *q1t SHEARWALL PER PLAN BEAM PER PLAN SHEARWALL PER PLAN (SHEATHING NOT SHOWN) HEADER TYPICAL. WINDOW OPENING FLOORTIE STRAP PER PLAN .. .,1•MIN...... 1110...■■..r . SHEARWALL DETAIL r =r_o' • • • NAIL SHEATHING TO BLOCKS AS IFOR SHEARWALL EDGE NAILING TIE STRAP: SIMPSON LSTA21 w/ 10d x 1 -1/2" NAILS (TYPICAL) KING STUDS NOTE: ATTACH FLOOR BEAM TO EACH SUPPORTS WITH COLUMN CAP 4�► ;: ■- LAT BLOCK (TYPICAL) WALL OPENING REINFORCEMENT AT SHEARWALL RECEIVED CITY OF TUKWLA JUN 1 8 2003 PERMIT CENTER ENGINEERING 11 .2810 N.E. 178 ST. • Suite 101 Woodinville, WA 98072 --8702 425) 481- 6601 • FAX: 481-6371 AMIN project title: PLAN //110402 TSE #3951 sheet title: STRUCTURAL NOTES AND • DETAILS revisions: designer: file: sheet #: i drown: KR checked: TLP date: 12/26/02 scale: AS NOTED TSE -2 TSE 3951 --2 KR 2-- SI I EARWAL I. ----- EDGE NAILING FOR CONN. OF SHEATHING TO HOLDOWN STUD (TYP. ) 2x STUD w/ 10d 0 3 o.c. FULL LENGTH (STAGGERED) FLOOR V TOP OF CONC. WALL V TOP OF FOOTING V • MAIN FLOOR SHEARWALL PER PLAN MAIN FLOOR SHEARWALL EDGE NAILING FLOOR JOIST PER PLAN #4 0 10" o.c. 2 -N4 CONT. 1 " =1 ` -Ow SHEARWALL PER PLAN (SH`T`G NOT SHOWN FOR Cl AR ) FRAMING ANCHOR: A35F 0 18" o.c. (2) 2x OR 4x HOEDOWN STUD STRAP TYPE HOLDOWPI rrR PLAN HOEDOWN DETAIL NiN/ d.446 144114410 MINAINV ANWAR IN 1' 4" N ANCHOR BOLT PER PLAN -F CONC. WALL #4 0 18" o.c. VERICAL M MAIN FLOOR SHEARFLOW NAILING PER PLAN FULL DEPTH BLOCKING BETWEEN JOIST 2x6 P.T. SILL PLATE INTERIOR SHEARWALL DETAIL S SYM . AA' 1 TTY RIM JOIST P.T. SILL PLATE w/ ANCHOR BOLTS PER FOUNDATION PLAN 14 MIN. RUNE. ( PER HOLDOWN MANUFACTURER'S REQUIREMENTS) FOUNDATION WALL 14 BENT AND EMBEDDED IN FOOTING CONCRETE FOOTING R CO ► i...«.. .:.. i ' k w ' . . I • •.•i.i. . r . . ,...►'......5... '4 • a ..- ww.... _.:.a ►' r.. .o. ...... -444 -- - - SHEARWALL EDGE - NAILING FOR CONN. OF SHEATHING Ti) HOLDOWN STUD (TYPIrAL) 2 x STUD w / - ---- - ---♦- 10d 0 3" 0.c. FULL LENGTH (ST /.GGEPFn) TOP OF CONIC. WWLl. V TOP OF FOOTING V SILL PLATE DBL. STUD -\\ (2) 2x BOTTOM PLATES I HOEDOWN DETAIL 16.5" 4-----ii 3" TYP. 4 a a a r 1: 1 4 + + 4 SHEARWALL r4 PLAN H'T ^ NOT SHOW: FOR CLARITY a It MIN. a 4 4 4 . . . 4 4 4 4 4 (2) 2x OR 4x HOLDOWN STUD STRAP TYPE HOLDOWN PER PLAN A 4 A 4 CONTINUOUS HEADER (PER PLAN) C SYM. AB'1 P.T. SILL PLATE w/ ANCHOR BOLTS PER FOUNDATION PLAN FOUNDATION WALL 14 MIN. REINF. ( PER HOLDOWN MANUFACTURER'S REQUIREMENTS) 14 BENT AND EMBEDDED IN FOOTING CONCRETE FOOTING M FASTEN SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3 GRID PATTERN AS SHOWN STRAP TIE: SIMPSON S72215 W/ 20-10d NAILS (INSTALL ON SIDE OPPOSITE SHEATHING) 7/16" SPAN RATED SHEATHING 24/0 MIN. w/2 ROWS OF 8d 0 3 "o.c. AT PANEL EDGES (1 ROW OF NAILS INTO EACH STUD AND SILL PLATE). IF PANEL IS NOT CONTINUOUS, BLOCK PANEL EDGE w/A SINGLE 4x6 AND ATTACH EACH PANEL EDGE TO BLOCK w/2 ROWS OF 8d 0 3 o.c. HOEDOWN PER PLAN 0 . C • 4 ROW INTO EACH PLATE 1/2* dia. x 12" LONG ANCHOR BOLT (2) AS SHOWN w/ 2x2x3/16 THICK PLATE WASHERS CONCRETE FOUNDATION WALL w/ CONTINUOUS FOOTI G PROVIDE 1 - 14 18" DOWEL 6" FROM FOOTING INTO WALL AT EACH HOEDOWN LATERAL RESTRAINT PANEL _••• ri i► — — USE SHEARWALL EDGE. NAILING - ----0- f OR CONNECTION OF SH`T`G TO POST (TYP.) I' BLOCK SOLID UNDER HOEDOWN STUDS FLOOR V TOP OF CONC. WALL 0 TOP OF FOOTING V ROTATE THIS DOWEL 90' AT CORNER APPLICATION 04 at 12" O.C. 5 14 RIM JOIST SHEARWALL EDGE NAILING ANCHOR BOLT PER PLAN 04 0 10" o.c. SYN. A8'T' SHEARIALL PER PLAN (SHEATHING NOT SHOWN FOR CI ARRY GRADE 1" 1' O S-0" 4x6 DFLI1 POST BRACKET TYPE HOEDOWN PER PLAN SHEARWALL PER PLAN SHEAR FLOW NNUNG PER SHEARWALL SCHEDULE SH."ARWALL EDGE NAILING NOTE: • FLOOR JOIST PERPENDICULAR TO WALL TO BEAR ON MUDSILL w/ SOLID BLOCKING BETWEEN JOIST. ATTACH BLOCK AS INDICATED BELOW FRAMING ANCHOR: FOR SW5, USE A35F 0 16" o.c. FOR SW6. USE A35F 0 12" o.c. FOR SW7, USE A35F 0 9" o.c. 3x6 SILL PLATE #4 0 18" o.c. VERICAL • • FRAMING DETAIL r SLEEVE NUT • OR TURN BUCKLE 1 Dia. THREADED ROD W BOLT EMBEDED 8" INTO FOOTING • P.T. SILL PLATE w/ ANCHOR BOLTS PER FOUNDATION PLAN 14 MIN. REINF. (PER HOLDOWN MANUFACTURER'S REQUIREMENTS) FOUNDATION WALL 14 eEM AND EMBEDDED IN FOOTING CONCRETE FOOTING CP of WOO NUS 13 2.t103 As 010 e VI I RECEIVED cm' oF*vuwiu JUN 1 8 2003 PERMIT CENTER I CO r • • '« TSE ENGINEERING 12810 N.E. 178 ST. • Suite 101 Woodinville, WA 98072 -8702 425) 481 -6601 • FAX: 481 -6371 EXPIRES (18/20/04 project title: 1 f PLAN I /11O4O2 TSE #3951 sheet title: STRUCTURAL NOTES AND DETAILS revisions: designer: drawn: checked: sheet #: • T -3 KR KR TLP date: 12/26/02 scale: AS NOTED file: 3951-3 ri4r; 1- 1'' ( K7 = .ee :IrrY•� r I w 1.)4.61-1(.2 • s•�,, -•T 1<I 1 - .)r, .- • 4 W t. rti r Hrr t<I LL- t a, Agr! Cam' A)c -1( i � /711 74 V•v • 13 /1t Kr• 106 (01 re'1' ru J ra -c" I (1) I !Irr•trir Tag" 1 � f.3' • e, 1 KIvrl -' ••?t, {1.1 I r5 O { osr .feid kJ) 41./ItterlEl., E ?: . yir�-r' ' . 51- ir[\ Ig yr c rrr) « 1u r'l • -- • te � �'; S'r'i., • .5-......._ ..s_ :- .aAI r /vir. l 4' rre "3 L"wio , c 1 5 tNicKx 0'1.046 'CoNtReTE fov'n)JG w� 541Y L.W. 4'w # 'oic. s4A). ( C.EP4rrEIt root /n)G UrlDe2 S►IEe}qpµ! FoIt)AJicii PLM W x • lAlli rtt)01 PLAN . LEGEND HOEDOWN PER SCHEDULE ANCHOR BOLT PEP SCHEDULE FLOOR TIE PER SCHEDULE SHEARWALL PER SCHEDULE STRUCTURAL DETAIL PER SHEET TSE -1 2 i lk 3 RECEIVED CITY O JUN 1 8 2003 PERMIT CENTER 4 f EXPIRES 118120/04 • project title: ENGINEERING 12810 N.E. 178 ST. • Suite 101 Woodinville, WA 98072 -8702 425) 481 -6601 • FAX: 481-6371 PLAN #110402 TSE #3951 sheet title: LATERAL DESIGN revisions: TSE sheet #: TSE -4/ X03 -- rzz • • a Air i J N I S 1 .111 I r -,e, all M- 2 ' 1 ofkr2e,A a. • t . • 41 01111.41.•.111.11)1 (rit) A s Wi M ar* — • BED # �! II . \ / I %-, � \ VA ° IA 7 rt i F I, • I3EDROOM - • • 4'1 71"-K h:' c) lc) Ird "st MI IN ca tub • WI Of 100 trf pU Ni 3 ISO UJEn LUtJi UAN • RECEIVED crtv JUN 1 8 1003 PERMIT CENTER txr TSE ENGINEERING 12810 N.E. 178 • Suite 101 Woodinville, WA 98072-8702 425) 481 -6601 • FAX: 481 -6371 dir r! �iv ,F Aihs,.:4, $ ( P', 11 ) CA i fa) o VI 'v ■FI 10969 `sl ONA1. �'� EXPIRES IIN /211/II4 project title: PLAN #110402 TSE #3951 sheet title: LATERAL DESIGN revisions: sheet #: .T5E --5 i J N I S 1 .111 I r -,e, all M- 2 ' 1 ofkr2e,A a. • t . • 41 01111.41.•.111.11)1 (rit) A s Wi M ar* — • BED # �! II . \ / I %-, � \ VA ° IA 7 rt i F I, • I3EDROOM - • • 4'1 71"-K h:' c) lc) Ird "st MI IN ca tub • WI Of 100 trf pU Ni 3 ISO UJEn LUtJi UAN • RECEIVED crtv JUN 1 8 1003 PERMIT CENTER txr TSE ENGINEERING 12810 N.E. 178 • Suite 101 Woodinville, WA 98072-8702 425) 481 -6601 • FAX: 481 -6371 dir 7 (r)... I' a 1 1-. t E • ••• 3 ',ix 12 6.041-4A4 ( PR nETq Il- N /TSE 3 14 • • 6%e ft .. •• dd•ddrdiddlmind de it • 7j1 . w I I. 9 • ,/ 1f Ic' .. -gin • 47'74 L't4)4 (? S NE4 r7l i/,l6 (;) IF I. IA L.. 44\ ,r41; i.: • • Tb . upPER. w4Li.. Pe2 1.6 OaEot. 0E74 e;g /rsE -1 " (To) a • TSE ENGINEERING 12810 N.E. 178 ST. • Suite 101 Woodinville, WA 98072 -8702 425) 481 -6601 • FAX: 481 -•6311 • project title: PLAN X110402 TSE X3951 sheet title: LATERAL DESIGN revisions: • CITY OF T�UKNIILA JUN 1 8 1003 rERMrr CENTER sheet #: TSE -6 T)06 y; g CRANE DESIGN Inc. Rfeserve6 All LegAI Ric :p1 10 MAterlAl On 1h16 Sheeat - Subject To CrimInA1 Proomcution MIN. 1/1h' A rA RATFr, el -4p A T - 1 Nri ----- 1d • 12' 1 �✓` e or. t1 A x 8d • 6' O EACH (3 ROWS) HANDRAILS FIRE LOCKING CLG. LINE 4.1ANDRAIL• OR RAILING NOTE: OPENINGS RET LEEN BE LESS THAN 4'. �� N FORM GUARDRAIL • T-IAN 6'. STAIR SECTION KICK PLATE 7 - FLOOR JOIST ---RIM JOI S 1 - • - • 3/4' T 1(i rt.i . 61 IT OR OS R 3P BAT T INS 1 JOIST f EP Pt. AHJ 1/2' DIA. x 10' W/ 3/16' X 2' X 2. wASI -+E R • 47' MAX. 0.C.4 E3OL T SHALL BE NOT LESS THAN 1 BOLT DIAMETERS (3-1/1') - I�' F 1 0M ( TNE E R 4 NOT MO ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, MN 1' EMBEDMENT 2)(6' P.t. MUD SILL j--- I - 11 4 CONT. REBAR FOR E A. 14' OF S t EMWALL. MIL. vIBQUEEN VAPOR BARRIER(BLACK) 12' CLEAR BEAM 10 EARTH I CLEAR BOTTOM or JOIST TO EARN N 2 - 4 '4 CONT. RFF3AR • IL ING3 SHALL. TRIANGULAR ELEMENT OF RISER, STAIR SHALL BE LESS C w 5/8' 1 Y PE 'x' G.u1.E3. OR (2) LAYERS 5/8' TYPE -- 'X' G.1.1115. IF STRINGER 5rAcING Ig MORE THAN Iv' cc. (TAPE 4 FINISH ) MAIN FLOOR LINE 2 )'h STUDS ot OC Ihd0F3' Icd A 4' CC. — (3 RO U .C. MAX. 3 � WHERE BRICK -- vFN. • PROvIDE 5' LIP 6' UNDER JOIST GRADE - - --- L FLOOR LINE TF.TWO STORY FOUNDATION I. HANDRAILS SHOULD NOT PROJECT MORE THAN 3 1/2' INTO THE REQUIRED STAIR WIDTH 4 SHOULD HAvE A SPACE OF NOT LESS THAN 11/2' BETWEEN THE WALL 4 THE HANDRAIL. 2. THE HANDGRIP PORTION OF HANDRAILS SHOULD NOT BE LESS THAN I 1 /4' OR MORE THAN 2' IN CROSS SECTIONAL DIMENSION. 3. HANDRAILS SHOULD HAvE TI-IIER ENDS RETURNED OR SHOULD TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. I. PROVIDE FIRE BLOCKING IN CONCEALED SPACES BETWEEN 5 FAIR S1 RINGERS ,AT THE TOP $ BOTTOM OF THE RUN 4 BETWEEN STUDS ALONG 4 IN LINE UJITI~I THE RUN OF THE STAIRS IF THE WALL UNDER TI-IF STAIRS 15 UNFINISHED DBL. JOIST LEDGER *CONTRACTOR NOTE: 411 Dimensions SI Be Checked And verified Prior To Construction. - --- RIM JOIST ---�- 4' 1 16 rLY. BHT. OR O.S.E3 ---- IR - INS. r OOt? JOIST PER PLAN 5/8' D IA. x 10' AB W/ 3/ ' WASHER • 4 -0' MAX. 4 BOLT -- ESE NOT LESS THAN 1 BOLT (4-3/8') FROM CORNER 4 NOT 12' FROM THE ENDS OF EACH FOUNDATION SILL PLATE, MN 1' EMBEDMENT 2x6' P.T. MUDSILL —(1) - •4 CONT. RE5AR FOR EA, 10' OF STEM WALL J6 MIL. vISQUEEN vAPOR BARRIER ! F3L ACK ) - ATTIC INSULATION R -3e (TNERMAX NSUL. W/ EQUIv. R -VALUE TO BE USED IN ATTICS WHERE CLEARANCE NOT AVAIL. FOR BAT T.) 1/2' GLL (TYP.) - FLOOR JOIST PER PLAN MN. 13/32' T46 114 - DERLAT1ENT, UN.O. -- GLUE 4 NAILING (I0p • 6' O.C. EDGES t BLOCKING, 10' O.C. FIELD - TYP.) I.D. 32/I6 R - BATT INS. W/ v.8. TYP. W4LL SECTION SHALL IAME TE RS MORE T NAN INDIvIDUAL O.N. PER PLAN TYP. GA4GE FOUNDATION NOTES: ATTIC VENTILATION I/154.3 OR I/300 OF Sr - SEE PLANS FOR ROOFING C -ONST. SEE I 4 ELEVATION LUG MIN. 1/16' SNEATI -KING UNO WI S' -0' F'otNEL LENGTH PLACED PER'. TO IREC i rJN OF FRAI"IINCi AND ALTERN4 I'Z PANEL EN," JOINTS BY =1ALF PANEL LENGTH NAIL . did • e•oz T ='ERI; •! " TER 4 ALL SUPPOR • .. PANEL EDGE': i?'o.c. • FIELD TYP. _ 'AL (NO ' f ELT AE3OVE - i YF; `.L (*10. 1'oi,1•1 R f3AFFEL 1' eFAGE lo i: 1 ENO 1' Itt4. ' Azov! AI ION f HURRICANE •t Et w T..0• C"R 3-II • 7' •c.,'o.c. 1 YP. UNC 2x 13IRC E3LOCICS W/ :APB: BEEN TOE iih;:. (2) I6d E.A. END 10 T%'' SS OR RAFTER *1 I PROVIDE CONT. ROW Cr ROOF St- IEATNING NAILING • 6'o.c. MAX. -- Ix8 R.S. CEDAR FASCIA Wk CONT. MTL. GUTTER DBL. TOP PLATE IaEADER - PER PLAN 2x BOTTOM PLATE 2x RIM JOIST P.T 2x SILL PLATE SEE 1 /S1 FOR TYPICAL FOUNDATION NOTES To Reorder Pions I(811Xo -36 15 2x.. J'TUDS • lb' O.C. 2x4' P.1. MUDSILL W/ I/1' DIA. >: 10' u1/ 3/16' x 2' X 2' WASHER • 6 o.c. 4 BOLT 51-1ALL BE 110T LESS THAN 1 ;. PIAME1LrkS (3 -1/2') FRC1n CORNER 4 +'t0 MORE THAN 12' FROM THE END OF 3 EACH INDIVIDUAL FOUNDATION SILL PLATE, 4 MIN. 1' EMBEDMENT 14 - OF•4W AONILL . FOR EA. ' 4' CONC. SLAB OvER 4' GRAVEL FINISH z FILL W/ 6x6 W2.I x W2.I W.W11. IN SLAB. DOOR FRONTS WITH NOT LESS THAN (2) 5/8 x 10' AB. PLATES • SPEAR WALL OvER 2' WIDE t :. INTERIOR WALL: '.3 ESE .. CONSTRUCTION ~' • F'l UMBING 1 �, " '' .4►R/A !ON WINDOW - PER PLAN EXT. WARM WALLS - 2x6 STUDS • I6'o.c. OVER R -2I t3ATT INSUL. W/ VAPOR BARRIER W/ MIN. 1/16' APA RATED SNEATNING (SEE PLAN FOR NAILNG 4 SIDING) INSTALL !BUILDING PAPER OR FELT BET1UEEN SIDING 4 WALL SWEATNINCs TYPICAL. ALL EXTERIOR WALLS. 1. AL I. EX1 ERIOR WALL Ei 100 i"E 0HH31 RL.::: c L' IN ,',CCORDANCE Wi THE " ' IN. PROv13ION3 PER 2320 Ut3C "1 TNF .aNS 1 AS SPECIrIEr FURT NER ON S4 -'F1.= T 53. • TYP. BASEMENT SLAB 2x6' P 1'.'NUDeILL W/ 5 /8` • 4'- m' or. LU/ 3x16'>c WASHER) 4 BOLT SHALL BE NOT / LESS T!-IAN 1_ T DIAMETERS 1(4-3/8') R AND NOT / MORE THAN IV . FROM THE / ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE MIN. �' EMBEDMENT TYP. BASEMENT SLAB 22222122 2>:c7' •/Fs' L� I A►. ANCHOR BOLTS ( 3/16' )(: ?' X WASHER) 4 BOLT $HALL 13E NOT LEGS TkAN 1 BOLT / DIAMETER* (4.3/8') FROM j CORNER ANC) NOT MORE TNl`-N 12 FROM THE ENDS OF EAC INDIVIDUAL FOUNDATION SIL,. PLATE, MIN. - 1' EMBEDMENT • 4' CONC. SLAB OVER 4' CCt 1PAC TE D FILL W/ I b x6 - tW!l.I x .I W111'1. IN SLAB. .. r•• 4' CONC. SLAB OVER -- 4' GRAVEL FILL WI 6x6 -- (V2.1 x (1)2.1 MUM. IN SLAB • \._R t4 RIGID INS. • PERIMETER 0 4 VERT. • 16 W/ ALT. NOOKS 2 •4 CONT. REBAR (2) - •4 REBAR CONTINUOUS R - 21 BATT INSULATION OR INSUL. PER 6UE3MIT TAL ,.-- SUPPORT BEAM PER PLAN USE ST22 I- IORIZ. • BM. TO BM. SPICE. 2x6' CLEAT (EA. SIDE) OR SIMPSON MTL TIE (PC TYPE) .._._. _ ..._•.__._.4 SL:P -ORT o3 r r rREa.L: A1 D : ►t c TRE E OR ELEvAIED tI NN. 8' ABv. EARTH ri pJ:l 4 F'EAt1 DETAIL 2' RIGIr INSULATION (R-10) 24' MN. (EXTRUDED POLYSTYRENE) '4 REBAR - NORIZ. • 10' O.C. •4 REBAR • 16'o.c. SHEET PLAN NUMBER: • MOYtA' . Mite" .J....R�..'.Illrii. -.. •�.....�e r �a L .+._'= .s. - t - '.. - - - -- - y - - - - _ �' b3e-p. !leg • , • CRANE DESIGN, Inc. Reserves All l.ecya . apt • _ . • Ago (MAY vART - SEE PLANS) (18' TO 4' - Q5' I-1 ICsN W/ PONY WALL) CONTINUOUS HEADER OR ST6236 • JOINT (NOR AS PER PLAN) COLUMN CAP • MULLION HEADER CONNECTION SEE PLAN FOR SIZE (2) 2x6 ST6236 TIE STRAPS CENTER ON JOINTS NAIL FULLY 2x6 STUDS • 16' O.C. - A35 CLIPS • BASE TYPICAL MIN. x /16' APA FATED SHEATHING RAILED 8d • 4'oc. (EDGES) 18' o.c.(FIELD) ALL EDGES BLOCKED U.N.O. 2116 SOLE PLATE NAILED I6d • 4' o.c STAGGERED RIM OR F•OI.IND A T ION DETAIL 'A' Rights lo Material On 1 FhIe Sheet - Subject To Criminal rroeecut Ion MIN. 1/I6' APA RATED SNP. AT 14IN5 UN O. W/ T `r VEK, 30• FELT OR SIM APPROVED VAPOR Iz3ARRIER OvFF? 0 2x6 STUD WALL $OL E PLATE NAILED W/ Ihd • 8' O.C. - STAGGERED, PROvIDE BE OC'4r INS; • RIM JOIST' RIM 4 FLOOR JOISTS AS PER FLAN FL) . SPLICE SHOULD BREAK ON COMMON MEMBER --- --• -Pd o 4' O.C. • SOLE PLATE, RIM JOIST 4 10P PLATE DBL TOP PLATES 2x6 STUD WALL -•-- BATT INSULATION (Tyr.) • 5/8' x 10 A13. • 36' O.C. W/ 3/I6' x 2' x 2' WASHER 7 7 .- (BOLT SHALL BE NOT LESS THAN 1 BOLT DIAMETERS (4-3/8') FROM CORNER, AND NOT MORE THAN 12' FROM THE= ENDS OF EACH INDIvIDUAL FCL 1DATION SILL PLATE -- ?x6 P.T. D.F. MUDSILL 8d• 8' O.C. GRADE •4 REE3AR CONT. 1- kORIZ. • I0'o.c. �-'' •4 VERT. • 16'o.c 2)(6 FIRM, WALL OR 2 X 4' STUDS W/ 2' AIR GAP BETWEEN STUDS a CONC. R -21 INSUL. «4' CONC. SLAB W/ 6x6 - W? I x W2.1 UJW1"1. ON 4' GRAVEL FILL T NERMAL BREAK R - I0 RIGID INSULATION 2 - ''4 DIA. CONT. 3' UP - 3' IN FQUN4T ION / E TA IN ING WALL NOT : SOIL BACKFILL ON EXTERIOR 51 -MALL NOT EXCEED A WEIGHT GREATER THAN 30' ABv. TOP OF SLAB AT INTERIOR • FLOOR ELEv. UNLESS ENGINEERED WALL DETAILS PROVIDED. CONTRACTOR NOTE: 411 Dimensions Sha 1I tae Checked And Verified Prior To Construction. CRIPPLES NAILED (SNUG UP TO POST WI 16d • 4' o.c. GARAGE DOCR DRIVEWAY PER CONTRACTOR. CONT INUOUS FOOTING DRAIN - ---� " CRADEE4M AT G44GE 5/e' DI,'. x 10' BOLT • 36' OTC. U!/ 2x4 P.T. MUDSILL • • • 5 /B' DIA, x 10' —\ A.B. • 48' O.C. • 3 STORY (WHERE PLYWOOD USE 5/8' DIA. x 10' BOLT • 32' O.C. W/ 2x4 P.T. MUDSILL) 1 -e- 12 ° TOP OF STEM WALL BE=Y OND 4' CONC. SLAB ON .4' COMPAC I ED FILL THICKENED EDGE CONTINUOUS FOOT ING PER PLAN - '•4 DIA. CONT. 3' UP NON-EAING SHEAR WALL LTG. -2x6 S i • I6' O.C. • 3 (t CR'i, 2x4 •I 42 STORY 4° CONC. SLAB OVER 4' GRAVEL FILL W/ 6X6- W2.1 K U12.I WWII. IN SLAB r 6 MIL. VISQUE EN W/ I' SAND OVER • LIvING AREAS 2- •4 DIA 3' UP 2OR3'DOWN NTERloR WALL ON SLAB o Reorder Plans 1(811)642-3615 9 TOP PLATES r ir'ER PLAN i li?' ♦ BOLT THRU LEDGER AND INTO HEADER • 3' IN FROI'1 EACH END SUF'POR T WALL I - -_! ._. VENEER BEYOND t OPENING 2x6' STUDS NOT TCO EXCEED 34' O.C. -• --- 2x4' STUDS NOT TO EXCEED 16' O.C. WALL TIES SHALL eE CORROSION FIEStSTANi, AND IF MADE OF SHEET METAL. SHALL NAVE A Mitt. THICIWcSt• OF 0.0030 IN. (NO. 2. ALVANIZED S EEt GAGE) BY 3/4' . OR IF OF WIRE, SHALL ;.LAVE A MN. DIA.. OF 0.I4$ IN. (NO. S But. GAGE). WALL TIE' 91 -TALL BE SPACED SO AS TO SUP R r NOT MORE TI-IAN 2 SC ''T. OF WALL ARL:A BUT SHALL NOT :. . MORE THAN 24' ot4 C LATER I-SORIZ. WALL TIES 5144.!.'