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HomeMy WebLinkAboutPermit D04-461 - MCLEAN RESIDENCE - NEW HOUSEMCCLEAN RESIDENCE 4302 S 150 ST D04 -461 • Parcel No.: 0042000088 Address: 4302 S 150 ST TUKW Suite No: Tenant: Name: MCLEAN RESIDENCE Address: 4302 S 150 ST, TUKWILA WA Owner: Name: LEABO DON Address: 6855 176 AV NE, SUITE 235, REDMOND WA Contractor: Name: HOMES BY MCLEAN LLC Address: 37123 17TH AVE, FEDERAL WAY WA Contractor License No: HOMESML954CZ Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: doc: IBC - Permit City o Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us N N Y N DEVELOPMENT PERMIT Contact Person: Name: JONATHAN COOPER Address: 27013 PACIFIC HY S, PMB 302, DES MOINES, WA D04 -461 Phone: Phone: 206 571 -8093 Phone: Expiration Date:02 /09/2007 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 40 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Private: N Public: N Profit: N Non - Profit: N Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D04 -461 Issue Date: 05/09/2005 Permit Expires On: 11/05/2005 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2560 SF SINGLE FAMILY RESIDENCE WITH 725 SF ATTACHED GARAGE AND 160 SF COVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, AND STORM DRAINAGE TO BE CONNECTED TO THE EXISTING PRIVATE DETENTION SYSTEM. WATER DIST. 125 & VAL -VUE SAN. SEWER DIST. Value of Construction: $228,418.10 Fees Collected: $3,997.95 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 Printed: 05 -09 -2005 Water Main Extension: Water Meter: City o Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us N N Private: N * *continued on next page ** Public: N Steven M. Mullet, Mayor Steve Lancaster., Director doc: IBC - Permit D04 -461 Printed: 05 -09 -2005 It Permit Center Authorized Signature: Signature: doc: IBC - Permit Cit y o■: Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us D04 -461 Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D04 -461 Issue Date: 05/09/2005 Permit Expires On: 11/05/2005 Date: (.1/516q /C25 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 constru r or t performance of work. I am authorized to sign and obtain this development permit. U ZI/C Dater c — ©5 Print Name: Ceitt 1AA ea (/ 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. Printed: 05 -09 -2005 z i Parcel No.: 0042000088 Permit Number: D04 -461 z Address: 4302 S 150 ST TURIN Status: ISSUED Suite No: Applied Date: 12/28/2004 -J 0 Tenant: MCLEAN RESIDENCE Issue Date: 05/09/2005 N a J Nu_ w 0 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge PP P PP Y a and the 9 P P 9 u.? 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center I z� 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to w O start of any construction. These documents shall be maintained and made available until final inspection approval is ? o granted. v O 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall w H bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site = 0 and available to the building inspector for inspection purposes. LI 0 z 6: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the v (.0 recommendations given in the soils report. Special inspection is required. H _ O z 1: ** *BUILDING DEPARTMENT CONDITIONS * ** Building Official. (206/431- 3670). City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 12: 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. 13: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 14: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 15: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE doc: Conditions D04 -461 Printed: 05 -09 -2005 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 16: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 1z J U U O co w J = H U) u_ w 0 J 19: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, N any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits z w presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila Z I shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the H 0 Building Official from requiring the correction of errors in the construction documents and other data. t E— � o U O - = w ir- - . t '- - O .. z O w F-= O~ 17: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 18: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248 - 6630). 20: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 21: 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. 22: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 23: Any material spilled onto any street shall be cleaned up immediately. 24: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 25: 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. 26: The Land Altering Permit Fee is based upon an estimated 40 cubic yards of cut and no 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. 