... 1-1.4%.1.: A LIP OR HOOK ON THE EXTENDED LEG THAT WILL. E OR ENCLOSE A HORIZONTAL JOINT REINFORCEMENT WIRE HAvNG A DIA OF a i48 IN. (NO. 9 BiU. G•QCCE) OR EQUIV. TN,' JOINT REINFORCEMENT SHALL SE WITH BUTT SPI..... ES BETWEEN TIE& PERT 11 TTIED. APPRc2v IL D PAPER SHALL Ek..- \PPLIED O'vER THE SHEATI►-IING. AIR 'ACE OF AT LEAST ' S1 L BE MAINTAINED BETWEEN THEE .CKING MO THE VENEER SPOT BEDDING AT ALL TIES SHALT. SE OF CEMENT MORTAR. f i i f C OR t: t - t3E C -- PL. AN:") r o , OR o tt!1;•.,; CtJ O' -'ENING . M ` VIR• TIED UJ '2 1;ES • D'o.c.. Wi ALT ERNA i -OOKS GF .; JTED CORE CRAWL SPACE OR BASEMENT WOOD JOIST SYSTEM SECTiON BRICK VENEER STEEL LEDER - L6' /I6' EXTEND 6' BET' OND OPENING TO !SEAR ON VENEER 4 Im' CONC. MEM WALL, FOR 6'-0' OR LESS SPANS CAN Use: L 5'x 3 I/?' x 1/4' 3' M.N. HEADE pPENING ENTR7" - 4' x 8' x 2' BRICK . -- -"3 GA. WIRE TIES IN ea) JOINTS ACCROSS • CORE • MAX. SPACING OF 1 PER 1U' OF DIMENSION IN EACH DIRECTION I I2'o.c. VERTICAL. I to 17" TO 19" Tl'P. BRISK COLUMN AT ENTRY 1 ,y8' METAL .�r, 1<) ` - -SEAL WITS TRIM OR CAULK -- STEEL . REST ON SLICK I I MORTAR JOINT .••- BRICK ` ENEEP - ELEvATION VIEW 3/8 OIA ttEEP NOLL., '' (1219) O.C. Try-- - .....�.7Mr, .s.w h1AbON . • • s 1' 2 ' o A... VERT IC,4 -. • of AUG 13 2UO3 Mj 01 t.1) 18 `i PERMIT CENTER CoPTRiGNr © 2002 CRANE DESIGN, Inc. RECEIVED CITY oFruKwIu JUN 1 8 2003 Clb-P CRANE DESIGN, Inc • • , s ...: • • • • • • ""• we • ' f .. ac••••..sp v ,, owl... • •• .•."r.,.. • P1 ► VI! All Lec r I fright's, (Ni 1Eh!a SI►4■10. GENERAL NOTES: ..• '.....M1" ,w..1 "4"- "+w• '11wIlPite'Afr #01.111M I. CRAWL E,F'ACE vENtILAt ION, MINIMUM NET AREA, 1 SQ. ET, FOR EACH 150 So F*T, OF FLOOR AREA. OFL~HINC1S TO BE f ^L A( =FI) AS CLOSE TO CORNERS AS rRACTICAL (MIN e' AWAY FROM ANY 4OL.D rO11Ji) ANrl S1-44I.1. A''F?r)/It F CF?() ' vpriTILATIcst1 ON AT LEAST TI.IJo (:`PPOSITF SIDES 2. CRAWL SrAcP, UNOBS1 RI ICI ECG ACCESS, Mitt I8'x24' - Subj'(t To Cr Wi I F►'0e14,: ut ion 3. ,A11IC vENTILATIOIJ, 1/152' or ATTIC AREA OR 1/300 IF 1/2 LS IN SOFF'!1 AND 1/2 13 3' ABOvE PLATE LINE 4 . A1 1 Ic ACCESS MIN 22'x3P_.o WI 1 I MIN. 30' HEADROOM, UNOBS 1 RUC1 E'), READILY ACCESSIBLE OPENING 5. IN ROot - 15 NOT PROVIDED WITH AN OPERABLE WINDOW OF 1.5 SOFT. OR GREATER, A MECHANICAL V t ILAl ION 5/ STEM, CAPABLE or PROVIDING 5 AIR CHANGES PER HOUR, SHALL BE PROVIDED. �. VENT DR/ ER BAT! - 1 FANS, AND RANGES/OVENS TO THE OUTSIDE. 1. GARAGE AND NOUSE OCCUPANCY SEPARATION MIN. 1 HR. TAPED AND FINISHED. CiARAGE AND BASEMENT SUPPORTS TO BE I I-1R. ( /8' t'rF ='E 'x' OR EQUAL) S. TILE FOR SHOWER SHALL BF_ 6' ABOVE FINISH FLOOR WITH WATER RESISTANT BACKINGS. s. ALL WATER CLOSETS TO t - 1A'vE 30' MIN CLEARANCE SIDE TO SIDE. 24' MIN. CLEARANCE • FRONT. Im EGRESS IN EVERY SLEEPING ROOM SHALL NAvE 4 MINIMUM NET CLEAR OPENING OF 5.1 SQ. FT. THE MIN. NET CLEAR OPENING I- !EIGHT DIMENSION SHALL BE 24' MN., NET CLEAR OPENING WIDTH DIMENSION Ol; 20'. /301 - Tom OF OPENING SHALL NOT BE MORE rtWAN 44' ABQvE FLooR. II. FIREPLACE CODE COMPLIANCE PER UBC, CHAPTER 3I -B, AND LOCAL BUILDING DEPT. ALSO REBAR AS F'EIR SEC. 3102. 12. HEARTH EXTENSIONS - HEARTH SHALL EXTEND ,AT LEAST 16' FROM THE FRONT OF, AND AT LEAST 8' F3ETOND, EACH SIDE of THE FIRE PLACE OPENING. WHERE THE IIREPLACE OPENING IS 6 SQ. FT. oR LARGER, 1I-1E -1E,4R4-1 EXTENSION SHALL EXTEND AT LEAST 20° IN FRONT OF, AND AT LEAST 12' BEI - oND, EACH SIDE OF THE FIREPLACE OPENING. CONc. oR MASONRY MUST NOT BE SUF'r•ORTED ON WOOD FRAMING. 13. APPLICATION AND INSTALLATION OF INSULATION AND vAPOR BARRIERS S1-TALL COMPLY WITH THE 2001 STATE OF WASHINGTON ENERGY CODE. 14. GLAZING IN COMPLIANCE WITH SEC. 2406, UBC STANDARD NO. 24 -2 AND WASHINGTON STATE SAFETY" GLASS LAW. EXCEPTIONS ARE AS OUTLINED IN SEC. 2406, UBC. 1 5. GLAZING IN LOCATION SUBJECT TO HUMAN IMPACT SUCH AS GLASS ON DOORS, GLAZING WITHIN 24' ON EITHER SIDE of A DOOR OPENING, GLAZING CLOSER THAN 18' TO A FLOOR, SHOWER DOORS, AND tue3 ENCLOSURES SHALL 5E EITHER TEMPERED GLASS, LAMINATED SAFETY GLASS, S.44TI ER RESISTANT PLASTIC, OR WIRE REINFORCED GLASS FOR SKYLIGHT. 16. 5L !DING GLASS DOORS TO ESF SAFETY" GLAZING, LAMINATED, OR TEMPERED GLASS. 11. SHOWER ENCLOSURE' SHALL BE APPROVED WIRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. 18. GLAZING WITHIN 18' OF FLOOR OR LESS TO BE SAFETY GLASS. IS. ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED AND C CMPLY WITH TI-4E 2001 WASHINGTON STATE ENERGcr CODE. 20. TREATED WOOD I WEATHER PER UBC SEC. 2306. 21. Ti Ti-I15 cFFICE ASSUMES NO RESF'oNSIE3ILITY AS TO THE p1- IYSICAL CHARACTERISTICS OF THE SOIL, NOR DOES THIS OFFICE VERIFY THE ACCURACY OF THE ENGINEERING DATA SUPPLIED EST OTHERS. WHERE SOIL AP'P'EARS TO BE OF POOR QUALITY, A SOIL ENG. REPORT SHOULD BE SUF PL IED 15/ CLIENT. CRANE DESIGN HAS TAKEN EvERY EFFORT TO ENSURE THE ACCURACY 0i T1 ATTACHED DRAWINGS, HOWEVER IT 18 THE RESPONSIBILITY OF THE CONTRACTOR TO CI -IECK AND VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO coNSTRUcTIoNI. 22. THE ATTACHED PLANS ARE THE PROPERTY OF CRANE DESIGN, INC. ANY !REPRODUCTION OF THESE PLANS WILL VIOLATE COP1 RIGHT LAUDS. THE HOLDER OF THESE DRAWINGS MUST FAT A FEE FOR THE USE or THE MATERIAL TIIEREIN OR BE SUBJECT TO LEGAL ACTION BY CRANE DESIGN INC. ENEG NOTES: •CONTRACTOR NOTE: 411 DImer tone Shall ee Checked And ' /er ifted rrlor To Construction, • • ENERGY" NO 1 FS f"ER I?Iq I I.V.4s -1 INC I 1 GIN Sl A 1 E ENERG ~" CODE PF?oy!DE A*'ID MINIMUI-1 AC= DEr . IF JSULA t ION L.EvEL or R - 3F3 « CEILINGS (Is;? -30 ' 2).(12' VAULT) R -. I .UALL3 -rte rLCORS OVER UNHEATED SPACES R 10 At SLAB F' ERRME TER INSTALLED NORIZoNTALL 24' UNDER SLAB, WHEN CONCRETE I~LOOR3 ARE WI TI-I IN 12' Or GRADE. ALL OPENINGS AND JOINTS N ExTERIQR WALLS SHALL 8E SEALED, CAULKED OR WEATI - TER STRIFFED AT LIMIT AIR LEAKAGE AN ArFROvED VAPOR BARRIER SI - TALL BE PROPERLY IN81 ALLED IN ROOF, N ENCLOSED RAFTER 8r''AGES, FORMED 1 - 1ERE CEILINGS ARE APPLIED DIRECtLY TO UNDERSIDE or 'GOOF RAPIERS ALSO It1 EXTERIOR WALLS INSTALLED k tail BLACK vISQUEEN GRCUND CovER, LAPPED 1' -0' At JOINTS AND EXTENDED UP to FOUNDATION WALL (REQUIRED AT ALL CRAWL SPACES) PIREr'LACES SHALL BE ! 'RO ✓IL ED UT!TN ,a TIC,t ITT.'►" FITTING r!_UF DAMrERS B RFADILI ACCFSSIBLF t OR AU1O CONTROLS 81- 10WERS SHALL NAvE A FLOW CONTROL DEvICE TO LIMIT rLcw TC A MAX. Cr 2.5 Grh PER SHOWER UFAD. WATER HEATERS ARE REQUIRED TO f3E LABELED AS COMPLYING U1/ NAECA 1981 ELECTRIC WATER Nr.•',TERS LOCATED IN UNI- IEATEr SPACES SUCH AS GARAGES TO BE INSTALLED ON AN IN - 'r" - li^'RFgSIF31_ F INBULA1 IOf 1 * MNNN or I8' ABOVE FLOOR GAS OR ELr:C. (R -10 MIN.) • eiRucTUR4L NOTE5 2. FoUNDAT;oNS 3. CONCRETE 4. REINFORCING STEEL I. 'DESIGN LOADS (v'ER1r Sr:OW LOAD r''FR ASEA) A. ROOF LIvE LOAD 25 F°SF (1OTAL LOAD 31 pSFXW /'tIL_E 45 PSI~ B. FLOOR LIVE LOAD 40 P5F (T C T AL LOAD 50 PST ) C. SEISMIC ZONE 3, V. .14W D. WIND LOAD 22 pSF , . E. SOIL PARING CAF 1000 PSF ASSUMED. SolL REPORT REQ'D oN ANY QUESTIONABLE BOIL. A. ASSUMED MAx SOIL FEARING CAPACITY 1000 PSF UNDISTURBED CWT. �3. POUR FOUNDATIONS ONLY' ON UNoIS tUREED SOIL. (VERIFY) C. UNDER FLOOR SLABS COMPACT FILL TO 95% MMO. A. FOUNDATIONS AND FLOOR SLAB CONCRETE SHALL e.E EQUAL TO (2500 PSI). MAXIMUM WATER TO CEMENT RATIO, 5. -1/2 SACKS OF CEMENT I~'ER CUBIC YARD OF CONCRETE AND 6-3/4 GALLONS WATER PER 94 L F3. SACK OF CEMENT 2500 PSI ASSUMED COMPRESSIvE STRENGTH AT 28 DAYS. % RACK MIN /CU. YD. B. MINIMUM COVERAGE OF STEEL, 3' BOTTOM, 2' SIDES, I - 1/2' WALLS. TOR SOIL, GEE CODE WHERE SOIL NO PROBLEM. .. C. .EQUIvALENT FLUID PRESSURE, MN. 35" PER CUBIC FOOT A. ALL REINFORCING STEEL SHALL BE DEFORMED, INTERMEDIATE GRADE, BILLET STEEL - AS1M 4615 -12 GRADE 40, NEW, CLEAN AND FREE OF DIRT. B. SPLICES, WHERE LOCATED AND APPROVED SHALL t3E A MINIMUM of !2 INCHES (2500 PSI) OR 30 BAR DIAMETER (GONG. • 2000 PSI 40 DIA.) C. ALL REINFORCING SHALL eE TIGHTLY TIED AND SUPPORTED DURING CONSTRUCTION. D. WELDED WIRE MESH SI -TALL IRE �51M ,4185. WOOD A. PER Uf3C SEC. 2305 k3. !HEADERS /BEAMS - BEE PLANS PoR ALL °SIZES AND SPECIES. C. SEE PLANS FOR PLYWOOD.. 6. STRUCTURAL STEEL . ALL STRUCTURAL STEEL SHALL BE ASTM 436, NEW, CL.A.• \N AND FREE OF RUST. PIPE COL. SHALL �3E ASTM 853, GRADE B OfR ASOL, A36 STEEL. (ALBC.) 1. S1 RUc TURAL FRAMING A. FfM i NG To BE IN CoMF'L I ANCE WITH UBC SEC. 2320. B. PROVIDE NAILING IN ACCORDANCE WITS -I UBC SCHEDULE 23- 11 -B -1 • . STRUCTURAL ENG. SPECS TAKE PRECEDENCE OVER MN. NAILING SCHEDULE AND OTHER GENERAL SPECS. .. C. PROVIDE SOLID BLOCKING AT JOIST SUPPORTS AND BEARING PARTITIONS. D. PROVIDE BRIDGING OR BLOCKING AT MID-SPAN of ALL SPANS OVER 10 FEET. . E. USE APPROVED JOIST MANGERS WHERE REQUIRED. F. ROOF TRUSSES! SIZES TO BE VERIFIED, DETAILED AND FABRICATED BY TRUSS INSTALLATION AND BRIDGING SHALL BE r' R MA RUS MANUFACTURER. MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS' ALL TRUSSES DESIGNED MUST BE ST,...! - IF"ED 5Y LIc. WA. STATE P .E. CARE MUST BE TAKEN DURING ERECTION BY BUILDER TO NOT OVERLOAD TRUSSES WITH !BUILDING MAT. .4 To ADEQUATELY BRACE TRUSSES. 0. STUD WALLS A. USE 2x6 NF•2 STUDS AT 16' 0.C. (24' O.C. MAX.) PER U5c 2320 W/ 2x4' CONSTRUCTION SPACING NOT TO EXCEED 16 O.C. W/ THREE STORY STRUCTURE 2x6' STUDS MUST BE � USED • LOWEST ' v SPACING NOT TO EXCEED 16' C.C. `-E EL B. DOUBLE TOP PLATES SHALL HAVE JOINTS STAGGERED NOT LESS THAN 4 FEET. MIN. NAILING OF 8-16c1 • 48' MN. LAPS • EACH SIDE OF JOINT W /16d • t2' O.C. BETWEEN PLATES FOR EXT. 4 INT. LONG WALL (2 4 3 :STORY BLDG.). 9. ROOFING A APPLY" ROOTING IN ACCORDAt;cc ',PITH ; ec. SEC. 150.. ',. B. PROVIDE ..ATT:C VENTIL . TICtN; , ,S it4DICATED ON RCOf- FRAMING PLANS. 4 SECT. 150 *, PLOOKDAAEHRACell MIN•I!MUM 19/32' THICKNESS A "'A RATED TONGUE I GROOVE 7; 4EATI-IINGZ WITH 1001 NAILS ^' O.C. AT SUPPORTED SHEATHING F'Ar4EL EDGES AND !O' O.C. AT INTERMEDIATE FR,',M ;NG MEMBERS (SEE ARcI PLANS AND I OR GENERAL NOTES FOR REQ'S.). FECIF1C4TIQNS: .cam tilt TZEL..$1° F1CAT1 1. USE 2,50e psi CONCRETE SPECS AT 2S D4 S. 2,000 PSI MAY BE USED BUT RECOMMENDED NIGHER STRENGTI -4, 2. USE ASTM, AG18 - OR EQUAL GRADE 40 RE13AR LAPPED 30' MIN. AT SPLICES, CORNERS a INTERSECTIONS. IF 2,000 PSI CONCRETE, LAP 40' DIAMETER MIN. 1. THE TRUSS MANUFACTURER SHALL PROVIDE ALL DESIGN AND ENGINEERING WITH WASHINGTON STATE P.E. STAMP ON DESIGNS. DURING ERECTION OF TRUSSES, THE BUILDER SHALL TAKE CARE TO ADEQUATELY BRACE TRUSSES 4 ALSO NOT TO OVERLOAD THEM WITH EXCESS BUILDING MATERIALS. To Reorder F'Iane ((8111642.361 • • • ft W/ • _., Ise .. • it fj • • 2 a AUG • CAll NUYAILP: IWPROAD 13 2.063 AS OLD RECEIVED G'11Y OF 1'UKVVILA JUN 1 8 2003 PERMIT CENTER . pi);-ta C:OP: @IGNi© 2002 CRANE DESIGN. I nc. • r' 1 r fata t " Y' rr o� T gli it g taggA 6 -- t if 64 1.4.i8L)g 9 lipte; N g a , P d.�� d o ep% ir A t ;t og� , • SHEET tO ets, �V c-r 4" **ea °P X +0? >'115) . o -. Fs; .0 ;i a) a) o p o 17. z ca LrJ r ---- -- CONNECTION (NAILING -�' __ _ - - ♦..w�.._s. _ _ . � �tf -_ NAILING _ .. •� - Jo-Iii I, Jois to s cr irdo% toenail 3 ,_2. Brtdjn2 to joist, toenail each end .gd_ ��'.�•��.+��t_. 3 . 1' x 6' (25 mm x 62 mm) subfloor or less to each Joist, face nail 2 - _dd 4. Wider then I' x 6' (55mm x 152mm) subfloor to each ,joist, face nail 3 - ad 5._2' 2 ' (51mm) subrloor toj_oist or _girder, blind oand face nail -16d • -r f.�� •t�.._.r _�. �+.+t -wr• .- ....�w� . - r ��_ -..►� _ �_ ��- -��- ••tr+l� h. Sole plate to Joist or blocking, typical face MAW 16d at I6' (4?sE‘mm) o.c Bole plate to foist or blocking, at braced wall panels 5 - 1601 per 16' (406mm) - == - - . 2 1. T o l e is to stud, end n a i l .....___ - *NNW a. 8. Stud to sole plate 4 -801, toenail_ or 2 - 16.d, end na 9. Double studs, face nail 1601 at 24' '66IOmm) o,c. I. Double top plates, typical face nail Ibd at 34' (610mm) o.c. Double top plates, lap epllcs 8-16c1 II. Biockln between joists or rafters to top plate, toenail _ 11 RIM ,lolst to to letenal i ! � ..� s, to _....._. - ._ - id a t 6' (152mm) o.c. - -- 13. Toy plate laps and Intersections, face . 2-16d 14. Continuous header, two !eces IE, .. ..,t716 (406mm) o.c. a long each edge 15. GellinS foists to plate, toenail 3 -801 16. Continuous header to stud, toenail r4 -801 • 11. Ceiling Joiell_f_peover partitions, face nail 18. Collins joists to parallel rafters, face nett 3 -16d 19. Rafter to toenail 3_801 20. I' (25mm) brace to each stud and plate, face nail 2 -8d 21. 1' x 8' (ZSmm x 203mm) sh•athingor less to each bearnngg_ face nail 2 - 8d 22. Wider than I' x 8' (25mm x 203mm) sheathing to each bearing face nail 3_gd 23. Built -T corner studs I6d at 24' (610 mm) o.c. 24. Built - up girder and beams 20d at 32' (813mm) o.c. at top and bottom and staggered 2 - 20d _ _ at ends and � each s Iic_e 25 _ . 2' (SimmLtdnks 2 -i,d at bearing earing 26. Wood structural panels and particalboard: eu l ear, roc( and well sheathing (to framing,: (I Inch • 25.4mm) I/2' and less 601 3 19/32' - 3/4' eeor Gd 1 /8' - 1' Sd s 'I I /8' - 1 1/4' IOseor Sc s 21. Panel siding (to framing), 1/2' (13mm) or less 601 e 5/8' (I6mm) Sd b 28. Fiberboard sheathing: 1 1/2' (13mm) No. II ea g 6d4 25/ 23' . (20mm) No. 16 ga d , No. II gab Sd Nc. 16 gag 19. interior paneling 1/4' (6.4mm) 4d le 3/8' (9.3mm) ed " 11 6 *WU 11: ci° if • > , 8 1 1 12 ' "*" =Y PLAN NUMBER: CRANE DESIGN, Inc. Reserves All Legal Right► To Material On Thle Sheet • Suhject To Criminal Proeecutlon TABLE 23- II -B -1 - N4IL1NGSc1EULE "Common or box n a i l s and y be used excerpt where otherwise stated. ' Ne t le spaced at 6 inches (152mm) on center at edges, 12 inches (305mm) at intermediate supports except 6 inches (152mm) a� t all euports wire spans are 48 inches (1219mm) or tnore. For na I I Ing of wood structural panel and partite (board diaphragms and shear walls, refer to Section 231533 and 2315.4. Nails for wall sheathing may be c ommon, box o r casin 9 y . 9 $Common or derormed shank 4 Common. sDerormed shank. *Corrosion- resistant siding or casing nails conre- •tire to the requirements or Section 23043. 'Faeteners spaced 3 inches (16mm) on center Ixterior edges and 6 inches (152mm ) on center dt Intermediate supports. 5 Corroslon- resistant roofing nails with 1 /1e6- inch - diameter (1lmm) head and 1 I/2 -inch (38mm) length for 1/2 -inch (13mm) sheathing and 1 3/4- Inch (44mm) length for 25/32 - inch (20mm) she 9 requirements conrormin to t he rs uirements of Section 23043. "Corrosion - resistant staples wIth nominal 1 /I6 (11mm) crown and 1 1/8 - inch (29mm) length for 1/2 (13mm) sheathing end i 1/2 (38mm) length for 25/32 (20mm) sheathing conrormin to the requirements of Sect Ion 2304.3 'Panel supports e t 16 Inches (406mm) 20 Inches (508mm) if strength axle in the, long direction of the panel, unless otherwifie marked . Casing finish nails spaced 6 Inches 152mm) on panel edges, 12 Inches (3m) a t in m di supports. t e a t"e I' 9 �' II Panel supports at 24 Inches (6I0mm). Casing or finish nails spaced 6 inches (152mm) on panel edges, 12 inches (305mm) at intermediate supports. TABLE 23- II- B- 2 -1000D STRUCTURAL PANEL ROOF S-4E4T41NG N4L1Nc SCLULE ROOFT33TE ON E .. WiND REGION NAILS PANEL LOCAT ION Greater than 90 mph (14 common panel edees 3 - km/h) Pane)f 6 Greeter than 80 ph (I29 Bd common Panel •de_eee 3 6 __.... km/h) to 90 mph (145 km/h) Panel fle:ci 12 cad omTon Panel ed ee 6 80 mph (I2 9 km/h) or less . _ �.�._ _..... Panel Field 12 1 1 ? - ��Fe etertlr u fi n coats ) >( 25.4 FOE? mm 3 to 6 64 4 6 6 b 6 _� 12 12 'Applies only to mean roof heights up to 3S rest (10 12'0 mm) For mear roof heights over 31 rest ( Ile 100 Mm), the naffing shall be dee'gnesd. 2Th• roof fastening Zonis area shown to the right. !Edge spacing also appiiee aver roof framing at gable -end wails ° Use 8d ring-shark hails In this zone Tr mss root height greater reater - then 25 feet (1600 mm). 