27: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 28: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 29: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 30: Owner of Lot 3, shall execute a Private Storm Drainage Easement for the benefit of Lot 4, prior to final acceptance by Public Works. doc: Conditions D04 -461 Printed: 05 -09 -2005 z • City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 31: Site construction, including foundation preparation, shall comply with previous Geotechnical Report/Evaluation, by Bergquist Engineering Services. 32: ** *FIRE DEPARTMENT CONDITIONS * ** 33: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 34: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (IFC 505.1) 35: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 36: For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 37: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 -1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 -1/4" Pentagon open -lift operating nut. (City Ordinance #2052) 38: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 39: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 40: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 41: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Conditions * *continued on next page ** D04 -461 Printed: 05 -09 -2005 z w re 2 JU 0 N w -J N � w0 u. rn d = w H =. z i.. 1-O zf— w U � O N CI w .. Z w U= O ~ z I hereby certify that I have read these conditions and will comply with them as outlined. All provisions 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 regulating construction or the performance of work. Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 E L ea D04 -461 Date: of law and ordinances other work or local laws Printed: 05 -09 -2005 Property Owners Name: CITY OF TUKWILA -., Community Development partment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Tenant Name: Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** Site Address: 6 1 30D— S I S4 S - M c., t- Mailing Address: t 3 1 1+ 1 - f hJ S- (°cd ewe I vJ+ j , (/ q t�10 3 City V State Name: ' aONcYkc rt. COO pc t 1 • 3i 17 C3 Moines (.114- 6 4Di ! l State Zip E -Mail Address: C.00r)er G1C'•�/G�d�rylr,�} -� kvl,S►'}, (e)r< Fax Number: egO r 76.2 6' Mailing Address: Company Name: Mailing Address: l . Contact Person: \permits plus \icc changes \permit application (7.2004) S, 14-vc ift.1 -1-cc ks Mo kAks + Contact Person: E -Mail Address: Company Name: M t Ens i A e Mailing Address: . . — 6 �"` 4 N� E -Mail Address: Page 1 ' Mechanical Permit No. M 0 L J Z2-1 Building Perm'Tho. Public. Works Permit No. Project No. 1 t (For office use only) King Co Assessor's Tax No.: 0O'{ 2-(x) —00 V' City Suite Number: New Tenant: Floor: ❑ .... Yes ❑ ..No Zip Day Telephone: 0-00- Si / 093 GENERAL CONTRACTOR: INFORMATION - (Mechanical. Contractor information on back page) Company Name: Con e e 17eIJ L tap vv► e.„1. -1- ULL II -Joints er/ Mailing Address: 1 .--.. 20 1 .--.. 20 13 i'ti PG C c.. tJw S. PVU1. 3 U"D (1 i II- oints (AA- p7 e i a 'T `` ,�� V j City State Zip Contact Person: �t�Gi''i'RQ� £T o p e le" Day Telephone: -� -5' 7 1t53 E -Mail Address: ( Oo p �61 c$R.Joe vii e..4€ " S n - (a„✓l Fax Number: 6 'r E y Li 6 S> Contractor Registration Number: Coo Pe_ 0 L-193 0 Expiration Date: 1 / I( /c' 5 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT. OF RECORD`- All plans must be wet stamped by Architect of Record I L(2 4- SJt I OU Wiv,d;n,✓ttle, lam- 6 1h7 State Zip City Day Telephone: X125'-'uk v /CV Fax Number: 1 1 2 5 7-- 6 SK ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record ✓vt.cvw( LA ./ P City Day Telephone: ( 4Z5'— 717- IS Fax Number: State Zip BUILDING PERMIT INFORMAT ON - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Will there be new rack storage? ❑ ..Yes ❑ .. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): IOC 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: Will there be a change in use? ❑ ....Yes \pennits plus\icc changes \permit application (7.2004) /!'v c9 Page 2 en ` Existing Building Valuation: $ 96Ope5 d-e C i I h I. ci ci. a Compact: Handicap: o If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm N..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ .. No If"yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l.' Floor id0 2 " Floor • `� /) / / 3r Floor Floors thru Basement Accessory Structure* Attached Garage 7 Detached Garage Attached Carport Detached Carport Covered Deck ////Q' (��$$���� Uncovered Deck BUILDING PERMIT INFORMAT ON - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Will there be new rack storage? ❑ ..Yes ❑ .. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): IOC 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: Will there be a change in use? ❑ ....Yes \pennits plus\icc changes \permit application (7.2004) /!'v c9 Page 2 en ` Existing Building Valuation: $ 96Ope5 d-e C i I h I. ci ci. a Compact: Handicap: o If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm N..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ .. No If"yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. PUBLIC WORKS PERMIT INFORMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): J ti 7 N. (i-5c LA Water District ❑ ...Tukwila 4... Water District #I25 ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Renton ❑ ...Seattle ...Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by Icing County Health Department. '1?5 Total Cut Please refer to Public Works Bulletin #1 for fees and estimate sheet. Submitted with Application (mark boxes which apply): !..Civil Plans (Maximum Paper Size -22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) .. .B / onndd X.. Insurance ❑ .. Easement(s) Proposed ' Ac tivities (man( Dozes 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 4 v Va1Vue .Total Fill -15 cubic yards X .-San' ary Side Sewer / ❑ ❑ ...Cap or Remove Utilities ❑ . ❑ ...Frontage Improvements ❑ . ❑ ...Traffic Control ❑ . ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water &att. II ...Permanent Water W / a ` tec Met Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ... Water Main Extension Public \f \pemtiu plus \icc changes \permit application ( 7.2004 ) Call before you Dig: 1 -800- 424 -5555 cubic yards ❑ Work in Flood Zone Storm Drainage . Abandon Septic'Tank . Curb Cut . Pavement Cut . Looped Fire Line „ WO# WO# WO# Private Private ❑ .. Highline �❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless Page 3 ❑ ...Renton ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU r Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace> I00K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat ` 15 -30 HP /1,000,000 BTU . Suspended/Wall/Floor Mounted Heater Ventilation System Wood /Gas Stove a 30 -50 HP /1,750 ,01i0.,BTU.,;.� Appliance Vent Hood and Duct l) Water Heater 1 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator— Comm/Ind Other Mechanical Equipment MECHANICAL PERMIT INFOFATION — 206 -431 -3670 • MECHANICAL CONTRACTOR INFORM TION Company Name: Mailing Address: Spa— 4 Contact Person: € Use: Residential: New ..., Replacement ❑ Commercial: New .... ❑ Replacement ❑ Fuel Type: Electric ❑ Gas ....❑ Other: Indicate type of mechanical work being installed and the quantity below: BUILDING OWNE Signature: Date Application Accepted: \permits ptus\icc changes \permit application (72004) AU HORIZ AGENT: Print Name: Mailing Address: (A/4 Gf k Irs r?'\ / City State Zip Day Telephone: X3 g3 ( '€h E -Mail Address: in•4e- keh.-tt + raw? Number: 0. — UGCI (2O Ari E. v 4 4 A QS (; C7 U7 Expiration Date: 0C h Contractor Registration Number: * *An original or notarized copy of current Washington State Contractor License must be presented at t e time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): PERMIT APPLICATION NOTES - Applicable to all permits in this application ••. Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Date Application Expires: Page 4 Date:) "'o2\ ' f Day Telephone: R.96` 57 1 5o9 3 t 9 1?7 X61'' City State Zip Staff I.itials: Vn, BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees P1k0��GT AME PERNIlt # Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 LAV If you do riaprovide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: General Erosion prevention 'CC — Water Sewer ./ 7 740 , Storm water 1. Road /Parking /Access A. Total lmprovements iip-O 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. 70 C. 2.0% of amount over $100,0 ,00, but less than $200,000 of A. s'O. 1.5% of amount over $200,000 of A. 4. TOTAL Pls' N : REVIEW FEE (B +C +D) $ I OS. & (4) 5. GRADING Plan Review and Permit Fees $ Enter total excavation volume I/D h cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. 1 $250 (1) qs ( TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION • (1+4+5) $ 3 5 O 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. UKWILA 2004 ENTER to444 1 • :;;u:d:�tsirc'14. QUANTITY IN CUBIC YARDS RATE MLA•L1 CITY OF T Up to 50 CY Free 51 -100 $23.50 n F r 2 101 - 1,000 $37.00 1,001 - 10,000 $49.25 pPRMIT C • 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees P1k0��GT AME PERNIlt # Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 LAV If you do riaprovide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: General Erosion prevention 'CC — Water Sewer ./ 7 740 , Storm water 1. Road /Parking /Access A. Total lmprovements iip-O 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. 70 C. 2.0% of amount over $100,0 ,00, but less than $200,000 of A. s'O. 1.5% of amount over $200,000 of A. 4. TOTAL Pls' N : REVIEW FEE (B +C +D) $ I OS. & (4) 5. GRADING Plan Review and Permit Fees $ Enter total excavation volume I/D h cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. 1 $250 (1) qs ( TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION • (1+4+5) $ 3 5 O 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. UKWILA 2004 ENTER to444 1 • :;;u:d:�tsirc'14. QUANTITY IN CUBIC YARDS s. RATE 50 or less $23.50 . 