'CONTRACTOR NOTE: 411 Dimensions Shal Be Checked And Verified Prior To Construction. MEC-4NIC4L! •_ ---_•• - • ----- ---- - _..-- �----- ----- -- , _•ate+ 1501.ID FUEL BURNING APPLIANCES t3oiid fuel burning appliances include airtight stoves, fire places stoves, room heaters /fireplaces stoves, factory- b'lllt fireplaces, and fireplace inserts. Unless otherwise adopted by king County, all solid fuel burning appliances comply shall com I with 1991 U.E3.C. 4 1991 U.M.C. - HEATING Each dwelling unit hall be provided with heating racllities• capable of maintaining 10 +F at a point 3' above the floor io a I I heb ite rooms when the outside temperature is as seat forth In SecE 310.11 U.B.C. A. Fuel burning equipment located within the bul Nine envelope (constructed under the W.S.F.C.) shall obtain combustion air from outdoors, meeting the provisions or Section 101 U.M.C. NOTE: BUILDING ENvELQPE The elements of a building which enclose conditioned spaces through which thermal energy may be transferred to or from the exterior. e. Fuel burning equipment located outside the bulldin a shall meet enveio the rovislons of C-ha tear 3 U.M.C. U�1C I' p C. Ductwork, location and source of combustion air, refer To Chapter 6 U.M.C. •,li warm -dtr Furnace shall be listed and labeled by an approved agency and Installed to listed spec)fIcetlone, Chapter 3 WIC. Appliances Intended for Installation In closets, alcoves or confined spaces shall be so !toted. Section 304.2 U.M.C. No warm-air furnace shall be installed in a room Used or designed to be used ae a bedroom, bathroom, closet or In any enclosed space with access only through such room or spaCe, except direct vent furnaces, enclosed furnaces and electric heating furnaces. Section 304.5 U.M.C. No warm - 8 Ir furnace shall be Installed in a closet or alcove less than 12' wider than the furnace or furnaces installed with a minimum clear working space less than 3' along the sides, back and top of the furnace. Selection 304.1 U.M.C. Liquefied petroleum, gas-burning appliances shall not be Installed in a pit, basement, or elmilar location where heavier- then- air.gae might collect' Appliances so fueled shall not be Installed In an above -grade under floor apace or basement unless such location is provided with an approved means for removal of unburned gas. Section 304.5 U.M.C. (Approval must be granted by the E3u1 Idtng Of Miela i. 1 Meeting and cooling equipment located to a garage and which generates e glow, spark or flame capable* or i nitin f lammable vapors shall be Installed 9 � p s to with the pilots and burner a or heating elements and switches at leant le' above the floor level. Section 303.13 U.M.C. Fire dampers need not be Installed In air ducts passing through they wali, floor, or celltno separating a residence (Group R, Division 3 occufvancy) from a garage (Group U p , Division 1 occupencyjprovideci such ducts within the garage are con - et r ucted of steel having a thi_ knees not lees than 0.019 inch (No, 26 Galvanized sheet gauge) and have no openings into the garage, Section 302.4 U.B.C. Warm -air furnace installations in attics or crawl spaces shall comply with Section 319 and 320 Uf.C. . . Every appliance (dryer, range, etc.) designed to be vented shall be connected to a venting system complying with Chapter 8, Ever factor built chimney, Type L vent, Tupe B gas vent or Type !MU as vent shall be installed 1 I in accordance with the terms of its listing, manufactures inet- ructions and the applicable provisions of Chapter 8 U.M.C. Vent connections shah be Installed within the space or area in which the appliance Is located and shall 17.e connected to a chimney or vent in such a manner as to maintain the clearance to combustibles per Section 815, and Table 3 -C, U.M.C. DUCTWORK: A. Duct systems shall be or metal as set Forth in Tables Noe. 6 -A, b-B, 4 6 -C or factory -made air ducts complying with Chapter 6 U.M.C. B. Joints and seams shall be substantially airtight, Section 601.6 Table No. 6-4 (rectangular ducts) and Table Nob -B (flat, Oval, and round ducts), U M.C. C. Installation or ducts shall comply with Section 603 U.M.C. D. Duct insulation shall be installed In accordance with Section 604 U.M.C. 4 PT� � 4 1 FT 44T. 1 FT. (INCLUDING 1 FT OvERFaANG) POOP RIDGE L ROOF FASTENING ZONES o Reorder Plans 1(811)642-3615 GENERAL! I. I 'ILOTS, BURNER, NEArING ELEMENTS I SWITCHES OF THE FURNACE AND H.U). SHOULD BE A MINIMUM OF 18' At3OvE THE GARAGE FLOOR. THESE SHOULD ALSO BE PROTECTED AGAiNST ANY VEHICULAR COLLISION. 2. EXIT DOORS SHALL, ME OPERABLE FROM THE iNSIDE WITH A NIGI.1T LIGHT, DEAD BOLT, OR SI!CURiTi• CI -IAiN MOUNTED AT A -1EIGHT OF 45' MAXIMUM A13OvE FINiS.EC) FLOOR. 3. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHOULD BE PRESSURE TREATED U1OCi.? AND BRANDED BY AN APPROVED AGENCY. 4. LIvING ROOM CEILING IS 24' AE3OvE 1- IALLUJA1' WHICH LEADS TO SLEEPING ROOMS, A SMOKE DETECTOR WILL 15E INSTALLED AT THE HIGHEST POINT. 5. CESSED LIGHTING FIXTURES SHOULD BE I.C. RATED AND ENCLOSURE LINED WiTN A 1/2' G.UJ.E3. TAPE AND FINIS1-1. b. ALL DUCTS, PLENUMS, AND ENCL- OSURE THROUGH OR ALONG UN- 1- iEATED SPACES ( INCLUDING Ti -POSE FROM GARAGE INSTALLATIONS), SHOULD BE THERMALLY INSULATED • EXCEPT THOSE INSTALLED BETWEEN WALLS OR IN A SPACE NOT EXPOSED TO OUTSIDE AIR. 1. DRYER MOISTURE EX1 -1AUST DUCT SHALL NOT EXCEED A TOTAL OF COMBINED HORIZONTAL_ AND vERT- iCAL EFFECTIVE LENGT1-1 OF 14' -0'. .g. MASONRY FIREPLACES SHOULD ESE PROVIDED WITH A TIGHTLY . FITTING FLUE DAMPER AND A READILY ACCESSIBLE MANUAL CONTROL. AN OUTSIDE SOURCE OF COMBUSTION AIR SHOULD SE • PROv1DED WITH A DUCT OF 4 SQ. INCHES MINIMUM AREA AND TREA- CLY OPERABLE DAMPER AS PER SECTION 4Q2 OF THE WASHING rON STATE VENTILATION CODE. REF. 13EC. 3102. U.B.C. UJATEI? HEATERS LOCATED IN THE GARAGE OF UNHEATED FLOOR ARE TO BE INSTALLED ON INCOMPRE- SSIBLE INSULATION. 10. NOT AND COLD WATER W=ATER PIPES IN THE GARAGE 51 - 1OULr' BE INSULATED WITH MINIMUM R - ii WITH A FLAME SPREAD OF 25 OR LESS. 11. THE SI -1OWER SURROUNDS ARE TO BE A SMOOTH, HARD AND NON- ABSORBENT SURFACE Nor LESS THAN 10' ABOVE THE DRAiN INLET. 12. G'r PSUM WALL BOARD BACKING USED FOR TUF3 OF SHOWER ENCL- OSURES SHOULD BE OF A WATER RESIS t ANT MATERIAL, DO NOT INSTALL OVER VAPOR BARRIER ON WALLS OR ON THE CEILING. dG ' • p UG � � 13. AIR DUCTS !=•ASSING THROUGH GARAGE WALLS , FLOOR OR ICE IL ING ARE TO !3E NO. 26 GALVANIZED STEEL WITH NO OPENINGS INTO 1-1E GARAGE. 14. t_ANDiNCIS OUTSIDE TO !SE NO flORE THAN I' BELOW THE T 1-4RE 3' D. 15. 1NTEiCI1EDIATE RAILS TO BE NO MORE Ti -IAIJ 4' APART. loco. 3 i ,AIFZ 1-1ANDR4IL9 AND NAND GRIPS ARE 10 HAVE 11/4' TO 2' CROSS Sac l IONALS AND RETURN TO WALL. (r_.011TINUCUS) 11. 5 /S' TYPE "x' GOB. UNDER ALL • Stair LJ LLS AND DOUBLE LAYER IF STRINGER SPACING IS MORE THAN 16'o.c. 10. WATER NEATER SHALL BE SEISMICALLY STRAi°PED AT A THE POIINT WITHIN / THE UPPER I /3RD AND LOWER 3RD OF ITS VERTICAL DIMENSION. �idSiON. T I-IE LOWER STRAP S I BE NOT LESS THAN 4 INCI -lE � THE CONTROLS. 8 A ROVE 19. WINDOW MANUFACTURER TO PRO- VIDE PORT I -IDLES IN EACH WINDOW IN EACH HABITABLE ROOM. 20. LW TER HEATER PRESSURE RELIEF •; • VALVE TO DRAIN BY GRAVITY fi0 EXTERIOR. (UPC 608.5) ROOD: I. ATTIC VENTILATION AS PER 5053 U.B.C. SEE VENTALATIONS 'CALCULATIONS PROVIDED. 2. VENT OPENINGS SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WiTH .OPENINGS OF 1/4 So. INCH DIMENSION. 3. ROOF VALLEYS TO NAVE 25 GAUGE GALvANiZED FLASHING. .4 UkoCD SHINGLE OR SNAKE TO DE iNSTALLEr? FER 1991 UBC CNAPTEP. IF t 15 -I3-2. 5. 10,17::' ;ALT SI- IlNGLE (C0111 TO BE li` A LED PER 199"1 UEC CHAPTER 15 1 TABLE 15-B-1. 6 22 ATTiC ACC7.795 TO ESE PROVIDED FOR EACH SEPARATE ATTIC AREA WITH 140 LESS 1t-IAN 30' FOR HEADROOM. ATTIC ACCESS Cyr' _ TO I�AvE R - 3C I NSU L ATION MINIMUM. A 'iC WE 6tI HER 3T>r'.;PEt. 1- IARDWARE TO PRr"vIDE TIGHT CLOSURE. . 1, TRUSSES TO BE DJESIGNED AND STAMPED E31' A WASH1NGToN STATE STRUCTURAL ENGINEER CALCULATIONS ARE TO BE SUBM- ITTED FOR CODE COMPLIANCE r RIOR TO FABFRICAT ION OR PER - MIT ISSUANCE. S. APPROvED HANGERS To BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR Nip TRUSSES TO THE MAIN GIRDER TRUSS, 'rRIJ99 MANUFACTURER TO PRO- VIDE TYP11. NONBEARING LUALI-S Sl -IOULD BE HELD DOlLN FROM THE TRUSS TO BOTTOM - 1OR17 UJI TN AN APPR- OVED FASTENER TO INSURE TRUSS E'OTTOM CHORD WILL NOT BEAR ON NONBEARiNCy WALL. 10. ROOF TO BE ANCHORED T0 ICE - S; f T NET WIND UPLIFT LOADS. USE SIMPSON 'H' ANCHORS OR EC UIvAL r NT. 11. TRUSSES DLL NOT BE FIELD ALT- ERED' WITHOUT PRIOR BUILDING DEPART!" EN T APPROVAL OF ENG- INEERING CALCULATIONS. • r. � 12. TRUSSES ..HALL HAVE DETAILS MO DRAWINGS ON SITE FOR FIELD INSPECTION. 13. PROVIDE SCREENED BLOCKING OVEiI SUPPORTS. 14. SHADED AREAS • FRAME OVER WiTI -i 2x6 RAFTERS • 24'o.c. U.N.O. FOUNDATION: I. GALVANIZED METAL FLASHING TO BE INSTALLED BETWEEN CONCRETE SLAB, AND WOOD MATERIAL' AT EXTERIOR PORCHES AND LANDINGS TO RIM JOIST. 2. CONCRETE PiER PADS SHOULD PROJECT AT LEAST 6' ABOVE GROUND UNLESS PRESSURE . TREATED MATERIALS ARE USED. I .} • SECTIONS: 1. ALL EXPOSED INSULATION MATER- AILS INCLUDING FACING SUCH AS VAPOR BARRIERS OR WEATHERED PAP »R SHOULD WAVE FLAME SPREAD /SMOr:E DEVELOPED RATING SHOWN ON 2:-.4450 OR LESS. NOTE ALL INFORMATION PROVIDED ON TNlS SHEET IS PER THE STATE OF UJASNINGTON 1997 U.B.C. VERIFY LOCAL COcE3 iF CONSTRUCTION IS IN OTHER THAN WA STATE. CITY OF T� u J UN 18 2003 PERMIT CENTER • cop Ric;Nr 2UOi CRANE DESIGN, nc. • • 4 a • n 2 GONG. PAD FLUSH WIN NEW CONC. -yt" SLAB ON GRADE 1 Rg 4X4 PT. POST • 4111.1).-1104. a/!r, r. -' • - ,i, a. .l'.t►. , . wJt . so. t. • ... 1.. . _ ., ..._ . .Y : A .■. dioC10'iPT. BEAM � 8 13' 411 L_ J CONC. PAD PLAN SCALE: I/4" = I' -0" 20 '_ H SCALE: 4/4" : _ & I 4 11 EXI5TING EXTERIOR WALL a l_ 4 11 5/4X4 PT. DECKING 2X8 FTJOISTS X16 "O.C. 2X8" PT. LEGER DECK PLAN EXISTING EXTERIOR WALL T 1 • x DEC 5/4X4 eck 4 DECKING OR EQUAL 4x10 P.T. BEAM 4x4 P.T. POST Vyxy e`Pati RAIL y r ryeth•E c/P4 r SEFT D=1 I: I- ;rNOTE: NTS. • PLANS A • ,rte . , SIMPSON LUS2& EA. JOIST • 1I 2x8 P.T. JOISTS 49 16" O.C. BECK DETAIL EXISTINOOSE � G: N ExiERIOR WALL D DETAILS EXIST. JOISTS 2x8 P.T. WGR WI (2)16P CsALV. fi 12" O.G. 0. tIV Of (01411A APPRovt PR 21200 NS Oa) SOLD** ON190t, RECEIVED CITY OF TI IKWII A I\pi 1 9 2004 PERMIT CENTER 1705••• • ••••- ..:. v'.*.. y 4* .T alb M . 4g1P%alllqmw r'piij r nrekinti, ••• DUI I meiA1 Rlgt o o 1 . • t 1o•v Iw 1 e.N. 11df► Ye, CS Mn I /'1 Iff► •r-ut rtn • li IH' OSB (U; III' IF" rF1.'t n,/r:F Pd A' or 10(1 fe PH if 4 ' O.G 2x 1:;11 .101ST Ia q 4' O.0 -. GR�AL:'E cli1 LI1!I= ti eACKT'ILi . W, r r r nRAVI~L 4' FEW. Dt AIN IL.F SF1 IN (; AvF(.. •CQ 1 I R.4C I GAR NO t E . All D WINS ,e Ions Shan Be Checked 4 cI vet I r led ry for to Co►•tructlon. ao ff 1 1 .1 1 *A % 4 vv/w/-4 ::: 1T `�� OF: !4p iii .� - 0::: rr 1 If � 1 ; ?xb' slurs iv 16' 0.C. (24' MAC'.) 2x Bol t - 0t - 1 rLA1P W/ 16d 4 e' 0.c. FLOOR SIS I EH s p IArNRAM NtUS1 BE CoMF'L I;1 El ' rFzAr-1F1) PFroRF BACKFILL 15 FLAcPr. 911 4N(1 IOR 0 PA JOIS T ri ooR JOIST rF R ri. AN ----- 2xS' F'. SILL rL_A I E U1/ it-1;7111 I /2'4.x10' AB • 16.1 O • 2x4' STUDS 1' 16' O.C. W! Ir 1SUL f=''ER PLAN AS REQ'P 0 4 CON1 REBAR • 12' 0.C. (1 _ _ ___ __ __ __ NOTE: FL.(OR 5TSTF11 I AL�JIACENI SHEAR WALLS MUST BE DESIGNED 10 RESIST' RESULTANT LA1FRAL SOIL LOADS FROM UJALLS. «4 (VERt) REBAR * 12' 0 c tlftt STEM ! Nr7TLE S10Ri` 4' CONC. SLAB tL! x6 - 2.1x2.1 U1.tLI.I OVER 4' COMP. FILL -R-10 RIDCID !NSW_ AS REQ'D. -(2 CON 1. REBAR Iy • BASEMENT WALL DETAIL (JOIST PERP. TO WALL) i Y o Reorder Piano f • 18' 41 .4 • 34' Or ; " w) 5/f3' 1 - T_ r'r Glyn n 4 ':'. ••v ' ''' .ti :•�\ '\\\ \\\.► I �/\\ / / \ \ / / 4 4i '/\ \ v ' / \ //\♦♦* 1T .� \ -LI t V.:W `� LINE r i t.:4CP(F I Li_ t'i /_ \ \ F E c R,44ti' {1 � /♦\\� \ \ ♦/ G R•� V L i / / \.. /...„ I � / \ ��/ \ fit T�Tr- % ♦/ i i1TfrII . 4� U " Ip f , . pf ,+ 4' F DRAIN !• -t" S y ! iN r11�' ��- ..t. r75 F I o,/ FE;_ C, c;) P c fi' • 10; .1 4' c., c. :t.:1 4 • 4 9■44 ,!( t'k J 4' I '•: .a.... cur L IN E • 4 1 .1 iN l:t_E GRAVEL avEr_L et ,; - — MINI 8' S T ET I SINGLE S t ORI S -- 4 ' CONC. SLAB. W/ xb -2.1x2 .I UJ U i O`r'ER 4' C`. C`...- .. FILL • . 2x6' S 1 UDS • Ib' G.C. (74' tv1A ' ) .2x BOYIOI /Ibd •8 Cr • FLOCR 1 H DN M'JS r BE CC�H PLE TE t FRAI BFr r- F BACKFILL IS PLACED 1,11FF',0',l 1.5�' ANr'1 -1C1? 0 F Ja-.1 + WHEN J515 Frti t PARALLEL. 'I C WA1_ I 2x BI.K'C/ TO BE INSTALLED • Ib - O t111-1 (5 BM 'S S xS' 51L L F'LA I E 1 11.' IF t at11. 1/7't! A B_ o 16' G C : N..4' STUD'" • iEv' G.C. w' INSUL . PER FLAN AS R c 'D ' ms ''''s se' Bari e. 4- i 04 CONT. PE B A R 4;12' o r' (I P 17 04 ( VER1) REBAR • ; ; ' ., N27T E: x'1 .0014 S T girl i AD.IACEN r 1 SHEAR WALLS MUST BE DESIG1JFt"' i 10 RESIST RESULTANT i.A1frRA1 SOIL L LOADS PROM WALLS. R - RIDGID INSt.I .. Q L AS EQ'D #4 CCANT. RE BAt � 1yb • S ;LIDS 0 14:,' Cc (24' MAX x BO i rL A T F= Lt.// 1& ri • g' C.C. 5/4' i *Cs FLT W. GLUED 4 NAILE=D tU • iC"d • 4` o C. TO BL`^CK_INc V: : ;;NIFSc N L50 ANcr -10R rzii .10�• =T • --- - -�•--- t:L CoR iota; PER PLAN :!A(8' f 641 INSUL . 1/2' 4 x AB. 'o lb' O C. 2x4' S UD5 >~ I ' O +11/ INSUL_ . FER r•L AN AS REQ'D. i :: t.___ _._.__ 04 CONT. RFBAR 6 12' OC. (I -1ORI 7 i SOIL NOTE: ri. -00R 511 - S T EM t ADJACENT SHEAR WALLS r1115T BE DESIGNED tO RE513T REE tANt LA1F =R'AL SOIL LcADS FRCI -1 WALLS *4 (\t) REP .! R 12' 0.0 __._.....,._.., L - TIN S t EM StNGL.F 51 0R 1 - o R SLl B IV/ F� -21 21 W111M COI ' FILL - IQ RIDGIC? INSUL. AS REQ'D. - 42)•4 CQNT REBAR BASEMENT WALLDETAIL TO WALL) 0-r •. • sloroirie )42 '11,7N 1 1997 U.B.C. SI IF S1A .. PFV.: 1. 1 AN NI I imI I IM • J a w 0 Ui O CC F-- z J U CI) oc N- r Ckii c - 11,W WILA PERMIT CENTER f N el. C a3•t9. b -411 �L1�, ::t t.C1 eldilr ,► . 'II:. _..,....�,..�...,. 41.. �e +�.l.. , cot twain t) ig (1A CRANE DESIGN, Inc. • i 1 1 • GENERAL C4NSTRuCTION NOTES NE1/4, NW 1 1 ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS (1996) AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (1998). 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT /APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE - CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1- 800 - 424 -5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CR:_ATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF TUKWILA. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION /SILTATION CONTROL PROCEDURES. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 10. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12 ") OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS -1). 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE - CONSTRUCTION MEETING. 12. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO. RS -14. 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'), UNLESS OTHEhWISE APPROVED BY THE CITY OF TUKWILA. 14. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FAC LITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 15. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY; TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DRAWINGS" REQUIREMENT. 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14 ") WITHOUT ADDING NEW SECTIONS. 18. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAILS. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM. 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF SDR 21 OR 35 PVC PIPE TO MANHOLES OR CATCH BASINS. 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12' -6" FOR SDR 21 OR 35 PIPE. 21. BEDDING, BACKFILL AND CONSTRUCTION PROCEDURES FOR ALL STORM DRAIN PIPES SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA STANDARD DETAIL NO. DS-11. AND DS -12. 22. BEDDING, BACKFILL AND CONSTRUCTION PROCEDURES FOR ALL SANITARY SEWER PIPES SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA STANDARD DETAIL NO. SS -11. 23. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACKFILL PER WSDOT STANDARD SPECIFICATIONS SECTION 9- 03.14. 24. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT -OF -WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET, AS PER CITY OF TUKWILA STANDARD DETAIL RS -3. 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF TUKWILA. LEGAL DESCRIPTION: LOTS 1 AND 2, DOAK SHORT PLAT NO. L02 -024 , ACCORDING TO THE SHORT PLAT THEREOF RECORDED IN THE RECORDS OF KING COUNTY, WASHINGTON. 4, SECTION 22, T23N, R4E, W.M. CONTRUCTIQrT SEQUENCE 1) ATTEND PRE - CONSTRUCTION MEETING. 2) FLAG OR FENCE CLEARING LIMITS AND INSTALL FILTER FABRIC OVER EXISTING CATCH BASINS. 3) GRADE AND INSTALL CONSTRUCTION ENTRANCE. 4) INSTALL PERIMETER AND CB PROTECTION (SILT FENCE, INLET FILTER, ETC.) 5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY. 6) CLEAR, ROUGH GRADE, STABILIZE SITE AND CONSTRUCT BUILDING. 7) INSTALL SANITARY SIDE SEWER. 8) INSTALL STORM DRAINS AND PERFORATED TIGHTLINE SYSTEM. 9) INSTALL FILTER FABRIC OVER ALL CATCH BASIN GRATES. 10) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY STANDARDS. 11) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, PLASTIC SHEETING, OR EQUIVALENT. 12) INSTALL WATER SERVICES AND UNDERGROUND UTILITIES. 13) COMPLETE FINAL GRADING AND PAVING OF DRIVEWAYS. 14) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 15) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN UNWORKED DAYS. 16) CLEAN OUT STORM DRAINAGE SYSTEM. FOR MORE THAN 30 17) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE ALL ESC FACILITIES (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED. GRADING AND EROSION CONTROL NOTES 1 WITHIN THE CITY OF TUKWILA, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT-LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DR...INAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. ALL AREAS OF ACTIVE EARTHWORK, WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS, MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZEC IMMEDIATELY. SANITARY SIDE SEWER CONSTRUCTION NOTES WATER SERVICE CONSTRUCTION NOTES EARTHWORK ESTIMATE CUT 30 CU. YDS PER LOT FILL 30 CU YDS PER LOT _SHEET INDEX SHEET 1 SHEET 2 SHEET 3 SPECIFICATIONS EROSION & SEDIMENTATION CONTROL PLAN GRADING & DRAi 4AGE PLAN - TAX ?All2 ,r4 v wt 13 cEKS : LoT ! : oog000-- s 40 r 2: o ogo00- -095'9 These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and emissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rem totally with the designer. Additions, deletions or revisions to these drawings aver this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By 1 THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 X 4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO CONSTRUCTION. 3. THE SANITARY SIDE SEWER SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. SS -1. THE CITY OF TUKWILA SHALL DO ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF TU<IMLA PRIOR TO CONSTRUCTION. 2. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES AND METERS SHALL BE PER CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. WS -18 AND SERVICES SHALL BE A MINIMUM 3/4 INCH. THE CITY OF TJKWILA WILL INSTALL THE METERS. 3. ALL VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. WS -13 OR WS -14. JUN 18 -113 PERM CV"' n fart n.i, Leff 424100 � ► .a 0.12Fralit Ictirvitamid29 4 t-Itifteafturli U, U �� Z Z o0 w C �cn Q W Q O C Z N W O I c Csi CO c0 0 0 0 Z PROJECT NUMBER 96018 SHEET 1 OF 3 . •"•• ■∎ •• • ••• ••• •• • •• • •• • •• • •• •• •• • •••••••••• •••••••••••• • • • • • . 40 .' . ' • •' .' .' • . • • • • . 1 ••••••••••• •••••••••• • 41 • ' ••' •• 40 •' ••' •• ' ••' ••' • ' •••••••••••••••••• • ••••••••• .••••••••••••❖•• •••••••• •••••••• •••••••••••••••• • •�•••••• • - Lam NOTES: FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR VARE RINGS TO ATTACH FABRIC TO WARE 2'x2" BY 14 GA. WARE FABRIC OR EQUIVALENT BURY BOTTOM OF FILTER MATERIAL IN 8 ")►12" TRENCH 6' MAX. w \ -2 "x4' WOOD POSTS, STANDARD OR BETTER OR EQUAL ALTERNATE: STEEL FENCE POSTS FILTER FABRIC MATERIAL 2 "x2" BY 14 GA. WIRE FABRIC OR EQUIV. PROVIDE 3/4' - 1.5 WASHED GRAVEL BACKFILL IN TRENCH & ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE. r MIN 2'x4' WOOD POST) ALT: STEEL FENCE POSTS A. THE FIL'''ER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPACED TOGETHER ONLY AT A SUPPORT POST, W'TH A MINIMUM 6 INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO NE GROUND (MINIMUM OF 30 INCHES). C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WADE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. D. MEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. NE WARE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR HARED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. F. %S HEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE EUMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WARED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE E APPLYING. • G. THE TRENCH SHALL BE BACKFILLED WITH 3/4 INCH MINIMUM DIAMETER WASHED GRAVEL H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABIUZED. 1. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL. AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. SILT FENCE DETAIL NOT TO SCALE e' MIN DEPTH BALLAST AGGREGATE PER SECTION 9- 03.9(1) STATE OF WA. (DOT) STD. SPECIFICATIONS TEMPORARY GRAVEL CONSTRUCTION ENTR ANCE NOTES: 1. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL THE GRAVEL SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRAINA ;E FACIUTIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. AGGREGATE: 4" TO 6" CRUSHED BALLAST ROCK. 3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 6" THICK. IT MUST EXTEND NE FULL WADTH OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE AT LEAST 50 FEET. 4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT WITH THE GRAVEL, THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBUC ROAD. W.SH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE. 5. MAINTAINENCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WIN 2" STONE, AS CONDITIONS DEMAND, AND REPAIR AND /OR CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STOPM DRAINS MUST BE REMOVED IMMEDIATELY. NO SCALE so • 20 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 5 'O' GRAPHIC SCALE 40 (INFUT) 1 Inch = 20 It DOAK SHORT PLAT L02 -024 TEMPORARY CONSTRUCTION ENTRANCE TEMPORARY CONSTRUCTION ENTRANCE SOUTH LINE OF N , NW i SEC. 22, T23N, R4E, WM EXISTING FIRE HYDRANT •0 NE 1/4 OF NW 1/4 OF SECTION 22, T23N, R4E, WM 0 • 0 • • • P CB7 1 1 1 1 1 EXISTING SANITARY SEWER 1. ' r • • \ •• : I, • • r • •• :•� • ,. • • • 1 .. •a' • N • 1 _ 30' r 0_ • • •�. • •. • k - EXISTING FIRE TRUCK TURN- AROUND . 1 J :I••• • ,••• • )' 1 • i :,XIST. 4" PVC EXISTING SSMH RIM= 266.72 IE(N): 255.62 (8 "IN) IE(W): 255.52 (8 "IN) IE(E): 255.42 (8 "OUT) 95.0' IA '• lo LOT ,07 1.07 1 CB9 TEMPORARY *I T 'FENCE PER DETAIL 1 ii 1 . UMIT OF CLEARING di N INSTALL TEMPORARY SILT FENCE PER DETAIL UMIT OF CLEARING C62 ... al • .•• .. • • I lE , STRIPE', ' . • �• • ( • • , • • • • , , • ♦ j , • • • • •• • • ' • • •• • 4 • • • 1• • • = = '_ ___ + ��� G • • ♦ • • • • , , ` • • I, • l ••• • • • `i• EXISTING WATER METERS EXISTING PAVED WALKWAY IE(24 "): 248.36 ---'' LEGAL DESCRIPTION LOT 1, CITY OF TUKWILA SHORT PLAT NUMBER 1.913 -00040 ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NUMBER 9703050537, RECORDS OF KING COUNTY, WASHINGTON. EROSION AND SEDIMENT CONTROL NOTES 1. The implementation of these ESC plans and the construction, maintenance, replocement, and upgrading of these ESC facilities is the responsibility of the applicant until all construction Is approved and the site stabilized. 2. The boundaries of the clearing limits shown on this plan shall be clearly flagged by a continuous length of survey tape (or fencing, if required) prior to construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicant for the duration of construction. 3. The ESC facilities shown on this plan must be constructed prior to or in conjunction with all clearing and grading so as to ensure that the transport of sediment to surface waters, drainage systems, and adjacent properties is minimized. 4. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgraded as needed for unexpected storm events and modified to account for changing site conditions (e.g., additional sump pumps, relocation of ditches and silt fences, etc.). 5. Any areas of exposed soils, including driveway embankments, that will not be disturbed for two days during the wet season or seven days during the dry season shall be immediately stabilized with the approved ESC methods (e.g., seeding, mulching, plastic covering, etc.). 6. Any area needing ESC measures not requiring immediate - attention shall be addressed within fifteen (15) days. • 7. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within forty-eight (48) hours following a storm event. 8. At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment-laden water into the downstream system. 9. Stabilized construction entrances and driveways shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as wash pads, may be required to ensure that all paved areas are kept clean for the duration of the project. 10. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of 2 to 3 inches, or 2 -3 bales per 1000 sq.ft. r- EXISTING ASPHALT 128.78 THICKENED EDGE •• ♦ •• NUM AM. % • • • IE(18 "): 252.56 MERIDIAN: RECORD OF SURVEY IN VOL. 28, PAGE 6 REC.# 8106239006 DATUM: KING COUNTY CONTROL SURVEY - NORTH j CORNER SECTION 22, T23N, R4E, W.M. ELEVATION: 286.28 BASIS OF BEARINGS: HELD NORTH LINE OF NORTHEAST CORNER OF SEC. 22, T22N, R4E W.M. LOT 1: SITE ADDRESS: 4058 SOUTH 148TH ST. TAX PARCEL NO. 004000- 0095-07 EXISTING FIRE HYDRANT oAti EXISTING SSMH RIM=255.57 IE(VV): 247.72 IE(E): 247.62 0S 25' , W� D' Z. N 44- *vivitirakto Nja goo. ;; il PROJECT NUMBER 96018 SHEET 2 OF 3 • J s ._d..1..,..• _ _.- ..•n ....•r- i Of r • 11i SMALL SITE DRAINAGE PLAN FILE NO D2003 -- _ S. 148Th ST. LOT 1 FILE NO D2003-'__ a 8 S. 148TH ST. LOT 2 th § cCC 54,ora d< r4 4 , W i .0 Ark f q 1Z 'e' 0 PROJECT I�NJIrIBER 96018 SHEET 3 OF 3 STORM DRAINAGE NOTES: 1. STORM WATER RUNOFF FROM THE ROOF AREAS OF EACH NEW STRUCTURE SHALL BE PIPED THROUGH A "PERrORATED TIGHTLINE CONNECTION" TO AN EXISTING CATCH BASIN. 2. STORM WATER RUNOFF FROM EACH DRIVEWAY SHALL BE DIRECTED TO SHEET FLOW FROM THE GRAVEL DISPERSION TRENCH SHOWN ON THIS PLAN. 3. THE FINAL GRADE ELEVATION SHOWN ON THIS PLAN MAY BE ADJUSTED AS NESESSARY TO REDUCE CUTS /FILLS AND /OR MAINTAIN 1% MIN /5% MAX SLOPES FOR DRIVEWAYS AND DRAINAGE TO CATCH BASINS. 4. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION. 5. SOIL LOG TEST HOLES WERE DUG ON THE LOTS. THE SOIL IS CLASSIFIED AS AN ALDERWOOD GRAVELLY SANDY LOAM WITH A TYPICAL STRATIFICATION ikS FOLLOWS: 0 -20" BROWN SANDY LOAM 20 "+ CEMENTED GLACIAL TILL SCS SOIL CLASSIFICATION: ALDERWOOD GRAVELLY LOAM 6. ALL PVC PIPE SHALL CONFORM TO ASTM D-3034-SDR35. CATCH BASIN CBI EXISTING TYPE 1 GRATE: 254.95 IE: 251.00 (18 "W) IE: 251.80 (12 "N) 1E: 248.55 (24 "S) CB2 EXISTING TYPE 1 GRATE: 252.42 IE: 251.07 CB3 EXISTING TYPE 1 GRATE: 262.48 IE: 259.13 CB4 EXISTING TYPE1 GRATE: 262.3 IE: 259.29 CB5 (EXIST. TYPE 1) RIM: 265.58 IE: 259.89 CB6 EXISTING TYPE 1 GRATE: 268.04 IE: 261.96 (12 "N) IE: 262.10 (12 "W) IE: 261.70 (12 "S) IE: 262.39 (3 -4 "E) CB7 GRATE: 271.11 CB8 GRATE: 266.65 IE: 263.81 CB9 EXISTING TYPE 1 RIM: 258.02 IE: 255.92 (12 "W) IE: 254.75 (18 "E) MERIDIAN: RECORD OF SURVEY IN VOL. 28, PAGE 6 REC.# 8106239006 DATUM: KING COUNTY CONTROL SURVEY NORTH CORNER SECTION 22, T23N, R4E, W.M. ELEVATION': 286.28 BASIS OF BEARINGS: HELD NORTH LINE OF NORTHEAST CORNER OF SEC. 22, T22N, R4E W.M. SO 0 +o 00 DATA These plans have been reviewed by the Public Works Deportment for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the darner. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a r submittal of revised drawings for subsequent approvaL Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: GRAPHIC SCALE ( IN S) 1 inch • 20 !t. 211'03 � Pk EXISTING GAS MAIN 30' EASEMENT FOR INGRESi, EGRESS AND UTLITIES REC# 9703650537 - EXISTING STORM DRAIN J EXIST. 8"x6" PVC TEE, 1E: 259.53 i EXIST. 6 "PVC SITE SEWER S =2.00% EXISTING POWER POL9 PROPOSED UNDERGROUND U11UTIES 10' EASEMENT FOR SEWER LINE REC. NO. 9111200616 I PROPOSED GAS UNE TO SERVICE LOT 1 & INSTALL 1 POLY WATER UNE (TYP) 200 PSI DRISCO PIPE TO EACH RESIDENCE SOUTH LINE OF N 1, NW i SEC. 22, T23N, R4E WA EXISTING FIRE HYDRANT 15' UTILITY EASEMENT REC# 9609260137 j )1S, A 1/ I/ e )fr EXISTING OVERHEAD UTILfIES . SS so .. ■...41■,.0111r • IMP 4 • •, EXISTING SSMH RIM: 269.06 IE(OUT): 260.71 • ti PROPOSED5 T C ,''R w op 71 TIGHTUNE CONNECTION TO CAT H BASI , #4 CB7 2 a i CN1 N EXISTING SSMH RIM = 266.72 IE(N): 255.62 (8 "IN) IE(W): 255.52 (8 "IN) IE(E): 255.42 (8 "OUT) EXISTING SANITARY SEWER • . === =-- -- DOAK SHORT PLAT L02 -024 i /1 , 4 1 301 - r tr - I MIMED • NE 1/4 OF NW 1/4 OF SECTION 22, T23N, R4E, WM • i k \ c, CB6 .1 .EXIST. : !t PVC 41111, MEP 95.0' N87 °47'30"W 128.78 LOT EXISTING FIRE TRUCK TURN-AROUND I EXIST. 6'�PVC SIDE .SEWER 5as2.007L 6" PVC CLEAN -OUT 6" PVC TESTING TEE 6" x 4" REDUCER 1E: 258.95 PROPOpED PERORATED TIGHTiINE CbNNEC110N N87 ° 47'30"W 33 33' INSTALL NEW WATER METER AND SERVICE CONNECTION PER CITY STANDARDS TO LOT 1 RESIDENCE EXISTING WATER METERS / ; ��. �/LOT 2/1 /. 0 i j I J CT_ _ 0 se) ` O Q � =9 CU (Gs CE C.).) DE Ng cE LoT\ i 2 (.0 K i 0 8 , s Lv �ss.ie � , Js �1 8113SQ 30" CESTNUT 0 128.78 LOT I' ;% 8758 S C t FT / 30" FAR (A/ /a 1 ,2 " IR ( A/ ti 28.78 14" DOIGWOOD. CB9 6 PVC CLEAN -OUT 6" PVC TESTING TEE 6" x 4" REDUCE IE: 258.9 M 0 G CO I i :2648.17' 48.17' . I �r4 CLEAN-OUT NEAR BUILDING WALL � EXISTING j BLOCK WALL I PROPOSED 10' UTILITY EASEMENT TO BENIFlT I LOT 1 AND LOT 2 L 4 PVC SIDE SEWER $3•2.00Xi WITH CB2 Q z 61 4" PVC SIDE SEWER S =2.00% WITH 4" CLEAN -OUT NEAR BUILDING WALL ARROWS DENOTE DRAINAGE DIRECTION ;1: ri �cdin. ��Ai 7 /ht 1 121 ' C67c% 13dS ti EXISTING PAVED WALKWAY 128.78 • VMITE STRIPE SS • :l\ \ . • . : '. • G N 14-i i 2" COMPACTED DEPTH CLASS " B" ASPHALT CONCRETE CITY APPROVED CROSS-SECTION A NMED DEC 1g� PRIVATE DRIVEWAY SCALE: 1 R --; EXISTING ASPHALT THICKENED EDGE 4" MIN. COMPACTED DEPTH ASPHALT TREATED BASE IE(24"): . 248.36 IE(18 ") : 252.56 ---' V (TYP) EXISTING G GROUND FACE W • PE Nov A .wi•_2 SUBGRADE COMPACTED TO 957 -- MAX. DENSITY (SEE SPECIFICATIONS ON SHEET 1) p. • 2 03 5 70 PO w /4-7 rs K " S"PP r' S EXISTING FIRE HYDRANT OAti SANITARY SEWER NOTE: 1. SANITARY SEWER CLEAN -OUTS SHALL BE EXTENDED TO FINAL GRADE PER TUKWILA INFRASTRUCTURE STD. DWG. SS-2. X N I i N 6 3 ey EXISTING SSMH RIM= 255.57 IE(W): 247.72 IE(E): 247.62 R 20' MAX. •• . • • • se • • • 0 i • Ilb • • •0 e - e •g o• 0 0 • 0 • rod 25' W Z N d V I FINAL 0 • • • • FILTER FAB' •I OVER GRAVE 40 0 •, E • w e •o ° 0 4 (1 se o • P UNDISTURBED SOIL • NOT TO SCALE 24" MIN, 0 pales. t 9 " cloc / GRASSR A. 41 k 0 0 O• -- DRIVEWAY DISPERSION jTflOW TRE3/4-1 1 /2 WASHED ROCK DRAINq o R �. 18" MIN. 00 0 g 0 1.E BED TUBING POORLY GRADED WA GRAVEL (3/4 F)Lc COPY that the Plan Check approvals are subject to errors and omissions and approval at plans doss not authorize Pe violation of any ado cods or ordinance. Recaipl of con- tractor's copy al approved plans acknowledged. By Date Permit No. E IP • a PERFORATED PVC EXISTING PVT. ROAD AREA: EXISTING DRIVEWAY AREA: EXISTING BUILDING AREA: EXISTING TOTAL IMPERVIOUS AREA: CASE (VISITED MAY, 2002) REC# 9703650537 (0.20 WEST & 0.04 SOUTH OF 1/16 CORNET) NET FOR POSITION. I UN WTI EAST CORNER SECTION (CALCULATED POSITION) ROS V.28, P6 C 24" MINIM TRENCH ORATED TIGHTLINE CONNECTION 5 • TH 0 DING DIV C‘ikri4)C' : y /LA IMPERVIOUS AREAS LOT 1 LOT 2 TAX PARCEL NUMBER: 004000096et 00 4 0 °° osss TOTAL PARCEL AREA: 8758 SF 8113 SF 911 SF 756 SF 781 SF 338 SF 946 SF 664 SF 2638 SF 1658 SF PROPOSED BUILDING ROOF AREA: 1908 SF 1908 SF PROPOSED DRIVEWAY/WALK AREA: 630 SF 530 SF PROPOSED TOTAL IMPERVIOUS AREA: 3349 SF 3194 SF FOUND PUNC I BRA : DISK OF �-- IN CONCRETE MONUMENT IN DEC ! 