1 : 51 -100 $37.00 ' 10 'rT`') 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 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1" 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) . . 4. ,$2.50 2 -1 (10 %) '11$1.00 0 -1 $0.00 6. Permit Issuance /Inspection Fee (B +C +D) 7. Pavement Mitigation Fee The pavement mitigation fee compensates the City for the reduced life span due to removal of 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 p C *3 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. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 2 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW ma ac lust estimated fees 1/4:4 x $ (7) $ (8) Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 BULLETIN A2 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) C. Water Meter - Permanent* D. Water Meter - Water only* E. Water Meter - Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ (9) N O 10. ADDITIONAL FEES uj A. Allentown Water (Ordinance 1777) $ 2 B. Allentown Sewer (Ordinance 1777) $ u_ 4( C. Ryan Hill Water (Ordinance 1777) $ i a D . Special Connection (TMC Title 14) $ F— i E. Duwamish $ z p_ F. Storm Drainage Mitigation $ i z G. Other Fees $ • L Total A through G $ (10) o 0 O N O I- �° _o DUE WHEN PERMIT IS ISSUED (6 +7+8+9 +10) $ 12 $ 1 -- O ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE Lii z co O �' This fee includes two inspection visits per required inspection. Additional inspections (visits) • z attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. 3 Olt17y� / sta::S ;u 4»a tu: E1acJJa.;K.:t:n z i re 2 6 � 0 U) o: z RECEIPT .I_ Z re w Parcel No.: 0042000088 Permit Number: D04 -461 6 o Address: 4302 S 150 ST TUKW Status: APPROVED to 0 Suite No: Applied Date: 12/28/2004 w = Applicant: MCLEAN RESIDENCE Issue Date: N 1 w O Receipt No.: R05 -00649 Payment Amount: 2,260.24 u- co Initials: LAW Payment Date: 05/09/2005 11:13 AM I uJ User ID: 1630 Balance: $0.00 z I F- O z I— 0� O N . 0 1-- w W H U '. Type Method Description Amount tL ri Payment Check 1012 2,260.24 U N t= _ O Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 HOMES BY MCLEAN LLC BUILDING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/342.400 000/342.400 000/386.904 2,127.24 23.50 105.00 4.50 Total: 2,260.24 2981 05/10 9716 TOTAL. 4926.92 Printed: 05 -09 -2005 z ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z RECEIPT 1 Z re w Parcel No.: 0042000088 Permit Number: D04 -461 6 D Address: 4302 S 150 ST TUKW Status: ISSUED u) 0 Suite No: Applied Date: 12/28/2004 w Applicant: MCLEAN RESIDENCE Issue Date: 05/09/2005 -' i._ u) O . Ili g J Receipt No.: R05 -01507 Payment Amount: 58.00 u_ N O Initials: 3EM Payment Date: 10/12/2005 12:11 PM i w User ID: 1165 Balance: $0.00 z - . 1- O ZI- : Payee: CARPENTERS FINE BUILDING v w O F- LU w TRANSACTION LIST: H �? Type Method Description Amount !L ~ O z Payment Check 1140 58.00 U N` H H O BUILDING INVESTIGATION Account Code Current Pmts 000/322.800 58.00 Total: 58.00 B1.36 10/13 9716 TOTAL. 5E3.00 Printed: 10 -12 -2005 z Parcel No.: Address: Suite No: Applicant: Receipt No.: • Initials: User ID: Payee: Payment ACCOUNT ITEM LIST: Description doc: Receipt " Th City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 0042000088 4302 S 150 ST TUKW MCLEAN RESIDENCE R04-01731 BLH ADMIN SDM CONSULTING TRANSACTION LIST: Type Method Check 3226 PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW Description RECEIPT Account Code 000/345.830 000/322.100 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,737.71 Current Pmts 1,382.71 250.00 105.00 Total: 1,737.71 D04-461 PENDING 12/28/2004 1,737.71 12/2812004 12:26 PM $2,260.24 Printed: 12-28-2004 Projecl; No-ii-tvAi I. C Type ofjspection: i 1-1 vq 4 ( Address: I A 3 02 6 . s Date Called: Special Instructions: Date Wanted: a.m. oS 12106' P.m. Requester: Phone No: (9.456- 9 ' .. . , . • • ' • INSPECTION RECORD Retain a copy with permit t INSPECTIOt NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431 -36 Approved per applicable codes. Corrections required prior to approval. COMMENTS: e t4• e vv-‘ 1F+ I Al Pt / Insp cto (AAA-4A> *),( ^64.4. $5§.00 REINSPECTION FE REQUIRED. IHor to inspection, fee must be p9id at 6300 Southcenter Blvd., Suite 1 . Call to sechedule reinspection. R gelpt No.: Date: 1 — I Date: 1 - . Project: 13e5. m Lean Type of Inspection: e PE5c LA — rF,S i Date Called: 1 -- 1 1 -06 Address: 5 5t Special Instructions: Date Wanted: — 12. .. Requester: ......— Jim 5olifil Phone No: Z 5 3 - 5o8 - 0545 - INSPECTION RECORD Retain a copy with permit Doif-11-bi INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2O6)431-367O PERMIT NO. Approved per applicable codes. Corrections required prior to approval. COMMENTS: r(ht‘A c tedv. dojos- ,Gt-,e,f g, Inspector: Date: $58.00 REINSPECTION FEE REQUIRED: Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: a. COMMENTS: P.,-e-,. I D (CA I IJ C—, -- A 2 a•./ P ,--1 t\--t ■ f.) k 0(.›.0)/Gis —A?picr./44 - Date Wanted: a.m. t — Ca — 0 do P. Requester: �� • Phone No: �^ H2OL QqZ _�10-1 Z 1 Project: onO I- A 1J P.,-e-,. Type of Inspection: Address: H3a2 C A- - t5° - Date Called: 1 — o � Special Instructions: Date Wanted: a.m. t — Ca — 0 do P. Requester: �� • Phone No: �^ H2OL QqZ _�10-1 Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE' T • 2.6)431 -367 Approved per applicable codes. El Corrections required prior to approval. Insp � - } 7.00 REINSPECTIO FEE REQUIRED. id at 6300 Southcenter Blvd., Suite 10 Date: rior to inspection, fee must be CaII to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: ..ce-14-escA 54: Address: 1 W 3 02 S • k 5 S-r- i 1 00A-- i S. - A + 2 ae l % a.m. Requester: 4 e - .r i '1 - 0 1 Project: ()1 0. L An) R S Type of Inspection: ..ce-14-escA 54: Address: 1 W 3 02 S • k 5 S-r- Date Called: I -- t\ — 0 ( Special Instructions: Date Wanted: a.m. Requester: Phone No: a.0(,; cq Z t j INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 bw-Li bi IT NO. (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. Insp : a CA Jr". . cam► Date: -- IZ —o(-, $5.00 REINSPECT ON FE REQUIRED. Pr or to inspection, fee must be d at 6300 Southcenter BI •., Suite 100) Ca,, to sechedule reinspection. Receipt No.: Date: 4 Project* C-1611111 TyAe - i r Date Called: / i 1 b *4:4'' ..- Add ess: - 4 "- --() S.' 15 31 Specfafl4Pucas: , Crate Wanted: t . - l a 3 .m : 7 r Requester: A t k, (j/D5 Pho ....0 5 (11 R P-E W INSPECTION NO. proved per applicable codes. • INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING .DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98 8/ / 6y01001 Corrections required prior to approv:at Ctl i $58.00 REINPECTION FEELREQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: o ;476(7.\. &fit/ hi,14 •.• Inspector: Date: It Proje t � /J J / / /� 'Typ f Inspection: /�J /��j 4 Ad a s: A.,4 Date Called: Special Instructions: Date Wanted: 11' - - -~,� a, r• ml. Requester: 1 Phone No: (Z 53 .5 © SVS Za INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 CO IG1 M ENTS: Approved per applicable codes. uvvd dSs; 34 u .wu�w`:iie��+asa'.4nW,�C%a�a}G9 't`.+ � � isRs�;Raa'rf`ui i .: Corrections required prior to approval. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to secherute reinspection. Receipt No.: Date: • :∎)∎i ili# r {.'�FJ f. .7.m.�c1:.7' .5.`r7,'ti..'- :.:F�%�.�+r:" - i.•• �eF S .I , ^ >.,.. li.. v: II COMMENTS: j) ,:--, ,,,e___ , "..4 AnAeal 1 5 '1-7 41 -X ) Orr, / 15 -b \cr.. Date Calle -.6. A ...e.d A tr 4 -1 t,117/1 (a.m. c) m e 4,.., , /,:e</ l'e /0 ---1)' P s No: . 51)g — DA c 04 7 4 7 5 4 .,,-„,, .., 1 F 11,0,4, Type of,inspection: r 1-64- n AlleTb 42 5 , 15 -b \cr.. Date Calle 44 0 5 Special Instructions: Date Wanted: /05 vD (a.m. Requester: k l4 P s No: . 51)g — DA c • .; INSPEC ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 981 88 Approved per applicable codes. Date: / °-3 I- LJ $5 .00 REINSPECTRIFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. !Receipt No.: INSPECTION RECORD Retain a copy with permit tv:t1.10- . ' Ir r ..f7 7M r t - 'rt t . "': : rr " • , • . Fj Corrections required prior to approval. Date: ' • ' '•• • '• ve.tt,.' • ). • (206)431-3670 COMMENTS: ) :( _ c3e, ,...," / Type of Inspection: • 1 i twitiltni.7f ki Address: qW2.. S f S Date Called: /0/2+ Date Wanted: cm i0/2- Pair: Special Instructions: Requester: ez if s 7 , fr,i--) Z.....4_ 27 ,- 4e.._,/ .../ . " r 4 ,, A<dee, S - ,/,//s p:7 4, 4 r lc_ ,y ,/ ,, /4 -?, 4' e', 14 71 c. 444-r," ei./ Gp ) ' 7 i-lfri- Project: A /16 - Cl,ea,o , 0 ' s Type of Inspection: • 1 i twitiltni.7f ki Address: qW2.. S f S Date Called: /0/2+ Date Wanted: cm i0/2- Pair: Special Instructions: Requester: ez if s Phone No: 2-S 57)3 OS • .• INSPECT N NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Poq 61(€7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 Corrections required prior to approval. Inspector: Date: REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be palciit 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: •• • • •••••,• -• • • • • • Project: AV/ 010 Type of Inspection:_ tYa Iv t ht. Date Called: Yek Address: - 0 4 // S 167) c Special Instructions: Date Wanted: a.m. Requester: C `f.01 1- Phone No: 2- 2 , INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 El Approved per applicable codes. (sq Corrections required prior to approval. Date: 7 id /2 REINSPECTION FE REQUIRED. Pripcto inspection, fee must be / paid at 6300 Southcenter Blvd., Suite 109(Call to schedule reinspection. spec Receipt No.: f. 'Date: A • Prgj a � n w Type of Inspecfior( cW A r : Date Called: ' i op.,5 O*5 Special Instructions: Date Wanted: / o �1 /os-' - m Requester: ✓ , /_ Phone No: - 1)0g - t/( 0 1 INSPECTION RECORD Retain a copy with permit INSPEC•ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Approved per applicable codes. C E4Corrections required prior to approval. COMMENTS: a; -Y41 Date: l Ins DeCto : //4„4/1, 8.00 REINSPEC ION FEE REQD. Prior to inspection, fee must be paid at 6300 South enter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Pro,- ct: 1 Type of,nspection: it.