2103 PERMIT CENTER 7N • • Z r4litc°11'411 8 2003 22, T23N, R4E 4 ^►7E ;. 3-A9g I • N rP • • , ..,,i,. .4•t.. ,+.,, . :,•. -. - t,.!s..,.. .�... # - --- V •••. .1• ••••10!•ii #►. Ji4A4w Joutit•: :. . .✓:z iM+ •�...a..+..a� .k.r. . w +1. .r.. . 4 SI I EARWAL I. ----- EDGE NAILING FOR CONN. OF SHEATHING TO HOLDOWN STUD (TYP. ) 2x STUD w/ 10d 0 3 o.c. FULL LENGTH (STAGGERED) FLOOR V TOP OF CONC. WALL V TOP OF FOOTING V • MAIN FLOOR SHEARWALL PER PLAN MAIN FLOOR SHEARWALL EDGE NAILING FLOOR JOIST PER PLAN #4 0 10" o.c. 2 -N4 CONT. 1 " =1 ` -Ow SHEARWALL PER PLAN (SH`T`G NOT SHOWN FOR Cl AR ) FRAMING ANCHOR: A35F 0 18" o.c. (2) 2x OR 4x HOEDOWN STUD STRAP TYPE HOLDOWPI rrR PLAN HOEDOWN DETAIL NiN/ d.446 144114410 MINAINV ANWAR IN 1' 4" N ANCHOR BOLT PER PLAN -F CONC. WALL #4 0 18" o.c. VERICAL M MAIN FLOOR SHEARFLOW NAILING PER PLAN FULL DEPTH BLOCKING BETWEEN JOIST 2x6 P.T. SILL PLATE INTERIOR SHEARWALL DETAIL S SYM . AA' 1 TTY RIM JOIST P.T. SILL PLATE w/ ANCHOR BOLTS PER FOUNDATION PLAN 14 MIN. RUNE. ( PER HOLDOWN MANUFACTURER'S REQUIREMENTS) FOUNDATION WALL 14 BENT AND EMBEDDED IN FOOTING CONCRETE FOOTING R CO ► i...«.. .:.. i ' k w ' . . I • •.•i.i. . r . . ,...►'......5... '4 • a ..- ww.... _.:.a ►' r.. .o. ...... -444 -- - - SHEARWALL EDGE - NAILING FOR CONN. OF SHEATHING Ti) HOLDOWN STUD (TYPIrAL) 2 x STUD w / - ---- - ---♦- 10d 0 3" 0.c. FULL LENGTH (ST /.GGEPFn) TOP OF CONIC. WWLl. V TOP OF FOOTING V SILL PLATE DBL. STUD -\\ (2) 2x BOTTOM PLATES I HOEDOWN DETAIL 16.5" 4-----ii 3" TYP. 4 a a a r 1: 1 4 + + 4 SHEARWALL r4 PLAN H'T ^ NOT SHOW: FOR CLARITY a It MIN. a 4 4 4 . . . 4 4 4 4 4 (2) 2x OR 4x HOLDOWN STUD STRAP TYPE HOLDOWN PER PLAN A 4 A 4 CONTINUOUS HEADER (PER PLAN) C SYM. AB'1 P.T. SILL PLATE w/ ANCHOR BOLTS PER FOUNDATION PLAN FOUNDATION WALL 14 MIN. REINF. ( PER HOLDOWN MANUFACTURER'S REQUIREMENTS) 14 BENT AND EMBEDDED IN FOOTING CONCRETE FOOTING M FASTEN SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3 GRID PATTERN AS SHOWN STRAP TIE: SIMPSON S72215 W/ 20-10d NAILS (INSTALL ON SIDE OPPOSITE SHEATHING) 7/16" SPAN RATED SHEATHING 24/0 MIN. w/2 ROWS OF 8d 0 3 "o.c. AT PANEL EDGES (1 ROW OF NAILS INTO EACH STUD AND SILL PLATE). IF PANEL IS NOT CONTINUOUS, BLOCK PANEL EDGE w/A SINGLE 4x6 AND ATTACH EACH PANEL EDGE TO BLOCK w/2 ROWS OF 8d 0 3 o.c. HOEDOWN PER PLAN 0 . C • 4 ROW INTO EACH PLATE 1/2* dia. x 12" LONG ANCHOR BOLT (2) AS SHOWN w/ 2x2x3/16 THICK PLATE WASHERS CONCRETE FOUNDATION WALL w/ CONTINUOUS FOOTI G PROVIDE 1 - 14 18" DOWEL 6" FROM FOOTING INTO WALL AT EACH HOEDOWN LATERAL RESTRAINT PANEL _••• ri i► — — USE SHEARWALL EDGE. NAILING - ----0- f OR CONNECTION OF SH`T`G TO POST (TYP.) I' BLOCK SOLID UNDER HOEDOWN STUDS FLOOR V TOP OF CONC. WALL 0 TOP OF FOOTING V ROTATE THIS DOWEL 90' AT CORNER APPLICATION 04 at 12" O.C. 5 14 RIM JOIST SHEARWALL EDGE NAILING ANCHOR BOLT PER PLAN 04 0 10" o.c. SYN. A8'T' SHEARIALL PER PLAN (SHEATHING NOT SHOWN FOR CI ARRY GRADE 1" 1' O S-0" 4x6 DFLI1 POST BRACKET TYPE HOEDOWN PER PLAN SHEARWALL PER PLAN SHEAR FLOW NNUNG PER SHEARWALL SCHEDULE SH."ARWALL EDGE NAILING NOTE: • FLOOR JOIST PERPENDICULAR TO WALL TO BEAR ON MUDSILL w/ SOLID BLOCKING BETWEEN JOIST. ATTACH BLOCK AS INDICATED BELOW FRAMING ANCHOR: FOR SW5, USE A35F 0 16" o.c. FOR SW6. USE A35F 0 12" o.c. FOR SW7, USE A35F 0 9" o.c. 3x6 SILL PLATE #4 0 18" o.c. VERICAL • • FRAMING DETAIL r SLEEVE NUT • OR TURN BUCKLE 1 Dia. THREADED ROD W BOLT EMBEDED 8" INTO FOOTING • P.T. SILL PLATE w/ ANCHOR BOLTS PER FOUNDATION PLAN 14 MIN. REINF. (PER HOLDOWN MANUFACTURER'S REQUIREMENTS) FOUNDATION WALL 14 eEM AND EMBEDDED IN FOOTING CONCRETE FOOTING CP of WOO NUS 13 2.t103 As 010 e VI I RECEIVED cm' oF*vuwiu JUN 1 8 2003 PERMIT CENTER I CO r • • '« TSE ENGINEERING 12810 N.E. 178 ST. • Suite 101 Woodinville, WA 98072 -8702 425) 481 -6601 • FAX: 481 -6371 EXPIRES (18/20/04 project title: 1 f PLAN I /11O4O2 TSE #3951 sheet title: STRUCTURAL NOTES AND DETAILS revisions: designer: drawn: checked: sheet #: • T -3 KR KR TLP date: 12/26/02 scale: AS NOTED file: 3951-3 ri4r; 1- 1'' ( K7 = .ee :IrrY•� r I w 1.)4.61-1(.2 • s•�,, -•T 1<I 1 - .)r, .- • 4 W t. rti r Hrr t<I LL- t a, Agr! Cam' A)c -1( i � /711 74 V•v • 13 /1t Kr• 106 (01 re'1' ru J ra -c" I (1) I !Irr•trir Tag" 1 � f.3' • e, 1 KIvrl -' ••?t, {1.1 I r5 O { osr .feid kJ) 41./ItterlEl., E ?: . yir�-r' ' . 51- ir[\ Ig yr c rrr) « 1u r'l • -- • te � �'; S'r'i., • .5-......._ ..s_ :- .aAI r /vir. l 4' rre "3 L"wio , c 1 5 tNicKx 0'1.046 'CoNtReTE fov'n)JG w� 541Y L.W. 4'w # 'oic. s4A). ( C.EP4rrEIt root /n)G UrlDe2 S►IEe}qpµ! FoIt)AJicii PLM W x • lAlli rtt)01 PLAN . LEGEND HOEDOWN PER SCHEDULE ANCHOR BOLT PEP SCHEDULE FLOOR TIE PER SCHEDULE SHEARWALL PER SCHEDULE STRUCTURAL DETAIL PER SHEET TSE -1 2 i lk 3 RECEIVED CITY O JUN 1 8 2003 PERMIT CENTER 4 f EXPIRES 118120/04 • project title: ENGINEERING 12810 N.E. 178 ST. • Suite 101 Woodinville, WA 98072 -8702 425) 481 -6601 • FAX: 481-6371 PLAN #110402 TSE #3951 sheet title: LATERAL DESIGN revisions: TSE sheet #: TSE -4/ X03 -- rzz • • a Air i J N I S 1 .111 I r -,e, all M- 2 ' 1 ofkr2e,A a. • t . • 41 01111.41.•.111.11)1 (rit) A s Wi M ar* — • BED # �! II . \ / I %-, � \ VA ° IA 7 rt i F I, • I3EDROOM - • • 4'1 71"-K h:' c) lc) Ird "st MI IN ca tub • WI Of 100 trf pU Ni 3 ISO UJEn LUtJi UAN • RECEIVED crtv JUN 1 8 1003 PERMIT CENTER txr TSE ENGINEERING 12810 N.E. 178 • Suite 101 Woodinville, WA 98072-8702 425) 481 -6601 • FAX: 481 -6371 dir r! �iv ,F Aihs,.:4, $ ( P', 11 ) CA i fa) o VI 'v ■FI 10969 `sl ONA1. �'� EXPIRES IIN /211/II4 project title: PLAN #110402 TSE #3951 sheet title: LATERAL DESIGN revisions: sheet #: .T5E --5 i J N I S 1 .111 I r -,e, all M- 2 ' 1 ofkr2e,A a. • t . • 41 01111.41.•.111.11)1 (rit) A s Wi M ar* — • BED # �! II . \ / I %-, � \ VA ° IA 7 rt i F I, • I3EDROOM - • • 4'1 71"-K h:' c) lc) Ird "st MI IN ca tub • WI Of 100 trf pU Ni 3 ISO UJEn LUtJi UAN • RECEIVED crtv JUN 1 8 1003 PERMIT CENTER txr TSE ENGINEERING 12810 N.E. 178 • Suite 101 Woodinville, WA 98072-8702 425) 481 -6601 • FAX: 481 -6371 dir 7 (r)... I' a 1 1-. t E • ••• 3 ',ix 12 6.041-4A4 ( PR nETq Il- N /TSE 3 14 • • 6%e ft .. •• dd•ddrdiddlmind de it • 7j1 . w I I. 9 • ,/ 1f Ic' .. -gin • 47'74 L't4)4 (? S NE4 r7l i/,l6 (;) IF I. IA L.. 44\ ,r41; i.: • • Tb . upPER. w4Li.. Pe2 1.6 OaEot. 0E74 e;g /rsE -1 " (To) a • TSE ENGINEERING 12810 N.E. 178 ST. • Suite 101 Woodinville, WA 98072 -8702 425) 481 -6601 • FAX: 481 -•6311 • project title: PLAN X110402 TSE X3951 sheet title: LATERAL DESIGN revisions: • CITY OF T�UKNIILA JUN 1 8 1003 rERMrr CENTER sheet #: TSE -6 T)06 y; g CRANE DESIGN Inc. Rfeserve6 All LegAI Ric :p1 10 MAterlAl On 1h16 Sheeat - Subject To CrimInA1 Proomcution MIN. 1/1h' A rA RATFr, el -4p A T - 1 Nri ----- 1d • 12' 1 �✓` e or. t1 A x 8d • 6' O EACH (3 ROWS) HANDRAILS FIRE LOCKING CLG. LINE 4.1ANDRAIL• OR RAILING NOTE: OPENINGS RET LEEN BE LESS THAN 4'. �� N FORM GUARDRAIL • T-IAN 6'. STAIR SECTION KICK PLATE 7 - FLOOR JOIST ---RIM JOI S 1 - • - • 3/4' T 1(i rt.i . 61 IT OR OS R 3P BAT T INS 1 JOIST f EP Pt. AHJ 1/2' DIA. x 10' W/ 3/16' X 2' X 2. wASI -+E R • 47' MAX. 0.C.4 E3OL T SHALL BE NOT LESS THAN 1 BOLT DIAMETERS (3-1/1') - I�' F 1 0M ( TNE E R 4 NOT MO ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, MN 1' EMBEDMENT 2)(6' P.t. MUD SILL j--- I - 11 4 CONT. REBAR FOR E A. 14' OF S t EMWALL. MIL. vIBQUEEN VAPOR BARRIER(BLACK) 12' CLEAR BEAM 10 EARTH I CLEAR BOTTOM or JOIST TO EARN N 2 - 4 '4 CONT. RFF3AR • IL ING3 SHALL. TRIANGULAR ELEMENT OF RISER, STAIR SHALL BE LESS C w 5/8' 1 Y PE 'x' G.u1.E3. OR (2) LAYERS 5/8' TYPE -- 'X' G.1.1115. IF STRINGER 5rAcING Ig MORE THAN Iv' cc. (TAPE 4 FINISH ) MAIN FLOOR LINE 2 )'h STUDS ot OC Ihd0F3' Icd A 4' CC. — (3 RO U .C. MAX. 3 � WHERE BRICK -- vFN. • PROvIDE 5' LIP 6' UNDER JOIST GRADE - - --- L FLOOR LINE TF.TWO STORY FOUNDATION I. HANDRAILS SHOULD NOT PROJECT MORE THAN 3 1/2' INTO THE REQUIRED STAIR WIDTH 4 SHOULD HAvE A SPACE OF NOT LESS THAN 11/2' BETWEEN THE WALL 4 THE HANDRAIL. 2. THE HANDGRIP PORTION OF HANDRAILS SHOULD NOT BE LESS THAN I 1 /4' OR MORE THAN 2' IN CROSS SECTIONAL DIMENSION. 3. HANDRAILS SHOULD HAvE TI-IIER ENDS RETURNED OR SHOULD TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. I. PROVIDE FIRE BLOCKING IN CONCEALED SPACES BETWEEN 5 FAIR S1 RINGERS ,AT THE TOP $ BOTTOM OF THE RUN 4 BETWEEN STUDS ALONG 4 IN LINE UJITI~I THE RUN OF THE STAIRS IF THE WALL UNDER TI-IF STAIRS 15 UNFINISHED DBL. JOIST LEDGER *CONTRACTOR NOTE: 411 Dimensions SI Be Checked And verified Prior To Construction. - --- RIM JOIST ---�- 4' 1 16 rLY. BHT. OR O.S.E3 ---- IR - INS. r OOt? JOIST PER PLAN 5/8' D IA. x 10' AB W/ 3/ ' WASHER • 4 -0' MAX. 4 BOLT -- ESE NOT LESS THAN 1 BOLT (4-3/8') FROM CORNER 4 NOT 12' FROM THE ENDS OF EACH FOUNDATION SILL PLATE, MN 1' EMBEDMENT 2x6' P.T. MUDSILL —(1) - •4 CONT. RE5AR FOR EA, 10' OF STEM WALL J6 MIL. vISQUEEN vAPOR BARRIER ! F3L ACK ) - ATTIC INSULATION R -3e (TNERMAX NSUL. W/ EQUIv. R -VALUE TO BE USED IN ATTICS WHERE CLEARANCE NOT AVAIL. FOR BAT T.) 1/2' GLL (TYP.) - FLOOR JOIST PER PLAN MN. 13/32' T46 114 - DERLAT1ENT, UN.O. -- GLUE 4 NAILING (I0p • 6' O.C. EDGES t BLOCKING, 10' O.C. FIELD - TYP.) I.D. 32/I6 R - BATT INS. W/ v.8. TYP. W4LL SECTION SHALL IAME TE RS MORE T NAN INDIvIDUAL O.N. PER PLAN TYP. GA4GE FOUNDATION NOTES: ATTIC VENTILATION I/154.3 OR I/300 OF Sr - SEE PLANS FOR ROOFING C -ONST. SEE I 4 ELEVATION LUG MIN. 1/16' SNEATI -KING UNO WI S' -0' F'otNEL LENGTH PLACED PER'. TO IREC i rJN OF FRAI"IINCi AND ALTERN4 I'Z PANEL EN," JOINTS BY =1ALF PANEL LENGTH NAIL . did • e•oz T ='ERI; •! " TER 4 ALL SUPPOR • .. PANEL EDGE': i?'o.c. • FIELD TYP. _ 'AL (NO ' f ELT AE3OVE - i YF; `.L (*10. 1'oi,1•1 R f3AFFEL 1' eFAGE lo i: 1 ENO 1' Itt4. ' Azov! AI ION f HURRICANE •t Et w T..0• C"R 3-II • 7' •c.,'o.c. 1 YP. UNC 2x 13IRC E3LOCICS W/ :APB: BEEN TOE iih;:. (2) I6d E.A. END 10 T%'' SS OR RAFTER *1 I PROVIDE CONT. ROW Cr ROOF St- IEATNING NAILING • 6'o.c. MAX. -- Ix8 R.S. CEDAR FASCIA Wk CONT. MTL. GUTTER DBL. TOP PLATE IaEADER - PER PLAN 2x BOTTOM PLATE 2x RIM JOIST P.T 2x SILL PLATE SEE 1 /S1 FOR TYPICAL FOUNDATION NOTES To Reorder Pions I(811Xo -36 15 2x.. J'TUDS • lb' O.C. 2x4' P.1. MUDSILL W/ I/1' DIA. >: 10' u1/ 3/16' x 2' X 2' WASHER • 6 o.c. 4 BOLT 51-1ALL BE 110T LESS THAN 1 ;. PIAME1LrkS (3 -1/2') FRC1n CORNER 4 +'t0 MORE THAN 12' FROM THE END OF 3 EACH INDIVIDUAL FOUNDATION SILL PLATE, 4 MIN. 1' EMBEDMENT 14 - OF•4W AONILL . FOR EA. ' 4' CONC. SLAB OvER 4' GRAVEL FINISH z FILL W/ 6x6 W2.I x W2.I W.W11. IN SLAB. DOOR FRONTS WITH NOT LESS THAN (2) 5/8 x 10' AB. PLATES • SPEAR WALL OvER 2' WIDE t :. INTERIOR WALL: '.3 ESE .. CONSTRUCTION ~' • F'l UMBING 1 �, " '' .4►R/A !ON WINDOW - PER PLAN EXT. WARM WALLS - 2x6 STUDS • I6'o.c. OVER R -2I t3ATT INSUL. W/ VAPOR BARRIER W/ MIN. 1/16' APA RATED SNEATNING (SEE PLAN FOR NAILNG 4 SIDING) INSTALL !BUILDING PAPER OR FELT BET1UEEN SIDING 4 WALL SWEATNINCs TYPICAL. ALL EXTERIOR WALLS. 1. AL I. EX1 ERIOR WALL Ei 100 i"E 0HH31 RL.::: c L' IN ,',CCORDANCE Wi THE " ' IN. PROv13ION3 PER 2320 Ut3C "1 TNF .aNS 1 AS SPECIrIEr FURT NER ON S4 -'F1.= T 53. • TYP. BASEMENT SLAB 2x6' P 1'.'NUDeILL W/ 5 /8` • 4'- m' or. LU/ 3x16'>c WASHER) 4 BOLT SHALL BE NOT / LESS T!-IAN 1_ T DIAMETERS 1(4-3/8') R AND NOT / MORE THAN IV . FROM THE / ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE MIN. �' EMBEDMENT TYP. BASEMENT SLAB 22222122 2>:c7' •/Fs' L� I A►. ANCHOR BOLTS ( 3/16' )(: ?' X WASHER) 4 BOLT $HALL 13E NOT LEGS TkAN 1 BOLT / DIAMETER* (4.3/8') FROM j CORNER ANC) NOT MORE TNl`-N 12 FROM THE ENDS OF EAC INDIVIDUAL FOUNDATION SIL,. PLATE, MIN. - 1' EMBEDMENT • 4' CONC. SLAB OVER 4' CCt 1PAC TE D FILL W/ I b x6 - tW!l.I x .I W111'1. IN SLAB. .. r•• 4' CONC. SLAB OVER -- 4' GRAVEL FILL WI 6x6 -- (V2.1 x (1)2.1 MUM. IN SLAB • \._R t4 RIGID INS. • PERIMETER 0 4 VERT. • 16 W/ ALT. NOOKS 2 •4 CONT. REBAR (2) - •4 REBAR CONTINUOUS R - 21 BATT INSULATION OR INSUL. PER 6UE3MIT TAL ,.-- SUPPORT BEAM PER PLAN USE ST22 I- IORIZ. • BM. TO BM. SPICE. 2x6' CLEAT (EA. SIDE) OR SIMPSON MTL TIE (PC TYPE) .._._. _ ..._•.__._.4 SL:P -ORT o3 r r rREa.L: A1 D : ►t c TRE E OR ELEvAIED tI NN. 8' ABv. EARTH ri pJ:l 4 F'EAt1 DETAIL 2' RIGIr INSULATION (R-10) 24' MN. (EXTRUDED POLYSTYRENE) '4 REBAR - NORIZ. • 10' O.C. •4 REBAR • 16'o.c. SHEET PLAN NUMBER: • MOYtA' . Mite" .J....R�..'.Illrii. -.. •�.....�e r �a L .+._'= .s. - t - '.. - - - -- - y - - - - _ �' b3e-p. !leg • , • CRANE DESIGN, Inc. Reserves All l.ecya . apt • _ . • Ago (MAY vART - SEE PLANS) (18' TO 4' - Q5' I-1 ICsN W/ PONY WALL) CONTINUOUS HEADER OR ST6236 • JOINT (NOR AS PER PLAN) COLUMN CAP • MULLION HEADER CONNECTION SEE PLAN FOR SIZE (2) 2x6 ST6236 TIE STRAPS CENTER ON JOINTS NAIL FULLY 2x6 STUDS • 16' O.C. - A35 CLIPS • BASE TYPICAL MIN. x /16' APA FATED SHEATHING RAILED 8d • 4'oc. (EDGES) 18' o.c.(FIELD) ALL EDGES BLOCKED U.N.O. 2116 SOLE PLATE NAILED I6d • 4' o.c STAGGERED RIM OR F•OI.IND A T ION DETAIL 'A' Rights lo Material On 1 FhIe Sheet - Subject To Criminal rroeecut Ion MIN. 1/I6' APA RATED SNP. AT 14IN5 UN O. W/ T `r VEK, 30• FELT OR SIM APPROVED VAPOR Iz3ARRIER OvFF? 0 2x6 STUD WALL $OL E PLATE NAILED W/ Ihd • 8' O.C. - STAGGERED, PROvIDE BE OC'4r INS; • RIM JOIST' RIM 4 FLOOR JOISTS AS PER FLAN FL) . SPLICE SHOULD BREAK ON COMMON MEMBER --- --• -Pd o 4' O.C. • SOLE PLATE, RIM JOIST 4 10P PLATE DBL TOP PLATES 2x6 STUD WALL -•-- BATT INSULATION (Tyr.) • 5/8' x 10 A13. • 36' O.C. W/ 3/I6' x 2' x 2' WASHER 7 7 .- (BOLT SHALL BE NOT LESS THAN 1 BOLT DIAMETERS (4-3/8') FROM CORNER, AND NOT MORE THAN 12' FROM THE= ENDS OF EACH INDIvIDUAL FCL 1DATION SILL PLATE -- ?x6 P.T. D.F. MUDSILL 8d• 8' O.C. GRADE •4 REE3AR CONT. 1- kORIZ. • I0'o.c. �-'' •4 VERT. • 16'o.c 2)(6 FIRM, WALL OR 2 X 4' STUDS W/ 2' AIR GAP BETWEEN STUDS a CONC. R -21 INSUL. «4' CONC. SLAB W/ 6x6 - W? I x W2.1 UJW1"1. ON 4' GRAVEL FILL T NERMAL BREAK R - I0 RIGID INSULATION 2 - ''4 DIA. CONT. 3' UP - 3' IN FQUN4T ION / E TA IN ING WALL NOT : SOIL BACKFILL ON EXTERIOR 51 -MALL NOT EXCEED A WEIGHT GREATER THAN 30' ABv. TOP OF SLAB AT INTERIOR • FLOOR ELEv. UNLESS ENGINEERED WALL DETAILS PROVIDED. CONTRACTOR NOTE: 411 Dimensions Sha 1I tae Checked And Verified Prior To Construction. CRIPPLES NAILED (SNUG UP TO POST WI 16d • 4' o.c. GARAGE DOCR DRIVEWAY PER CONTRACTOR. CONT INUOUS FOOTING DRAIN - ---� " CRADEE4M AT G44GE 5/e' DI,'. x 10' BOLT • 36' OTC. U!/ 2x4 P.T. MUDSILL • • • 5 /B' DIA, x 10' —\ A.B. • 48' O.C. • 3 STORY (WHERE PLYWOOD USE 5/8' DIA. x 10' BOLT • 32' O.C. W/ 2x4 P.T. MUDSILL) 1 -e- 12 ° TOP OF STEM WALL BE=Y OND 4' CONC. SLAB ON .4' COMPAC I ED FILL THICKENED EDGE CONTINUOUS FOOT ING PER PLAN - '•4 DIA. CONT. 3' UP NON-EAING SHEAR WALL LTG. -2x6 S i • I6' O.C. • 3 (t CR'i, 2x4 •I 42 STORY 4° CONC. SLAB OVER 4' GRAVEL FILL W/ 6X6- W2.1 K U12.I WWII. IN SLAB r 6 MIL. VISQUE EN W/ I' SAND OVER • LIvING AREAS 2- •4 DIA 3' UP 2OR3'DOWN NTERloR WALL ON SLAB o Reorder Plans 1(811)642-3615 9 TOP PLATES r ir'ER PLAN i li?' ♦ BOLT THRU LEDGER AND INTO HEADER • 3' IN FROI'1 EACH END SUF'POR T WALL I - -_! ._. VENEER BEYOND t OPENING 2x6' STUDS NOT TCO EXCEED 34' O.C. -• --- 2x4' STUDS NOT TO EXCEED 16' O.C. WALL TIES SHALL eE CORROSION FIEStSTANi, AND IF MADE OF SHEET METAL. SHALL NAVE A Mitt. THICIWcSt• OF 0.0030 IN. (NO. 2. ALVANIZED S EEt GAGE) BY 3/4' . OR IF OF WIRE, SHALL ;.LAVE A MN. DIA.. OF 0.I4$ IN. (NO. S But. GAGE). WALL TIE' 91 -TALL BE SPACED SO AS TO SUP R r NOT MORE TI-IAN 2 SC ''T. OF WALL ARL:A BUT SHALL NOT :. . MORE THAN 24' ot4 C LATER I-SORIZ. WALL TIES 5144.!.'... 1-1.4%.1.: A LIP OR HOOK ON THE EXTENDED LEG THAT WILL. E OR ENCLOSE A HORIZONTAL JOINT REINFORCEMENT WIRE HAvNG A DIA OF a i48 IN. (NO. 9 BiU. G•QCCE) OR EQUIV. TN,' JOINT REINFORCEMENT SHALL SE WITH BUTT SPI..... ES BETWEEN TIE& PERT 11 TTIED. APPRc2v IL D PAPER SHALL Ek..