‘li f Ad : .41 Z A _ Atest 5 ' 15 Si _ D. e Called: / //05- Spec`al Instructions: Date Wanted: )0/46'— P.m: Requester Dicn i1?- Phone No: dS3- 5ag ' COMMENTS: Inspector: Date: / r7 $58.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: / INSPECTION RECORD Retain a copy with permit Approved per applicable codes. PERMIT NO. PoLi rL141 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 EJ Corrections required prior to approval. 1 1— z Lu 2 6 —J • 0 co a co w UJ • u_ w 0 2 :J u. w z l-0 Z uj :3 D 0 u) 0 -- C) F- U UJ 0 E- L I 0 P 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Approved per applicable codes. 1 Receipt No.: Date: COMMENTS: I d r 0- 13.--dY Corrections required prior to approval. El $58.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be L-1 paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. • • r ' r Retain a copy with permit INSPECTION RECORD I 'V L KO • ‘f • ' INSPE ION NO. PERMIT NO. (206)431-3670 ' • „ ■14Vk41.1.44.:4'.'g'i4146}414tAiriv. As2‘2 . Type of Inspection: , n ,u SI z(. 604 I ( -ii Address: L-3 Do 5- /5 S-1 , Date Call d: I 0 i (Z*1 05 Spedal Instructions: Date Wanted: / OP 13 Requester: ., . Phone No 1 3 S — 56 -o5Y5 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Approved per applicable codes. 1 Receipt No.: Date: COMMENTS: I d r 0- 13.--dY Corrections required prior to approval. El $58.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be L-1 paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. • • r ' r Retain a copy with permit INSPECTION RECORD I 'V L KO • ‘f • ' INSPE ION NO. PERMIT NO. (206)431-3670 ' • „ ■14Vk41.1.44.:4'.'g'i4146}414tAiriv. COMMENT ` ) -2,' ?� 1) 5./ii--e /'p 4. /47.1 /2-7f A 1 .-- P-7 -Li 4 /a /7 7 '. L.-) F-- --,- ' d 72 ey / ' 7 f /..7 . _ A 9 L- -- i',01 ."--A c 11' 1, 4" , S cial Instruttidns: - /0„ -d- 'P €- T01- /1_,-_, I D( 2 h li /'(l2 i7 , _5 <6y- r/f ' _ 5 c4 S /iii .I,/7 / /�/ 2-414/ A 4x.p... d a h U c,, �!!d ki " . .. ' 5h-zip /7. - 1 64ezi s ., 6 p s .,4/4 g i 4. i4,,,r,. ) / 4%(1) i / r /L ter Pr jec i , „ 1 � M J ' of I s e t' n: a 1 ! /\ t res 2 • 1 c �� Date Called: �� te S cial Instruttidns: Date Wanted) V , / /0,..- (ra.m. Requeste t 1 al ffiliii-hr PhoMe — INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431" -3670 El Approved per applicable codes. Inspector: Date: Corrections required prior to approval. $58.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: kcv try rete , Cat?/4) 9t s Project: Ylst!_! .,.erg.- J e.Q . Type of Inspection: • &Oat 1 12.iJ Address: 70 a.. ' , /5 J + Date Called:( l Ca S`' Special Instructions: Date Wante • 1 5 Requ ster: ell a /� &. one o Z� _ os 1 INSPECTION RECORD Retain a copy with permit INSPECT! NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 31 670 Approved per applicable codes. 1 Corrections required prior to approval. COMMENTS: Receipt No.: 61- 77 c" )c/(', e ie n /,o ` rho A, 21-0 Date: Date: 6 0 I�EE.REQU RED. Prior to i spection, fee must be did at 6300 Southcenter Blvd., S uite 100 Cal o sechedute reinspection. Proj ct: k (I, Milli MO ' Type51_ spection: ii_v_ii gi j Add2sso..2. 3 0 - ' idaSfr' Date Cal ed: 1 ar SpecjInstructions: • Date Wanted: Requester: \ 79 , Al ,.) r i f hone Na 5 cog —D5q5 • INSPECTION RECORD " Retain a copy with permit INSPECTN NO. PEEWIT! CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 COMMENTS: 1 ) Fto7-7 1 :-.07AeAzdel /4// -e 42 y' 9 1,- 4' Approved per applicable codes. Corrections required prior to approval. 1 $58.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: it Pr ° C ec : � Ll ) y A duo , , Type of Inspection e tc,/ s 4' Addr s Date Called. 1 h t . 1- :::: „ ., Special Instructions: ,.,.... ( ft:iic: )., Date Wanted: It3 a.m. C./S (p.m: Requesier: * .e. e ._ t* __...._3) g . /....... INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT' CITY OF TUKWILA BUILDING DIVISION -' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 p oq - q c.o COMMENTS: Inspector: Date:? r o — Q - 'pproved per applicable codes. Corrections required prior to approval. El $58.00 R INSPECTION FV REQUIREb. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: !Date: tjer- ;iR:4:�G�r��:n.k"w:;+r � )`✓aka; Pro'ect: A4 . T Kr C {� 4(L4 ot es �' ress: �y Date Called: inti Special Instructions: Date Wanted: // d ( i ' / P.m. a.m. p.m. Requester! / C.' .� Phone NR: ' � g - bS INSPECTION RECORD L{Le PER l INSPE ION NO. Retain a copy with permit t) ,,. N •. S bi CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)43 1 -3670 Approved per applicable codes. .Corrections required prior to approval. COMMENTS: - r - O rece Inspec /�•v�� -�5. I --) , cw J Date: 8-2 $5 .00 REINSPECTION F REQUIRED. for to inspection, fee must be p id at 6300 Southcenter B vd., Suite 1 Call to sechedule reinspection. eipt No.: Date: COMMENTS: Type of Inspection: C T,# Addrg_s 1 .r A Date Called: ip ik Nc all' Date Wanted: a.m. p.m. i_.,1 -.,.,, 4 4...44 / A.Lza A . . A. , o 'C/I hho o / Y /� ....1j _ 1 / . �1 Jr' . ,6 12, 11 ' / J.. / 14.1 44 , A f ?., 77 (/ J ve,A 1 , P24 � y %h.6? ad4 - J ( edy c/)-7i /l! Project �j Type of Inspection: C T,# Addrg_s 1 .r A Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 17 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project '' "(- i ,..) Type drl spec ion: `% Address: 5 /56' 5 - Date Called: v g h �- Special Instructions: Date Wanted: k a � p.m. Requester: Phone No' 2-53- 5art- G - 5 5 /5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 4 : :...• "' Approved per applicable codes. .40"„ COMMENTS: Receipt No.: INSPECTION RECORD Retain a copy with permit Date: Mg- Lift I 6300 Southfent Blvd., #100, Tukwila, WA 88 � � , :t; 6 3 6 7 0 Corrections required prior to approval. $58.00 REINSPECTI0 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 7L COMMENTS: �e t k Type of ns�e { /cti/oI /n /V\) /`,/(,� l 4r-1t/&u•, 171-2 (Or0--,/ 2— i 0.-- r...- "X,. e/e-e.4-7 '9> ( t 0 ) Ai-7 C44:7/ - 4e / " -7Z-- rr r-����r AZ-.1 // // 5-, 3) 7",;,- ,a, / i -7" A4,,,,,r� . y 1 ( t �`� n ,/ kii ,.,, i 3 - 1 t "ten '• C L e 1 .1) 3 ; n / guy - A ,- 04 A l t3 'h ki - 7'" , 4 P �e t k Type of ns�e { /cti/oI /n /V\) /`,/(,� Add ess: Date Called: '9> ( t 0 S ec ial Instructitfns: p Date Wanted: d5 F Requester: , /_ Pri IZ: qe8 g .....cg --)" INSPEC1`ION NO. Approved per applicable codes. Inspector: I?, Zc__ Y INSPECTION RECORD Retain a copy with permit ut Date: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. $58.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: ) • COMMENTS: i ) Type of Inspection: y 7/5/e) /� 5 1 ). , . �- (,!.?i-e (P / G',i,(.tr-st,-i S . ! i ,k) iqi dc K 11::1-0-1,,, C . CA.), 7 # if J I C 71. 4`) .5 n Ct 0 ,4 . . Special Instructions: Date Wanted: ! 1° a.m. p.m. Requester: �' �(,;,; 4 41747. � /5 '.J, Phone No: 0 7 , f , , , .2 r {1 7' ,z,_ .• -"/ (L) A?, , 1.4.1. -ii:ta. � s/r : C �., 4 -J _ , • , c,, <1 . 1 .• '4r _..y(r LA i A 1 . , - _ . 1 . . F r' %•i !Y .f.Q_r' e i i .. . f s . (!f lit { ' Y i if (.1,11-., t1&4 . Project: i ) Type of Inspection: y Ad ress: l-/;):Z- A. s• /so Si! Date Called: ?No 3' Special Instructions: Date Wanted: ! 1° a.m. p.m. Requester: �' �(,;,; 4 41747. � /5 '.J, Phone No: Receipt No.: Date: b - '�/ 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. El Corrections required prior to approval. Inspector: 6Ad Date: 1 76 zio $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. P ect: //�� �L �� %.0, ype Inspection: ,. TY CI .1Gr' . .D4l. Ad ess: 0 �/ Date Ca ed: Special structions: Date Wanted: -a56- a.m p.m. Reques e�a Pho a No: 1 /.� _ (. / -/95 7 3 INSPECTION RECORD Retain a copy with permit INSPEETION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT N Nt.,. pproved per applicable codes. El Corrections required prior to approval. $58.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 670 COMMENTS: 0v' 1, Date` Receipt No.: 'Date: COMIVIiENTS:, CD roellAr (; 4,9,a/zeive (I ' Ad . I sy yj ao pate t-ervAid,+/ — _2.-) Special Instructions: :P/ el:4 Caf20( \ Li L d1/4 Date Wanted: , I , Le 0 I -.., Requester: .VC/3 , 1 . .. Pro ect: i Type ofMection: ,yi tat), Ad . I sy yj ao pate Called: Special Instructions: :P/ el:4 Caf20( \ Li L d1/4 Date Wanted: , I , Le 0 I \ r6 a • Requester: .VC/3 Phone 3 9 s „ oice 5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Approved per applicable codes. pecto INSPECTION RECORD Retain a copy with permit (206)431-3670 El Corrections required prior to approval. .00 REINSPECTION FEE REQUIRE . Prior to inspection, fee must be paid at 6300 Southcen er Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 7 • •, • • • . • •roject: 14 1 4 ■1•Ii.........a.411111 4 Type-of Inspection: i Address: q- 3 CQ 5 • LSD -.9 Date Called: 7_ CS Special Instructions: II" JO ' Date Wanted: cs „.. A Requester: r ....., Wit' Pr/N ‘ ;;;,--g_ o ic • Yeo•tta$44io... \ • , INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERM (206 431-3670 EJ Corrections required prior to approval. COMMENTS: 04-0( Receipt No.: Date: ° 7 a 8.00 REINSPECTIO FEE REQUIRED. Pricir to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Date: Project: • Q L-( Type of I spection: Co - A dress: 3 az . I a) r - Date CaII d: t.∎ ' to s' , S Spe 'al Instructions: Date Wanted: 1 � f a.m: ).q/a) CPS Requester: r-, Z")11 Phone No: ±,� w WI L 3 J INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. COMMENTS: 1144" • .1; r: an...�t..� 1 58.00 REINSPECTIO aid at 6300 Southce INSPECTION RECORD Retain a copy with permit Dap: o— 'L5 Corrections required prior to approval. FEE REQUIRED. Plor to inspection, fee must be ter Blvd., Suite 1d0. Call to sechedule reinspection. Receipt No.: Date: Project: r211 Type of Inspection: �� ' 4 Address: Date Called: Special Instructions: r , f'/ - �° .- C - —° Date Wanted: ;m; 6 0 ( Requester: Lr_c7 7 T Al6, /.