- \PPLIED O'vER THE SHEATI►-IING. AIR 'ACE OF AT LEAST ' S1 L BE MAINTAINED BETWEEN THEE .CKING MO THE VENEER SPOT BEDDING AT ALL TIES SHALT. SE OF CEMENT MORTAR. f i i f C OR t: t - t3E C -- PL. AN:") r o , OR o tt!1;•.,; CtJ O' -'ENING . M ` VIR• TIED UJ '2 1;ES • D'o.c.. Wi ALT ERNA i -OOKS GF .; JTED CORE CRAWL SPACE OR BASEMENT WOOD JOIST SYSTEM SECTiON BRICK VENEER STEEL LEDER - L6' /I6' EXTEND 6' BET' OND OPENING TO !SEAR ON VENEER 4 Im' CONC. MEM WALL, FOR 6'-0' OR LESS SPANS CAN Use: L 5'x 3 I/?' x 1/4' 3' M.N. HEADE pPENING ENTR7" - 4' x 8' x 2' BRICK . -- -"3 GA. WIRE TIES IN ea) JOINTS ACCROSS • CORE • MAX. SPACING OF 1 PER 1U' OF DIMENSION IN EACH DIRECTION I I2'o.c. VERTICAL. I to 17" TO 19" Tl'P. BRISK COLUMN AT ENTRY 1 ,y8' METAL .�r, 1<) ` - -SEAL WITS TRIM OR CAULK -- STEEL . REST ON SLICK I I MORTAR JOINT .••- BRICK ` ENEEP - ELEvATION VIEW 3/8 OIA ttEEP NOLL., '' (1219) O.C. Try-- - .....�.7Mr, .s.w h1AbON . • • s 1' 2 ' o A... VERT IC,4 -. • of AUG 13 2UO3 Mj 01 t.1) 18 `i PERMIT CENTER CoPTRiGNr © 2002 CRANE DESIGN, Inc. RECEIVED CITY oFruKwIu JUN 1 8 2003 Clb-P CRANE DESIGN, Inc • • , s ...: • • • • • • ""• we • ' f .. ac••••..sp v ,, owl... • •• .•."r.,.. • P1 ► VI! All Lec r I fright's, (Ni 1Eh!a SI►4■10. GENERAL NOTES: ..• '.....M1" ,w..1 "4"- "+w• '11wIlPite'Afr #01.111M I. CRAWL E,F'ACE vENtILAt ION, MINIMUM NET AREA, 1 SQ. ET, FOR EACH 150 So F*T, OF FLOOR AREA. OFL~HINC1S TO BE f ^L A( =FI) AS CLOSE TO CORNERS AS rRACTICAL (MIN e' AWAY FROM ANY 4OL.D rO11Ji) ANrl S1-44I.1. A''F?r)/It F CF?() ' vpriTILATIcst1 ON AT LEAST TI.IJo (:`PPOSITF SIDES 2. CRAWL SrAcP, UNOBS1 RI ICI ECG ACCESS, Mitt I8'x24' - Subj'(t To Cr Wi I F►'0e14,: ut ion 3. ,A11IC vENTILATIOIJ, 1/152' or ATTIC AREA OR 1/300 IF 1/2 LS IN SOFF'!1 AND 1/2 13 3' ABOvE PLATE LINE 4 . A1 1 Ic ACCESS MIN 22'x3P_.o WI 1 I MIN. 30' HEADROOM, UNOBS 1 RUC1 E'), READILY ACCESSIBLE OPENING 5. IN ROot - 15 NOT PROVIDED WITH AN OPERABLE WINDOW OF 1.5 SOFT. OR GREATER, A MECHANICAL V t ILAl ION 5/ STEM, CAPABLE or PROVIDING 5 AIR CHANGES PER HOUR, SHALL BE PROVIDED. �. VENT DR/ ER BAT! - 1 FANS, AND RANGES/OVENS TO THE OUTSIDE. 1. GARAGE AND NOUSE OCCUPANCY SEPARATION MIN. 1 HR. TAPED AND FINISHED. CiARAGE AND BASEMENT SUPPORTS TO BE I I-1R. ( /8' t'rF ='E 'x' OR EQUAL) S. TILE FOR SHOWER SHALL BF_ 6' ABOVE FINISH FLOOR WITH WATER RESISTANT BACKINGS. s. ALL WATER CLOSETS TO t - 1A'vE 30' MIN CLEARANCE SIDE TO SIDE. 24' MIN. CLEARANCE • FRONT. Im EGRESS IN EVERY SLEEPING ROOM SHALL NAvE 4 MINIMUM NET CLEAR OPENING OF 5.1 SQ. FT. THE MIN. NET CLEAR OPENING I- !EIGHT DIMENSION SHALL BE 24' MN., NET CLEAR OPENING WIDTH DIMENSION Ol; 20'. /301 - Tom OF OPENING SHALL NOT BE MORE rtWAN 44' ABQvE FLooR. II. FIREPLACE CODE COMPLIANCE PER UBC, CHAPTER 3I -B, AND LOCAL BUILDING DEPT. ALSO REBAR AS F'EIR SEC. 3102. 12. HEARTH EXTENSIONS - HEARTH SHALL EXTEND ,AT LEAST 16' FROM THE FRONT OF, AND AT LEAST 8' F3ETOND, EACH SIDE of THE FIRE PLACE OPENING. WHERE THE IIREPLACE OPENING IS 6 SQ. FT. oR LARGER, 1I-1E -1E,4R4-1 EXTENSION SHALL EXTEND AT LEAST 20° IN FRONT OF, AND AT LEAST 12' BEI - oND, EACH SIDE OF THE FIREPLACE OPENING. CONc. oR MASONRY MUST NOT BE SUF'r•ORTED ON WOOD FRAMING. 13. APPLICATION AND INSTALLATION OF INSULATION AND vAPOR BARRIERS S1-TALL COMPLY WITH THE 2001 STATE OF WASHINGTON ENERGY CODE. 14. GLAZING IN COMPLIANCE WITH SEC. 2406, UBC STANDARD NO. 24 -2 AND WASHINGTON STATE SAFETY" GLASS LAW. EXCEPTIONS ARE AS OUTLINED IN SEC. 2406, UBC. 1 5. GLAZING IN LOCATION SUBJECT TO HUMAN IMPACT SUCH AS GLASS ON DOORS, GLAZING WITHIN 24' ON EITHER SIDE of A DOOR OPENING, GLAZING CLOSER THAN 18' TO A FLOOR, SHOWER DOORS, AND tue3 ENCLOSURES SHALL 5E EITHER TEMPERED GLASS, LAMINATED SAFETY GLASS, S.44TI ER RESISTANT PLASTIC, OR WIRE REINFORCED GLASS FOR SKYLIGHT. 16. 5L !DING GLASS DOORS TO ESF SAFETY" GLAZING, LAMINATED, OR TEMPERED GLASS. 11. SHOWER ENCLOSURE' SHALL BE APPROVED WIRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. 18. GLAZING WITHIN 18' OF FLOOR OR LESS TO BE SAFETY GLASS. IS. ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED AND C CMPLY WITH TI-4E 2001 WASHINGTON STATE ENERGcr CODE. 20. TREATED WOOD I WEATHER PER UBC SEC. 2306. 21. Ti Ti-I15 cFFICE ASSUMES NO RESF'oNSIE3ILITY AS TO THE p1- IYSICAL CHARACTERISTICS OF THE SOIL, NOR DOES THIS OFFICE VERIFY THE ACCURACY OF THE ENGINEERING DATA SUPPLIED EST OTHERS. WHERE SOIL AP'P'EARS TO BE OF POOR QUALITY, A SOIL ENG. REPORT SHOULD BE SUF PL IED 15/ CLIENT. CRANE DESIGN HAS TAKEN EvERY EFFORT TO ENSURE THE ACCURACY 0i T1 ATTACHED DRAWINGS, HOWEVER IT 18 THE RESPONSIBILITY OF THE CONTRACTOR TO CI -IECK AND VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO coNSTRUcTIoNI. 22. THE ATTACHED PLANS ARE THE PROPERTY OF CRANE DESIGN, INC. ANY !REPRODUCTION OF THESE PLANS WILL VIOLATE COP1 RIGHT LAUDS. THE HOLDER OF THESE DRAWINGS MUST FAT A FEE FOR THE USE or THE MATERIAL TIIEREIN OR BE SUBJECT TO LEGAL ACTION BY CRANE DESIGN INC. ENEG NOTES: •CONTRACTOR NOTE: 411 DImer tone Shall ee Checked And ' /er ifted rrlor To Construction, • • ENERGY" NO 1 FS f"ER I?Iq I I.V.4s -1 INC I 1 GIN Sl A 1 E ENERG ~" CODE PF?oy!DE A*'ID MINIMUI-1 AC= DEr . IF JSULA t ION L.EvEL or R - 3F3 « CEILINGS (Is;? -30 ' 2).(12' VAULT) R -. I .UALL3 -rte rLCORS OVER UNHEATED SPACES R 10 At SLAB F' ERRME TER INSTALLED NORIZoNTALL 24' UNDER SLAB, WHEN CONCRETE I~LOOR3 ARE WI TI-I IN 12' Or GRADE. ALL OPENINGS AND JOINTS N ExTERIQR WALLS SHALL 8E SEALED, CAULKED OR WEATI - TER STRIFFED AT LIMIT AIR LEAKAGE AN ArFROvED VAPOR BARRIER SI - TALL BE PROPERLY IN81 ALLED IN ROOF, N ENCLOSED RAFTER 8r''AGES, FORMED 1 - 1ERE CEILINGS ARE APPLIED DIRECtLY TO UNDERSIDE or 'GOOF RAPIERS ALSO It1 EXTERIOR WALLS INSTALLED k tail BLACK vISQUEEN GRCUND CovER, LAPPED 1' -0' At JOINTS AND EXTENDED UP to FOUNDATION WALL (REQUIRED AT ALL CRAWL SPACES) PIREr'LACES SHALL BE ! 'RO ✓IL ED UT!TN ,a TIC,t ITT.'►" FITTING r!_UF DAMrERS B RFADILI ACCFSSIBLF t OR AU1O CONTROLS 81- 10WERS SHALL NAvE A FLOW CONTROL DEvICE TO LIMIT rLcw TC A MAX. Cr 2.5 Grh PER SHOWER UFAD. WATER HEATERS ARE REQUIRED TO f3E LABELED AS COMPLYING U1/ NAECA 1981 ELECTRIC WATER Nr.•',TERS LOCATED IN UNI- IEATEr SPACES SUCH AS GARAGES TO BE INSTALLED ON AN IN - 'r" - li^'RFgSIF31_ F INBULA1 IOf 1 * MNNN or I8' ABOVE FLOOR GAS OR ELr:C. (R -10 MIN.) • eiRucTUR4L NOTE5 2. FoUNDAT;oNS 3. CONCRETE 4. REINFORCING STEEL I. 'DESIGN LOADS (v'ER1r Sr:OW LOAD r''FR ASEA) A. ROOF LIvE LOAD 25 F°SF (1OTAL LOAD 31 pSFXW /'tIL_E 45 PSI~ B. FLOOR LIVE LOAD 40 P5F (T C T AL LOAD 50 PST ) C. SEISMIC ZONE 3, V. .14W D. WIND LOAD 22 pSF , . E. SOIL PARING CAF 1000 PSF ASSUMED. SolL REPORT REQ'D oN ANY QUESTIONABLE BOIL. A. ASSUMED MAx SOIL FEARING CAPACITY 1000 PSF UNDISTURBED CWT. �3. POUR FOUNDATIONS ONLY' ON UNoIS tUREED SOIL. (VERIFY) C. UNDER FLOOR SLABS COMPACT FILL TO 95% MMO. A. FOUNDATIONS AND FLOOR SLAB CONCRETE SHALL e.E EQUAL TO (2500 PSI). MAXIMUM WATER TO CEMENT RATIO, 5. -1/2 SACKS OF CEMENT I~'ER CUBIC YARD OF CONCRETE AND 6-3/4 GALLONS WATER PER 94 L F3. SACK OF CEMENT 2500 PSI ASSUMED COMPRESSIvE STRENGTH AT 28 DAYS. % RACK MIN /CU. YD. B. MINIMUM COVERAGE OF STEEL, 3' BOTTOM, 2' SIDES, I - 1/2' WALLS. TOR SOIL, GEE CODE WHERE SOIL NO PROBLEM. .. C. .EQUIvALENT FLUID PRESSURE, MN. 35" PER CUBIC FOOT A. ALL REINFORCING STEEL SHALL BE DEFORMED, INTERMEDIATE GRADE, BILLET STEEL - AS1M 4615 -12 GRADE 40, NEW, CLEAN AND FREE OF DIRT. B. SPLICES, WHERE LOCATED AND APPROVED SHALL t3E A MINIMUM of !2 INCHES (2500 PSI) OR 30 BAR DIAMETER (GONG. • 2000 PSI 40 DIA.) C. ALL REINFORCING SHALL eE TIGHTLY TIED AND SUPPORTED DURING CONSTRUCTION. D. WELDED WIRE MESH SI -TALL IRE �51M ,4185. WOOD A. PER Uf3C SEC. 2305 k3. !HEADERS /BEAMS - BEE PLANS PoR ALL °SIZES AND SPECIES. C. SEE PLANS FOR PLYWOOD.. 6. STRUCTURAL STEEL . ALL STRUCTURAL STEEL SHALL BE ASTM 436, NEW, CL.A.• \N AND FREE OF RUST. PIPE COL. SHALL �3E ASTM 853, GRADE B OfR ASOL, A36 STEEL. (ALBC.) 1. S1 RUc TURAL FRAMING A. FfM i NG To BE IN CoMF'L I ANCE WITH UBC SEC. 2320. B. PROVIDE NAILING IN ACCORDANCE WITS -I UBC SCHEDULE 23- 11 -B -1 • . STRUCTURAL ENG. SPECS TAKE PRECEDENCE OVER MN. NAILING SCHEDULE AND OTHER GENERAL SPECS. .. C. PROVIDE SOLID BLOCKING AT JOIST SUPPORTS AND BEARING PARTITIONS. D. PROVIDE BRIDGING OR BLOCKING AT MID-SPAN of ALL SPANS OVER 10 FEET. . E. USE APPROVED JOIST MANGERS WHERE REQUIRED. F. ROOF TRUSSES! SIZES TO BE VERIFIED, DETAILED AND FABRICATED BY TRUSS INSTALLATION AND BRIDGING SHALL BE r' R MA RUS MANUFACTURER. MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS' ALL TRUSSES DESIGNED MUST BE ST,...! - IF"ED 5Y LIc. WA. STATE P .E. CARE MUST BE TAKEN DURING ERECTION BY BUILDER TO NOT OVERLOAD TRUSSES WITH !BUILDING MAT. .4 To ADEQUATELY BRACE TRUSSES. 0. STUD WALLS A. USE 2x6 NF•2 STUDS AT 16' 0.C. (24' O.C. MAX.) PER U5c 2320 W/ 2x4' CONSTRUCTION SPACING NOT TO EXCEED 16 O.C. W/ THREE STORY STRUCTURE 2x6' STUDS MUST BE � USED • LOWEST ' v SPACING NOT TO EXCEED 16' C.C. `-E EL B. DOUBLE TOP PLATES SHALL HAVE JOINTS STAGGERED NOT LESS THAN 4 FEET. MIN. NAILING OF 8-16c1 • 48' MN. LAPS • EACH SIDE OF JOINT W /16d • t2' O.C. BETWEEN PLATES FOR EXT. 4 INT. LONG WALL (2 4 3 :STORY BLDG.). 9. ROOFING A APPLY" ROOTING IN ACCORDAt;cc ',PITH ; ec. SEC. 150.. ',. B. PROVIDE ..ATT:C VENTIL . TICtN; , ,S it4DICATED ON RCOf- FRAMING PLANS. 4 SECT. 150 *, PLOOKDAAEHRACell MIN•I!MUM 19/32' THICKNESS A "'A RATED TONGUE I GROOVE 7; 4EATI-IINGZ WITH 1001 NAILS ^' O.C. AT SUPPORTED SHEATHING F'Ar4EL EDGES AND !O' O.C. AT INTERMEDIATE FR,',M ;NG MEMBERS (SEE ARcI PLANS AND I OR GENERAL NOTES FOR REQ'S.). FECIF1C4TIQNS: .cam tilt TZEL..$1° F1CAT1 1. USE 2,50e psi CONCRETE SPECS AT 2S D4 S. 2,000 PSI MAY BE USED BUT RECOMMENDED NIGHER STRENGTI -4, 2. USE ASTM, AG18 - OR EQUAL GRADE 40 RE13AR LAPPED 30' MIN. AT SPLICES, CORNERS a INTERSECTIONS. IF 2,000 PSI CONCRETE, LAP 40' DIAMETER MIN. 1. THE TRUSS MANUFACTURER SHALL PROVIDE ALL DESIGN AND ENGINEERING WITH WASHINGTON STATE P.E. STAMP ON DESIGNS. DURING ERECTION OF TRUSSES, THE BUILDER SHALL TAKE CARE TO ADEQUATELY BRACE TRUSSES 4 ALSO NOT TO OVERLOAD THEM WITH EXCESS BUILDING MATERIALS. To Reorder F'Iane ((8111642.361 • • • ft W/ • _., Ise .. • it fj • • 2 a AUG • CAll NUYAILP: IWPROAD 13 2.063 AS OLD RECEIVED G'11Y OF 1'UKVVILA JUN 1 8 2003 PERMIT CENTER . pi);-ta C:OP: @IGNi© 2002 CRANE DESIGN. I nc. • r' 1 r fata t " Y' rr o� T gli it g taggA 6 -- t if 64 1.4.i8L)g 9 lipte; N g a , P d.�� d o ep% ir A t ;t og� , • SHEET tO ets, �V c-r 4" **ea °P X +0? >'115) . o -. Fs; .0 ;i a) a) o p o 17. z ca LrJ r ---- -- CONNECTION (NAILING -�' __ _ - - ♦..w�.._s. _ _ . � �tf -_ NAILING _ .. •� - Jo-Iii I, Jois to s cr irdo% toenail 3 ,_2. Brtdjn2 to joist, toenail each end .gd_ ��'.�•��.+��t_. 3 . 1' x 6' (25 mm x 62 mm) subfloor or less to each Joist, face nail 2 - _dd 4. Wider then I' x 6' (55mm x 152mm) subfloor to each ,joist, face nail 3 - ad 5._2' 2 ' (51mm) subrloor toj_oist or _girder, blind oand face nail -16d • -r f.�� •t�.._.r _�. �+.+t -wr• .- ....�w� . - r ��_ -..►� _ �_ ��- -��- ••tr+l� h. Sole plate to Joist or blocking, typical face MAW 16d at I6' (4?sE‘mm) o.c Bole plate to foist or blocking, at braced wall panels 5 - 1601 per 16' (406mm) - == - - . 2 1. T o l e is to stud, end n a i l .....___ - *NNW a. 8. Stud to sole plate 4 -801, toenail_ or 2 - 16.d, end na 9. Double studs, face nail 1601 at 24' '66IOmm) o,c. I. Double top plates, typical face nail Ibd at 34' (610mm) o.c. Double top plates, lap epllcs 8-16c1 II. Biockln between joists or rafters to top plate, toenail _ 11 RIM ,lolst to to letenal i ! � ..� s, to _....._. - ._ - id a t 6' (152mm) o.c. - -- 13. Toy plate laps and Intersections, face . 2-16d 14. Continuous header, two !eces IE, .. ..,t716 (406mm) o.c. a long each edge 15. GellinS foists to plate, toenail 3 -801 16. Continuous header to stud, toenail r4 -801 • 11. Ceiling Joiell_f_peover partitions, face nail 18. Collins joists to parallel rafters, face nett 3 -16d 19. Rafter to toenail 3_801 20. I' (25mm) brace to each stud and plate, face nail 2 -8d 21. 1' x 8' (ZSmm x 203mm) sh•athingor less to each bearnngg_ face nail 2 - 8d 22. Wider than I' x 8' (25mm x 203mm) sheathing to each bearing face nail 3_gd 23. Built -T corner studs I6d at 24' (610 mm) o.c. 24. Built - up girder and beams 20d at 32' (813mm) o.c. at top and bottom and staggered 2 - 20d _ _ at ends and � each s Iic_e 25 _ . 2' (SimmLtdnks 2 -i,d at bearing earing 26. Wood structural panels and particalboard: eu l ear, roc( and well sheathing (to framing,: (I Inch • 25.4mm) I/2' and less 601 3 19/32' - 3/4' eeor Gd 1 /8' - 1' Sd s 'I I /8' - 1 1/4' IOseor Sc s 21. Panel siding (to framing), 1/2' (13mm) or less 601 e 5/8' (I6mm) Sd b 28. Fiberboard sheathing: 1 1/2' (13mm) No. II ea g 6d4 25/ 23' . (20mm) No. 16 ga d , No. II gab Sd Nc. 16 gag 19. interior paneling 1/4' (6.4mm) 4d le 3/8' (9.3mm) ed " 11 6 *WU 11: ci° if • > , 8 1 1 12 ' "*" =Y PLAN NUMBER: CRANE DESIGN, Inc. Reserves All Legal Right► To Material On Thle Sheet • Suhject To Criminal Proeecutlon TABLE 23- II -B -1 - N4IL1NGSc1EULE "Common or box n a i l s and y be used excerpt where otherwise stated. ' Ne t le spaced at 6 inches (152mm) on center at edges, 12 inches (305mm) at intermediate supports except 6 inches (152mm) a� t all euports wire spans are 48 inches (1219mm) or tnore. For na I I Ing of wood structural panel and partite (board diaphragms and shear walls, refer to Section 231533 and 2315.4. Nails for wall sheathing may be c ommon, box o r casin 9 y . 9 $Common or derormed shank 4 Common. sDerormed shank. *Corrosion- resistant siding or casing nails conre- •tire to the requirements or Section 23043. 'Faeteners spaced 3 inches (16mm) on center Ixterior edges and 6 inches (152mm ) on center dt Intermediate supports. 5 Corroslon- resistant roofing nails with 1 /1e6- inch - diameter (1lmm) head and 1 I/2 -inch (38mm) length for 1/2 -inch (13mm) sheathing and 1 3/4- Inch (44mm) length for 25/32 - inch (20mm) she 9 requirements conrormin to t he rs uirements of Section 23043. "Corrosion - resistant staples wIth nominal 1 /I6 (11mm) crown and 1 1/8 - inch (29mm) length for 1/2 (13mm) sheathing end i 1/2 (38mm) length for 25/32 (20mm) sheathing conrormin to the requirements of Sect Ion 2304.3 'Panel supports e t 16 Inches (406mm) 20 Inches (508mm) if strength axle in the, long direction of the panel, unless otherwifie marked . Casing finish nails spaced 6 Inches 152mm) on panel edges, 12 Inches (3m) a t in m di supports. t e a t"e I' 9 �' II Panel supports at 24 Inches (6I0mm). Casing or finish nails spaced 6 inches (152mm) on panel edges, 12 inches (305mm) at intermediate supports. TABLE 23- II- B- 2 -1000D STRUCTURAL PANEL ROOF S-4E4T41NG N4L1Nc SCLULE ROOFT33TE ON E .. WiND REGION NAILS PANEL LOCAT ION Greater than 90 mph (14 common panel edees 3 - km/h) Pane)f 6 Greeter than 80 ph (I29 Bd common Panel •de_eee 3 6 __.... km/h) to 90 mph (145 km/h) Panel fle:ci 12 cad omTon Panel ed ee 6 80 mph (I2 9 km/h) or less . _ �.�._ _..... Panel Field 12 1 1 ? - ��Fe etertlr u fi n coats ) >( 25.4 FOE? mm 3 to 6 64 4 6 6 b 6 _� 12 12 'Applies only to mean roof heights up to 3S rest (10 12'0 mm) For mear roof heights over 31 rest ( Ile 100 Mm), the naffing shall be dee'gnesd. 2Th• roof fastening Zonis area shown to the right. !Edge spacing also appiiee aver roof framing at gable -end wails ° Use 8d ring-shark hails In this zone Tr mss root height greater reater - then 25 feet (1600 mm). 'CONTRACTOR NOTE: 411 Dimensions Shal Be Checked And Verified Prior To Construction. MEC-4NIC4L! •_ ---_•• - • ----- ---- - _..-- �----- ----- -- , _•ate+ 1501.ID FUEL BURNING APPLIANCES t3oiid fuel burning appliances include airtight stoves, fire places stoves, room heaters /fireplaces stoves, factory- b'lllt fireplaces, and fireplace inserts. Unless otherwise adopted by king County, all solid fuel burning appliances comply shall com I with 1991 U.E3.C. 4 1991 U.M.C. - HEATING Each dwelling unit hall be provided with heating racllities• capable of maintaining 10 +F at a point 3' above the floor io a I I heb ite rooms when the outside temperature is as seat forth In SecE 310.11 U.B.C. A. Fuel burning equipment located within the bul Nine envelope (constructed under the W.S.F.C.) shall obtain combustion air from outdoors, meeting the provisions or Section 101 U.M.C. NOTE: BUILDING ENvELQPE The elements of a building which enclose conditioned spaces through which thermal energy may be transferred to or from the exterior. e. Fuel burning equipment located outside the bulldin a shall meet enveio the rovislons of C-ha tear 3 U.M.C. U�1C I' p C. Ductwork, location and source of combustion air, refer To Chapter 6 U.M.C. •,li warm -dtr Furnace shall be listed and labeled by an approved agency and Installed to listed spec)fIcetlone, Chapter 3 WIC. Appliances Intended for Installation In closets, alcoves or confined spaces shall be so !toted. Section 304.2 U.M.C. No warm-air furnace shall be installed in a room Used or designed to be used ae a bedroom, bathroom, closet or In any enclosed space with access only through such room or spaCe, except direct vent furnaces, enclosed furnaces and electric heating furnaces. Section 304.5 U.M.C. No warm - 8 Ir furnace shall be Installed in a closet or alcove less than 12' wider than the furnace or furnaces installed with a minimum clear working space less than 3' along the sides, back and top of the furnace. Selection 304.1 U.M.C. Liquefied petroleum, gas-burning appliances shall not be Installed in a pit, basement, or elmilar location where heavier- then- air.gae might collect' Appliances so fueled shall not be Installed In an above -grade under floor apace or basement unless such location is provided with an approved means for removal of unburned gas. Section 304.5 U.M.C. (Approval must be granted by the E3u1 Idtng Of Miela i. 1 Meeting and cooling equipment located to a garage and which generates e glow, spark or flame capable* or i nitin f lammable vapors shall be Installed 9 � p s to with the pilots and burner e or heating elements and switches at leant le' above the floor level. Section 303.13 U.M.C. Fire dampers need not be Installed In air ducts passing through they wali, floor, or celltno separating a residence (Group R, Division 3 occufvancy) from a garage (Group U p , Division 1 occupencyjprovideci such ducts within the garage are con - et r ucted of steel having a thi_ knees not lees than 0.019 inch (No, 26 Galvanized sheet gauge) and have no openings into the garage, Section 302.4 U.B.C. Warm -air furnace installations in attics or crawl spaces shall comply with Section 319 and 320 Uf.C. . . Every appliance (dryer, range, etc.) designed to be vented shall be connected to a venting system complying with Chapter 8, Ever factor built chimney, Type L vent, Tupe B gas vent or Type !MU as vent shall be installed 1 I in accordance with the terms of its listing, manufactures inet- ructions and the applicable provisions of Chapter 8 U.M.C. Vent connections shah be Installed within the space or area in which the appliance Is located and shall 17.e connected to a chimney or vent in such a manner as to maintain the clearance to combustibles per Section 815, and Table 3 -C, U.M.C. DUCTWORK: A. Duct systems shall be or metal as set Forth in Tables Noe. 6 -A, b-B, 4 6 -C or factory -made air ducts complying with Chapter 6 U.M.C. B. Joints and seams shall be substantially airtight, Section 601.6 Table No. 6-4 (rectangular ducts) and Table Nob -B (flat, Oval, and round ducts), U M.C. C. Installation or ducts shall comply with Section 603 U.M.C. D. Duct insulation shall be installed In accordance with Section 604 U.M.C. 4 PT� � 4 1 FT 44T. 1 FT. (INCLUDING 1 FT OvERFaANG) POOP RIDGE L ROOF FASTENING ZONES o Reorder Plans 1(811)642-3615 GENERAL! I. I 'ILOTS, BURNER, NEArING ELEMENTS I SWITCHES OF THE FURNACE AND H.U). SHOULD BE A MINIMUM OF 18' At3OvE THE GARAGE FLOOR. THESE SHOULD ALSO BE PROTECTED AGAiNST ANY VEHICULAR COLLISION. 2. EXIT DOORS SHALL, ME OPERABLE FROM THE iNSIDE WITH A NIGI.1T LIGHT, DEAD BOLT, OR SI!CURiTi• CI -IAiN MOUNTED AT A -1EIGHT OF 45' MAXIMUM A13OvE FINiS.EC) FLOOR. 3. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHOULD BE PRESSURE TREATED U1OCi.? AND BRANDED BY AN APPROVED AGENCY. 4. LIvING ROOM CEILING IS 24' AE3OvE 1- IALLUJA1' WHICH LEADS TO SLEEPING ROOMS, A SMOKE DETECTOR WILL 15E INSTALLED AT THE HIGHEST POINT. 5. CESSED LIGHTING FIXTURES SHOULD BE I.C. RATED AND ENCLOSURE LINED WiTN A 1/2' G.UJ.E3. TAPE AND FINIS1-1. b. ALL DUCTS, PLENUMS, AND ENCL- OSURE THROUGH OR ALONG UN- 1- iEATED SPACES ( INCLUDING Ti -POSE FROM GARAGE INSTALLATIONS), SHOULD BE THERMALLY INSULATED • EXCEPT THOSE INSTALLED BETWEEN WALLS OR IN A SPACE NOT EXPOSED TO OUTSIDE AIR. 1. DRYER MOISTURE EX1 -1AUST DUCT SHALL NOT EXCEED A TOTAL OF COMBINED HORIZONTAL_ AND vERT- iCAL EFFECTIVE LENGT1-1 OF 14' -0'. .g. MASONRY FIREPLACES SHOULD ESE PROVIDED WITH A TIGHTLY . FITTING FLUE DAMPER AND A READILY ACCESSIBLE MANUAL CONTROL. AN OUTSIDE SOURCE OF COMBUSTION AIR SHOULD SE • PROv1DED WITH A DUCT OF 4 SQ. INCHES MINIMUM AREA AND TREA- CLY OPERABLE DAMPER AS PER SECTION 4Q2 OF THE WASHING rON STATE VENTILATION CODE. REF. 13EC. 3102. U.B.C. UJATEI? HEATERS LOCATED IN THE GARAGE OF UNHEATED FLOOR ARE TO BE INSTALLED ON INCOMPRE- SSIBLE INSULATION. 10. NOT AND COLD WATER W=ATER PIPES IN THE GARAGE 51 - 1OULr' BE INSULATED WITH MINIMUM R - ii WITH A FLAME SPREAD OF 25 OR LESS. 11. THE SI -1OWER SURROUNDS ARE TO BE A SMOOTH, HARD AND NON- ABSORBENT SURFACE Nor LESS THAN 10' ABOVE THE DRAiN INLET. 12. G'r PSUM WALL BOARD BACKING USED FOR TUF3 OF SHOWER ENCL- OSURES SHOULD BE OF A WATER RESIS t ANT MATERIAL, DO NOT INSTALL OVER VAPOR BARRIER ON WALLS OR ON THE CEILING. dG ' • p UG � � 13. AIR DUCTS !=•ASSING THROUGH GARAGE WALLS , FLOOR OR ICE IL ING ARE TO !3E NO. 26 GALVANIZED STEEL WITH NO OPENINGS INTO 1-1E GARAGE. 14. t_ANDiNCIS OUTSIDE TO !SE NO flORE THAN I' BELOW THE T 1-4RE 3' D. 15. 1NTEiCI1EDIATE RAILS TO BE NO MORE Ti -IAIJ 4' APART. loco. 3 i ,AIFZ 1-1ANDR4IL9 AND NAND GRIPS ARE 10 HAVE 11/4' TO 2' CROSS Sac l IONALS AND RETURN TO WALL. (r_.011TINUCUS) 11. 5 /S' TYPE "x' GOB. UNDER ALL • Stair LJ LLS AND DOUBLE LAYER IF STRINGER SPACING IS MORE THAN 16'o.c. 10. WATER NEATER SHALL BE SEISMICALLY STRAi°PED AT A THE POIINT WITHIN / THE UPPER I /3RD AND LOWER 3RD OF ITS VERTICAL DIMENSION. �idSiON. T I-IE LOWER STRAP S I BE NOT LESS THAN 4 INCI -lE � THE CONTROLS. 8 A ROVE 19. WINDOW MANUFACTURER TO PRO- VIDE PORT I -IDLES IN EACH WINDOW IN EACH HABITABLE ROOM. 20. LW TER HEATER PRESSURE RELIEF •; • VALVE TO DRAIN BY GRAVITY fi0 EXTERIOR. (UPC 608.5) ROOD: I. ATTIC VENTILATION AS PER 5053 U.B.C. SEE VENTALATIONS 'CALCULATIONS PROVIDED. 2. VENT OPENINGS SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WiTH .OPENINGS OF 1/4 So. INCH DIMENSION. 3. ROOF VALLEYS TO NAVE 25 GAUGE GALvANiZED FLASHING. .4 UkoCD SHINGLE OR SNAKE TO DE iNSTALLEr? FER 1991 UBC CNAPTEP. IF t 15 -I3-2. 5. 10,17::' ;ALT SI- IlNGLE (C0111 TO BE li` A LED PER 199"1 UEC CHAPTER 15 1 TABLE 15-B-1. 6 22 ATTiC ACC7.795 TO ESE PROVIDED FOR EACH SEPARATE ATTIC AREA WITH 140 LESS 1t-IAN 30' FOR HEADROOM. ATTIC ACCESS Cyr' _ TO I�AvE R - 3C I NSU L ATION MINIMUM. A 'iC WE 6tI HER 3T>r'.;PEt. 1- IARDWARE TO PRr"vIDE TIGHT CLOSURE. . 1, TRUSSES TO BE DJESIGNED AND STAMPED E31' A WASH1NGToN STATE STRUCTURAL ENGINEER CALCULATIONS ARE TO BE SUBM- ITTED FOR CODE COMPLIANCE r RIOR TO FABFRICAT ION OR PER - MIT ISSUANCE. S. APPROvED HANGERS To BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR Nip TRUSSES TO THE MAIN GIRDER TRUSS, 'rRIJ99 MANUFACTURER TO PRO- VIDE TYP11. NONBEARING LUALI-S Sl -IOULD BE HELD DOlLN FROM THE TRUSS TO BOTTOM - 1OR17 UJI TN AN APPR- OVED FASTENER TO INSURE TRUSS E'OTTOM CHORD WILL NOT BEAR ON NONBEARiNCy WALL. 10. ROOF TO BE ANCHORED T0 ICE - S; f T NET WIND UPLIFT LOADS. USE SIMPSON 'H' ANCHORS OR EC UIvAL r NT. 11. TRUSSES DLL NOT BE FIELD ALT- ERED' WITHOUT PRIOR BUILDING DEPART!" EN T APPROVAL OF ENG- INEERING CALCULATIONS. • r. � 12. TRUSSES ..HALL HAVE DETAILS MO DRAWINGS ON SITE FOR FIELD INSPECTION. 13. PROVIDE SCREENED BLOCKING OVEiI SUPPORTS. 14. SHADED AREAS • FRAME OVER WiTI -i 2x6 RAFTERS • 24'o.c. U.N.O. FOUNDATION: I. GALVANIZED METAL FLASHING TO BE INSTALLED BETWEEN CONCRETE SLAB, AND WOOD MATERIAL' AT EXTERIOR PORCHES AND LANDINGS TO RIM JOIST. 2. CONCRETE PiER PADS SHOULD PROJECT AT LEAST 6' ABOVE GROUND UNLESS PRESSURE . TREATED MATERIALS ARE USED. I .} • SECTIONS: 1. ALL EXPOSED INSULATION MATER- AILS INCLUDING FACING SUCH AS VAPOR BARRIERS OR WEATHERED PAP »R SHOULD WAVE FLAME SPREAD /SMOr:E DEVELOPED RATING SHOWN ON 2:-.4450 OR LESS. NOTE ALL INFORMATION PROVIDED ON TNlS SHEET IS PER THE STATE OF UJASNINGTON 1997 U.B.C. VERIFY LOCAL COcE3 iF CONSTRUCTION IS IN OTHER THAN WA STATE. CITY OF T� u J UN 18 2003 PERMIT CENTER • cop Ric;Nr 2UOi CRANE DESIGN, nc. • • 4 a • n 2 GONG. PAD FLUSH WIN NEW CONC. -yt" SLAB ON GRADE 1 Rg 4X4 PT. POST • 4111.1).-1104. a/!r, r. -' • - ,i, a. .l'.t►. , . wJt . so. t. • ... 1.. . _ ., ..._ . .Y : A .■. dioC10'iPT. BEAM � 8 13' 411 L_ J CONC. PAD PLAN SCALE: I/4" = I' -0" 20 '_ H SCALE: 4/4" : _ & I 4 11 EXI5TING EXTERIOR WALL a l_ 4 11 5/4X4 PT. DECKING 2X8 FTJOISTS X16 "O.C. 2X8" PT. LEGER DECK PLAN EXISTING EXTERIOR WALL T 1 • x DEC 5/4X4 eck 4 DECKING OR EQUAL 4x10 P.T. BEAM 4x4 P.T. POST Vyxy e`Pati RAIL y r ryeth•E c/P4 r SEFT D=1 I: I- ;rNOTE: NTS. • PLANS A • ,rte . , SIMPSON LUS2& EA. JOIST • 1I 2x8 P.T. JOISTS 49 16" O.C. BECK DETAIL EXISTINOOSE � G: N ExiERIOR WALL D DETAILS EXIST. JOISTS 2x8 P.T. WGR WI (2)16P CsALV. fi 12" O.G. 0. tIV Of (01411A APPRovt PR 21200 NS Oa) SOLD** ON190t, RECEIVED CITY OF TI IKWII A I\pi 1 9 2004 PERMIT CENTER 1705••• • ••••- ..:. v'.*.. y 4* .T alb M . 4g1P%alllqmw r'piij r nrekinti, ••• DUI I meiA1 Rlgt o o 1 . • t 1o•v Iw 1 e.N. 11df► Ye, CS Mn I /'1 Iff► •r-ut rtn • li IH' OSB (U; III' IF" rF1.'t n,/r:F Pd A' or 10(1 fe PH if 4 ' O.G 2x 1:;11 .101ST Ia q 4' O.0 -. GR�AL:'E cli1 LI1!I= ti eACKT'ILi . W, r r r nRAVI~L 4' FEW. Dt AIN IL.F SF1 IN (; AvF(.. •CQ 1 I R.4C I GAR NO t E . All D WINS ,e Ions Shan Be Checked 4 cI vet I r led ry for to Co►•tructlon. ao ff 1 1 .1 1 *A % 4 vv/w/-4 ::: 1T `�� OF: !4p iii .� - 0::: rr 1 If � 1 ; ?xb' slurs iv 16' 0.C. (24' MAC'.) 2x Bol t - 0t - 1 rLA1P W/ 16d 4 e' 0.c. FLOOR SIS I EH s p IArNRAM NtUS1 BE CoMF'L I;1 El ' rFzAr-1F1) PFroRF BACKFILL 15 FLAcPr. 911 4N(1 IOR 0 PA JOIS T ri ooR JOIST rF R ri. AN ----- 2xS' F'. SILL rL_A I E U1/ it-1;7111 I /2'4.x10' AB • 16.1 O • 2x4' STUDS 1' 16' O.C. W! Ir 1SUL f=''ER PLAN AS REQ'P 0 4 CON1 REBAR • 12' 0.C. (1 _ _ ___ __ __ __ NOTE: FL.(OR 5TSTF11 I AL�JIACENI SHEAR WALLS MUST BE DESIGNED 10 RESIST' RESULTANT LA1FRAL SOIL LOADS FROM UJALLS. «4 (VERt) REBAR * 12' 0 c tlftt STEM ! Nr7TLE S10Ri` 4' CONC. SLAB tL! x6 - 2.1x2.1 U1.tLI.I OVER 4' COMP. FILL -R-10 RIDCID !NSW_ AS REQ'D. -(2 CON 1. REBAR Iy • BASEMENT WALL DETAIL (JOIST PERP. TO WALL) i Y o Reorder Piano f • 18' 41 .4 • 34' Or ; " w) 5/f3' 1 - T_ r'r Glyn n 4 ':'. ••v ' ''' .ti :•�\ '\\\ \\\.► I �/\\ / / \ \ / / 4 4i '/\ \ v ' / \ //\♦♦* 1T .� \ -LI t V.:W `� LINE r i t.:4CP(F I Li_ t'i /_ \ \ F E c R,44ti' {1 � /♦\\� \ \ ♦/ G R•� V L i / / \.. /...„ I � / \ ��/ \ fit T�Tr- % ♦/ i i1TfrII . 4� U " Ip f , . pf ,+ 4' F DRAIN !• -t" S y ! iN r11�' ��- ..t. r75 F I o,/ FE;_ C, c;) P c fi' • 10; .1 4' c., c. :t.:1 4 • 4 9■44 ,!( t'k J 4' I '•: .a.... cur L IN E • 4 1 .1 iN l:t_E GRAVEL avEr_L et ,; - — MINI 8' S T ET I SINGLE S t ORI S -- 4 ' CONC. SLAB. W/ xb -2.1x2 .I UJ U i O`r'ER 4' C`. C`...- .. FILL • . 2x6' S 1 UDS • Ib' G.C. (74' tv1A ' ) .2x BOYIOI /Ibd •8 Cr • FLOCR 1 H DN M'JS r BE CC�H PLE TE t FRAI BFr r- F BACKFILL IS PLACED 1,11FF',0',l 1.5�' ANr'1 -1C1? 0 F Ja-.1 + WHEN J515 Frti t PARALLEL. 'I C WA1_ I 2x BI.K'C/ TO BE INSTALLED • Ib - O t111-1 (5 BM 'S S xS' 51L L F'LA I E 1 11.' IF t at11. 1/7't! A B_ o 16' G C : N..4' STUD'" • iEv' G.C. w' INSUL . PER FLAN AS R c 'D ' ms ''''s se' Bari e. 4- i 04 CONT. PE B A R 4;12' o r' (I P 17 04 ( VER1) REBAR • ; ; ' ., N27T E: x'1 .0014 S T girl i AD.IACEN r 1 SHEAR WALLS MUST BE DESIG1JFt"' i 10 RESIST RESULTANT i.A1frRA1 SOIL L LOADS PROM WALLS. R - RIDGID INSt.I .. Q L AS EQ'D #4 CCANT. RE BAt � 1yb • S ;LIDS 0 14:,' Cc (24' MAX x BO i rL A T F= Lt.// 1& ri • g' C.C. 5/4' i *Cs FLT W. GLUED 4 NAILE=D tU • iC"d • 4` o C. TO BL`^CK_INc V: : ;;NIFSc N L50 ANcr -10R rzii .10�• =T • --- - -�•--- t:L CoR iota; PER PLAN :!A(8' f 641 INSUL . 1/2' 4 x AB. 'o lb' O C. 2x4' S UD5 >~ I ' O +11/ INSUL_ . FER r•L AN AS REQ'D. i :: t.___ _._.__ 04 CONT. RFBAR 6 12' OC. (I -1ORI 7 i SOIL NOTE: ri. -00R 511 - S T EM t ADJACENT SHEAR WALLS r1115T BE DESIGNED tO RE513T REE tANt LA1F =R'AL SOIL LcADS FRCI -1 WALLS *4 (\t) REP .! R 12' 0.0 __._.....,._.., L - TIN S t EM StNGL.F 51 0R 1 - o R SLl B IV/ F� -21 21 W111M COI ' FILL - IQ RIDGIC? INSUL. AS REQ'D. - 42)•4 CQNT REBAR BASEMENT WALLDETAIL TO WALL) 0-r •. • sloroirie )42 '11,7N 1 1997 U.B.C. SI IF S1A .. PFV.: 1. 1 AN NI I imI I IM • J a w 0 Ui O CC F-- z J U CI) oc N- r Ckii c - 11,W WILA PERMIT CENTER f N el. C a3•t9. b -411 �L1�, ::t t.C1 eldilr ,► . 'II:. _..,....�,..�...,. 41.. �e +�.l.. , cot twain t) ig (1A CRANE DESIGN, Inc. • i 1 1 • GENERAL C4NSTRuCTION NOTES NE1/4, NW 1 1 ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS (1996) AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (1998). 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT /APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE - CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1- 800 - 424 -5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CR:_ATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF TUKWILA. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION /SILTATION CONTROL PROCEDURES. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 10. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12 ") OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS -1). 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE - CONSTRUCTION MEETING. 12. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO. RS -14. 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'), UNLESS OTHEhWISE APPROVED BY THE CITY OF TUKWILA. 14. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FAC LITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 15. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY; TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DRAWINGS" REQUIREMENT. 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14 ") WITHOUT ADDING NEW SECTIONS. 18. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAILS. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM. 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF SDR 21 OR 35 PVC PIPE TO MANHOLES OR CATCH BASINS. 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12' -6" FOR SDR 21 OR 35 PIPE. 21. BEDDING, BACKFILL AND CONSTRUCTION PROCEDURES FOR ALL STORM DRAIN PIPES SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA STANDARD DETAIL NO. DS-11. AND DS -12. 22. BEDDING, BACKFILL AND CONSTRUCTION PROCEDURES FOR ALL SANITARY SEWER PIPES SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA STANDARD DETAIL NO. SS -11. 23. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACKFILL PER WSDOT STANDARD SPECIFICATIONS SECTION 9- 03.14. 24. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT -OF -WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET, AS PER CITY OF TUKWILA STANDARD DETAIL RS -3. 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF TUKWILA. LEGAL DESCRIPTION: LOTS 1 AND 2, DOAK SHORT PLAT NO. L02 -024 , ACCORDING TO THE SHORT PLAT THEREOF RECORDED IN THE RECORDS OF KING COUNTY, WASHINGTON. 4, SECTION 22, T23N, R4E, W.M. CONTRUCTIQrT SEQUENCE 1) ATTEND PRE - CONSTRUCTION MEETING. 2) FLAG OR FENCE CLEARING LIMITS AND INSTALL FILTER FABRIC OVER EXISTING CATCH BASINS. 3) GRADE AND INSTALL CONSTRUCTION ENTRANCE. 4) INSTALL PERIMETER AND CB PROTECTION (SILT FENCE, INLET FILTER, ETC.) 5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY. 6) CLEAR, ROUGH GRADE, STABILIZE SITE AND CONSTRUCT BUILDING. 7) INSTALL SANITARY SIDE SEWER. 8) INSTALL STORM DRAINS AND PERFORATED TIGHTLINE SYSTEM. 9) INSTALL FILTER FABRIC OVER ALL CATCH BASIN GRATES. 10) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY STANDARDS. 11) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, PLASTIC SHEETING, OR EQUIVALENT. 12) INSTALL WATER SERVICES AND UNDERGROUND UTILITIES. 13) COMPLETE FINAL GRADING AND PAVING OF DRIVEWAYS. 14) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 15) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN UNWORKED DAYS. 16) CLEAN OUT STORM DRAINAGE SYSTEM. FOR MORE THAN 30 17) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE ALL ESC FACILITIES (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED. GRADING AND EROSION CONTROL NOTES 1 WITHIN THE CITY OF TUKWILA, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT-LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DR...INAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. ALL AREAS OF ACTIVE EARTHWORK, WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS, MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZEC IMMEDIATELY. SANITARY SIDE SEWER CONSTRUCTION NOTES WATER SERVICE CONSTRUCTION NOTES EARTHWORK ESTIMATE CUT 30 CU. YDS PER LOT FILL 30 CU YDS PER LOT _SHEET INDEX SHEET 1 SHEET 2 SHEET 3 SPECIFICATIONS EROSION & SEDIMENTATION CONTROL PLAN GRADING & DRAi 4AGE PLAN - TAX ?All2 ,r4 v wt 13 cEKS : LoT ! : oog000-- s 40 r 2: o ogo00- -095'9 These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and emissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rem totally with the designer. Additions, deletions or revisions to these drawings aver this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By 1 THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 X 4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO CONSTRUCTION. 3. THE SANITARY SIDE SEWER SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. SS -1. THE CITY OF TUKWILA SHALL DO ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF TU<IMLA PRIOR TO CONSTRUCTION. 2. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES AND METERS SHALL BE PER CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. WS -18 AND SERVICES SHALL BE A MINIMUM 3/4 INCH. THE CITY OF TJKWILA WILL INSTALL THE METERS. 3. ALL VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. WS -13 OR WS -14. JUN 18 -113 PERM CV"' n fart n.i, Leff 424100 � ► .a 0.12Fralit Ictirvitamid29 4 t-Itifteafturli U, U �� Z Z o0 w C �cn Q W Q O C Z N W O I c Csi CO c0 0 0 0 Z PROJECT NUMBER 96018 SHEET 1 OF 3 . •"•• ■∎ •• • ••• ••• •• • •• • •• • •• • •• •• •• • •••••••••• •••••••••••• • • • • • . 40 .' . ' • •' .' .' • . • • • • . 1 ••••••••••• •••••••••• • 41 • ' ••' •• 40 •' ••' •• ' ••' ••' • ' •••••••••••••••••• • ••••••••• .••••••••••••❖•• •••••••• •••••••• •••••••••••••••• • •�•••••• • - Lam NOTES: FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR VARE RINGS TO ATTACH FABRIC TO WARE 2'x2" BY 14 GA. WARE FABRIC OR EQUIVALENT BURY BOTTOM OF FILTER MATERIAL IN 8 ")►12" TRENCH 6' MAX. w \ -2 "x4' WOOD POSTS, STANDARD OR BETTER OR EQUAL ALTERNATE: STEEL FENCE POSTS FILTER FABRIC MATERIAL 2 "x2" BY 14 GA. WIRE FABRIC OR EQUIV. PROVIDE 3/4' - 1.5 WASHED GRAVEL BACKFILL IN TRENCH & ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE. r MIN 2'x4' WOOD POST) ALT: STEEL FENCE POSTS A. THE FIL'''ER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPACED TOGETHER ONLY AT A SUPPORT POST, W'TH A MINIMUM 6 INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO NE GROUND (MINIMUM OF 30 INCHES). C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WADE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. D. MEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. NE WARE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR HARED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. F. %S HEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE EUMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WARED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE E APPLYING. • G. THE TRENCH SHALL BE BACKFILLED WITH 3/4 INCH MINIMUM DIAMETER WASHED GRAVEL H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABIUZED. 1. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL. AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. SILT FENCE DETAIL NOT TO SCALE e' MIN DEPTH BALLAST AGGREGATE PER SECTION 9- 03.9(1) STATE OF WA. (DOT) STD. SPECIFICATIONS TEMPORARY GRAVEL CONSTRUCTION ENTR ANCE NOTES: 1. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL THE GRAVEL SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRAINA ;E FACIUTIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. AGGREGATE: 4" TO 6" CRUSHED BALLAST ROCK. 3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 6" THICK. IT MUST EXTEND NE FULL WADTH OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE AT LEAST 50 FEET. 4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT WITH THE GRAVEL, THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBUC ROAD. W.SH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE. 5. MAINTAINENCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WIN 2" STONE, AS CONDITIONS DEMAND, AND REPAIR AND /OR CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STOPM DRAINS MUST BE REMOVED IMMEDIATELY. NO SCALE so • 20 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 5 'O' GRAPHIC SCALE 40 (INFUT) 1 Inch = 20 It DOAK SHORT PLAT L02 -024 TEMPORARY CONSTRUCTION ENTRANCE TEMPORARY CONSTRUCTION ENTRANCE SOUTH LINE OF N , NW i SEC. 22, T23N, R4E, WM EXISTING FIRE HYDRANT •0 NE 1/4 OF NW 1/4 OF SECTION 22, T23N, R4E, WM 0 • 0 • • • P CB7 1 1 1 1 1 EXISTING SANITARY SEWER 1. ' r • • \ •• : I, • • r • •• :•� • ,. • • • 1 .. •a' • N • 1 _ 30' r 0_ • • •�. • •. • k - EXISTING FIRE TRUCK TURN- AROUND . 1 J :I••• • ,••• • )' 1 • i :,XIST. 4" PVC EXISTING SSMH RIM= 266.72 IE(N): 255.62 (8 "IN) IE(W): 255.52 (8 "IN) IE(E): 255.42 (8 "OUT) 95.0' IA '• lo LOT ,07 1.07 1 CB9 TEMPORARY *I T 'FENCE PER DETAIL 1 ii 1 . UMIT OF CLEARING di N INSTALL TEMPORARY SILT FENCE PER DETAIL UMIT OF CLEARING C62 ... al • .•• .. • • I lE , STRIPE', ' . • �• • ( • • , • • • • , , • ♦ j , • • • • •• • • ' • • •• • 4 • • • 1• • • = = '_ ___ + ��� G • • ♦ • • • • , , ` • • I, • l ••• • • • `i• EXISTING WATER METERS EXISTING PAVED WALKWAY IE(24 "): 248.36 ---'' LEGAL DESCRIPTION LOT 1, CITY OF TUKWILA SHORT PLAT NUMBER 1.913 -00040 ACCORDING TO THE SHORT PLAT RECORDED UNDER RECORDING NUMBER 9703050537, RECORDS OF KING COUNTY, WASHINGTON. EROSION AND SEDIMENT CONTROL NOTES 1. The implementation of these ESC plans and the construction, maintenance, replocement, and upgrading of these ESC facilities is the responsibility of the applicant until all construction Is approved and the site stabilized. 2. The boundaries of the clearing limits shown on this plan shall be clearly flagged by a continuous length of survey tape (or fencing, if required) prior to construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicant for the duration of construction. 3. The ESC facilities shown on this plan must be constructed prior to or in conjunction with all clearing and grading so as to ensure that the transport of sediment to surface waters, drainage systems, and adjacent properties is minimized. 4. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgraded as needed for unexpected storm events and modified to account for changing site conditions (e.g., additional sump pumps, relocation of ditches and silt fences, etc.). 5. Any areas of exposed soils, including driveway embankments, that will not be disturbed for two days during the wet season or seven days during the dry season shall be immediately stabilized with the approved ESC methods (e.g., seeding, mulching, plastic covering, etc.). 6. Any area needing ESC measures not requiring immediate - attention shall be addressed within fifteen (15) days. • 7. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within forty-eight (48) hours following a storm event. 8. At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment-laden water into the downstream system. 9. Stabilized construction entrances and driveways shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as wash pads, may be required to ensure that all paved areas are kept clean for the duration of the project. 10. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of 2 to 3 inches, or 2 -3 bales per 1000 sq.ft. r- EXISTING ASPHALT 128.78 THICKENED EDGE •• ♦ •• NUM AM. % • • • IE(18 "): 252.56 MERIDIAN: RECORD OF SURVEY IN VOL. 28, PAGE 6 REC.# 8106239006 DATUM: KING COUNTY CONTROL SURVEY - NORTH j CORNER SECTION 22, T23N, R4E, W.M. ELEVATION: 286.28 BASIS OF BEARINGS: HELD NORTH LINE OF NORTHEAST CORNER OF SEC. 22, T22N, R4E W.M. LOT 1: SITE ADDRESS: 4058 SOUTH 148TH ST. TAX PARCEL NO. 004000- 0095-07 EXISTING FIRE HYDRANT oAti EXISTING SSMH RIM=255.57 IE(VV): 247.72 IE(E): 247.62 0S 25' , W� D' Z. N 44- *vivitirakto Nja goo. ;; il PROJECT NUMBER 96018 SHEET 2 OF 3 • J s ._d..1..,..• _ _.- ..•n ....•r- i Of r • 11i SMALL SITE DRAINAGE PLAN FILE NO D2003 -- _ S. 148Th ST. LOT 1 FILE NO D2003-'__ a 8 S. 148TH ST. LOT 2 th § cCC 54,ora d< r4 4 , W i .0 Ark f q 1Z 'e' 0 PROJECT I�NJIrIBER 96018 SHEET 3 OF 3 STORM DRAINAGE NOTES: 1. STORM WATER RUNOFF FROM THE ROOF AREAS OF EACH NEW STRUCTURE SHALL BE PIPED THROUGH A "PERrORATED TIGHTLINE CONNECTION" TO AN EXISTING CATCH BASIN. 2. STORM WATER RUNOFF FROM EACH DRIVEWAY SHALL BE DIRECTED TO SHEET FLOW FROM THE GRAVEL DISPERSION TRENCH SHOWN ON THIS PLAN. 3. THE FINAL GRADE ELEVATION SHOWN ON THIS PLAN MAY BE ADJUSTED AS NESESSARY TO REDUCE CUTS /FILLS AND /OR MAINTAIN 1% MIN /5% MAX SLOPES FOR DRIVEWAYS AND DRAINAGE TO CATCH BASINS. 4. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION. 5. SOIL LOG TEST HOLES WERE DUG ON THE LOTS. THE SOIL IS CLASSIFIED AS AN ALDERWOOD GRAVELLY SANDY LOAM WITH A TYPICAL STRATIFICATION ikS FOLLOWS: 0 -20" BROWN SANDY LOAM 20 "+ CEMENTED GLACIAL TILL SCS SOIL CLASSIFICATION: ALDERWOOD GRAVELLY LOAM 6. ALL PVC PIPE SHALL CONFORM TO ASTM D-3034-SDR35. CATCH BASIN CBI EXISTING TYPE 1 GRATE: 254.95 IE: 251.00 (18 "W) IE: 251.80 (12 "N) 1E: 248.55 (24 "S) CB2 EXISTING TYPE 1 GRATE: 252.42 IE: 251.07 CB3 EXISTING TYPE 1 GRATE: 262.48 IE: 259.13 CB4 EXISTING TYPE1 GRATE: 262.3 IE: 259.29 CB5 (EXIST. TYPE 1) RIM: 265.58 IE: 259.89 CB6 EXISTING TYPE 1 GRATE: 268.04 IE: 261.96 (12 "N) IE: 262.10 (12 "W) IE: 261.70 (12 "S) IE: 262.39 (3 -4 "E) CB7 GRATE: 271.11 CB8 GRATE: 266.65 IE: 263.81 CB9 EXISTING TYPE 1 RIM: 258.02 IE: 255.92 (12 "W) IE: 254.75 (18 "E) MERIDIAN: RECORD OF SURVEY IN VOL. 28, PAGE 6 REC.# 8106239006 DATUM: KING COUNTY CONTROL SURVEY NORTH CORNER SECTION 22, T23N, R4E, W.M. ELEVATION': 286.28 BASIS OF BEARINGS: HELD NORTH LINE OF NORTHEAST CORNER OF SEC. 22, T22N, R4E W.M. SO 0 +o 00 DATA These plans have been reviewed by the Public Works Deportment for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the darner. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a r submittal of revised drawings for subsequent approvaL Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: GRAPHIC SCALE ( IN S) 1 inch • 20 !t. 211'03 � Pk EXISTING GAS MAIN 30' EASEMENT FOR INGRESi, EGRESS AND UTLITIES REC# 9703650537 - EXISTING STORM DRAIN J EXIST. 8"x6" PVC TEE, 1E: 259.53 i EXIST. 6 "PVC SITE SEWER S =2.00% EXISTING POWER POL9 PROPOSED UNDERGROUND U11UTIES 10' EASEMENT FOR SEWER LINE REC. NO. 9111200616 I PROPOSED GAS UNE TO SERVICE LOT 1 & INSTALL 1 POLY WATER UNE (TYP) 200 PSI DRISCO PIPE TO EACH RESIDENCE SOUTH LINE OF N 1, NW i SEC. 22, T23N, R4E WA EXISTING FIRE HYDRANT 15' UTILITY EASEMENT REC# 9609260137 j )1S, A 1/ I/ e )fr EXISTING OVERHEAD UTILfIES . SS so .. ■...41■,.0111r • IMP 4 • •, EXISTING SSMH RIM: 269.06 IE(OUT): 260.71 • ti PROPOSED5 T C ,''R w op 71 TIGHTUNE CONNECTION TO CAT H BASI , #4 CB7 2 a i CN1 N EXISTING SSMH RIM = 266.72 IE(N): 255.62 (8 "IN) IE(W): 255.52 (8 "IN) IE(E): 255.42 (8 "OUT) EXISTING SANITARY SEWER • . === =-- -- DOAK SHORT PLAT L02 -024 i /1 , 4 1 301 - r tr - I MIMED • NE 1/4 OF NW 1/4 OF SECTION 22, T23N, R4E, WM • i k \ c, CB6 .1 .EXIST. : !t PVC 41111, MEP 95.0' N87 °47'30"W 128.78 LOT EXISTING FIRE TRUCK TURN-AROUND I EXIST. 6'�PVC SIDE .SEWER 5as2.007L 6" PVC CLEAN -OUT 6" PVC TESTING TEE 6" x 4" REDUCER 1E: 258.95 PROPOpED PERORATED TIGHTiINE CbNNEC110N N87 ° 47'30"W 33 33' INSTALL NEW WATER METER AND SERVICE CONNECTION PER CITY STANDARDS TO LOT 1 RESIDENCE EXISTING WATER METERS / ; ��. �/LOT 2/1 /. 0 i j I J CT_ _ 0 se) ` O Q � =9 CU (Gs CE C.).) DE Ng cE LoT\ i 2 (.0 K i 0 8 , s Lv �ss.ie � , Js �1 8113SQ 30" CESTNUT 0 128.78 LOT I' ;% 8758 S C t FT / 30" FAR (A/ /a 1 ,2 " IR ( A/ ti 28.78 14" DOIGWOOD. CB9 6 PVC CLEAN -OUT 6" PVC TESTING TEE 6" x 4" REDUCE IE: 258.9 M 0 G CO I i :2648.17' 48.17' . I �r4 CLEAN-OUT NEAR BUILDING WALL � EXISTING j BLOCK WALL I PROPOSED 10' UTILITY EASEMENT TO BENIFlT I LOT 1 AND LOT 2 L 4 PVC SIDE SEWER $3•2.00Xi WITH CB2 Q z 61 4" PVC SIDE SEWER S =2.00% WITH 4" CLEAN -OUT NEAR BUILDING WALL ARROWS DENOTE DRAINAGE DIRECTION ;1: ri �cdin. ��Ai 7 /ht 1 121 ' C67c% 13dS ti EXISTING PAVED WALKWAY 128.78 • VMITE STRIPE SS • :l\ \ . • . : '. • G N 14-i i 2" COMPACTED DEPTH CLASS " B" ASPHALT CONCRETE CITY APPROVED CROSS-SECTION A NMED DEC 1g� PRIVATE DRIVEWAY SCALE: 1 R --; EXISTING ASPHALT THICKENED EDGE 4" MIN. COMPACTED DEPTH ASPHALT TREATED BASE IE(24"): . 248.36 IE(18 ") : 252.56 ---' V (TYP) EXISTING G GROUND FACE W • PE Nov A .wi•_2 SUBGRADE COMPACTED TO 957 -- MAX. DENSITY (SEE SPECIFICATIONS ON SHEET 1) p. • 2 03 5 70 PO w /4-7 rs K " S"PP r' S EXISTING FIRE HYDRANT OAti SANITARY SEWER NOTE: 1. SANITARY SEWER CLEAN -OUTS SHALL BE EXTENDED TO FINAL GRADE PER TUKWILA INFRASTRUCTURE STD. DWG. SS-2. X N I i N 6 3 ey EXISTING SSMH RIM= 255.57 IE(W): 247.72 IE(E): 247.62 R 20' MAX. •• . • • • se • • • 0 i • Ilb • • •0 e - e •g o• 0 0 • 0 • rod 25' W Z N d V I FINAL 0 • • • • FILTER FAB' •I OVER GRAVE 40 0 •, E • w e •o ° 0 4 (1 se o • P UNDISTURBED SOIL • NOT TO SCALE 24" MIN, 0 pales. t 9 " cloc / GRASSR A. 41 k 0 0 O• -- DRIVEWAY DISPERSION jTflOW TRE3/4-1 1 /2 WASHED ROCK DRAINq o R �. 18" MIN. 00 0 g 0 1.E BED TUBING POORLY GRADED WA GRAVEL (3/4 F)Lc COPY that the Plan Check approvals are subject to errors and omissions and approval at plans doss not authorize Pe violation of any ado cods or ordinance. Recaipl of con- tractor's copy al approved plans acknowledged. By Date Permit No. E IP • a PERFORATED PVC EXISTING PVT. ROAD AREA: EXISTING DRIVEWAY AREA: EXISTING BUILDING AREA: EXISTING TOTAL IMPERVIOUS AREA: CASE (VISITED MAY, 2002) REC# 9703650537 (0.20 WEST & 0.04 SOUTH OF 1/16 CORNET) NET FOR POSITION. I UN WTI EAST CORNER SECTION (CALCULATED POSITION) ROS V.28, P6 C 24" MINIM TRENCH ORATED TIGHTLINE CONNECTION 5 • TH 0 DING DIV C‘ikri4)C' : y /LA IMPERVIOUS AREAS LOT 1 LOT 2 TAX PARCEL NUMBER: 004000096et 00 4 0 °° osss TOTAL PARCEL AREA: 8758 SF 8113 SF 911 SF 756 SF 781 SF 338 SF 946 SF 664 SF 2638 SF 1658 SF PROPOSED BUILDING ROOF AREA: 1908 SF 1908 SF PROPOSED DRIVEWAY/WALK AREA: 630 SF 530 SF PROPOSED TOTAL IMPERVIOUS AREA: 3349 SF 3194 SF FOUND PUNC I BRA : DISK OF �-- IN CONCRETE MONUMENT IN DEC ! 2103 PERMIT CENTER 7N • • Z r4litc°11'411 8 2003 22, T23N, R4E 4 ^►7E ;. 3-A9g I • N rP • • , ..,,i,. .4•t.. ,+.,, . :,•. -. - t,.!s..,.. .�... # - --- V •••. .1• ••••10!•ii #►. 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