�./ f Phone No: rr�� /' 7 S—.1 "'G^f T 7 ^T .f ?. E 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 20•)4 1 -3670 Corrections required prior to approval. AIL Al . ,A1•I`�r Date: COMMENTS: Pei ;»2t - pc,/, e 7 Iy''t r / r2A -ice' ri $58.00 REINSPECTION FEE ' QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: f � ) A., i t.-e-- t / : - . ,,.../". e /0 e.?/,-7- Date Called: �- _ ' - 0 s Special 1 ,structions: tom 1 rD : a j .. - re - -' R'. c:fr- .. Date Wanted: 4s1,113-- ` / d - G� f p.m. Requeste r' Phone No X5 3J�f -G 7 0"� .Y`P. -- i -c e.' AP/2 <Q . -- .I-* e ,. Project: „e7;•••.” .. f � Type of Inspecti : 1 Address: , y -°0: ,.., r sd ' S Date Called: �- _ ' - 0 s Special 1 ,structions: tom 1 rD : a j .. - re - -' R'. c:fr- .. Date Wanted: 4s1,113-- ` / d - G� f p.m. Requeste r' Phone No X5 3J�f -G INSPECTIO N O. CITY OF TUKWILA BUILDING DIVISION ,6300 Southcenter ly d., #'1.00, Tukwila; WA 98188 Approved per applicable codes. Receipt No.: INSPECTION RECORD Retain a copy with permit Date: Corrections required prior to approval. El $58.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Project: )71( A6/ ` ►rf�� 1 � e Type of Inspection: e -Cc-4n Address: yg.na c5 ) o se Date Called: 05/13 /05' Special Instructions: Date Wanted: �/0 05J 3 a.m. p.m. Requester: St6 Phone No: INSPECTION NO. El Approved per applicable codes. Receipt No.: INSPECTION RECORD Retain a copy with permit Do PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: •. r .(1 z,6 �C Inspector: 64I Date: 5113 /,s— El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Projeq `/ /L_ , .- 6/'-a / s1� ( /-e(- Type of Inspection: /j' —i'Cr )U Address: - /.3U Sd. /5 75 Date Called: 5 Special Instructions: � � ele .5,0- 1 /U /9-647, LPG, Date Wanted: �,, - /2-0 - L p.m. Requester: c -, �) Co # 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 D - I - 6( (206)431 -3670 Corrections required prior to approval. COMMENTS: Inspe • or: 1 '1,( Re•ein No.: Date: 00 REINSPECTION F REQUIRED. Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Date: City of Tukwila Fire Department Project Name 7 I 40/1 e- Address 1 /30 Z. S / 4- S 7 Retain current inspection schedule Needs shift inspection Approved without correction notice 7 Approved with correction notice issued Sprinklers: 1265. , Y5 7 Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Occupancy Type: Final Approval Frm TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Aut orized Signature Date Permit No. DO / Lf 6 l og Suite # Rev. 5/2/03 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT . MITCHELL ENGINEERING INC. A 4 L; D L. oat° itty- leap - ` '' F'(4 i PLY- - I ‘ 4t2., : 35 17 .��,,.r....., b) wA Ll-� - 2 to r� ‘..4' = 13 IL ,.f THESE CALCULATIONS ARE COPYRIGHTED AND MAY NOT B E COPIED WITHOUT THE WRITTEN F'E ;i:11SSION OF MITCHELL EiVZ:N ::: o, Ifuc. USE OF THESE CALCULATIONS IS LIMITED TO A SPECIFIC PROJECT FOR PERSCNS NAMED HEREON FOR THE CONSTRUCTION OF CNE BUILDING. ANY OTHER USE OR REUSE IS STRICTLY PROHIt3- ITED WITHOUT THE WRITTEN CONSENT FROM MITCHELL ENGINEERING, INC. PREPARED BY 1 DATE 1 LATik44 2- 1 5r3a - ( 9-&A)r-1 2 4. LATAL 9 4,44 7 FILE COpy PROJECT 12 = 11 Tr L AJ e i40.1.61 - SIM. for 4-e LITJ 10 Gnu"? 17416•41.4,tivG. Agc-411 J t 2535 SUBJECT 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 2€ i & - (• ,1- I4 - ;14r. REVIEWED FOR CODE COMPLIANCE A ni t,Drum') JAN 2 8 Z005 at Tui <wil� fi L. prNOf Gr °zvjSHION CITY OF TUKWILA DEC 2 8 2004 PERMIT CENTER atO 4%4 /44 ( \),9(J LJ 45 1 ' SHEET NO .i OF?� NO. 04 - -6o *5 T 'rG ` c ►J L - . 2, w F 1% 414, 4,�L.2-1121;:k1 � � e 2$ ',L6 w14AA 4". IN 4;4E0- °34;4 4" IMPAMMOM04110.00109141,040.0of troop* 274 i1 '2 ag72A It T, l�' te #I�- 22 5 - / G3 404 1 - (-10 AL 77 k A 4 7-711.&04L s S 11o1.�L..c 6" /hd ,4r Az- 5''i,1 IL /Alz G Tio,L,16, z _1- �F- W $.1 00 co 0 W= (A F-. LL W O 2 J 1 W Z � I- 0 W ~ W U c N 0 WW F =- H UL o W L U = O Z ■■•■•■11. 4 - t ff-3 27, Joig: IAJALL &,) NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARIHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. MITCHELL ENGINEERING INC. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 �- r.- - 1, 2 - , V (1.2.,A-99. /4,g) E 7 4 - 1LoL,1— t4.1 14 �tL 9 I a t<IL 4Fr- - g ' = 3et' _ '23. 10' -+- Sisi Q�IRLs� Ftx P IA 2 — 3 fI S�lS _ ��115 d� � -� - Wk= 12 5 rt 1= I - 2cb.//2 — - f125f `- 4'7.2s/22/425r V1-1 2,4/# /674=7)b7 7 f=f--2 PREPARED BY PROJECT SHEET NO OF DATE 7 ! ` v 44 2Alari —1. - 4 [4 ,9rt P - 640 z--4 SUBJECT JOB NO O¢ ��'�� MITCHELL ENGINEERING INC. Gi.44 D (� � — I - 4 C��c� 4/i.� — f2a5I� � W4— 4/I'27F— r1-4 G1414 LA:2 eke.-1Ak 4 .1 -405. 2/,0--iq.4. 2 \ _ �.�' '_ 2.�4�/ f�T 6- 2 ',� 4 �� y� :3140-109-4- 145 -4n 9* Lo` 7 4 l 5a = �J = 3G, - �°- PREPARED BY DATE 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 PROJECT 2 ' S 3 � SHEET NO. (p OF SUBJECT JOB NO. T _‘ z w U co 0 W J I- U) w w O 2 u. J — d Lu Z � z O U(;) O N W W H -. u" O i ..Z = , O z MITCHELL ENGINEERING INC. AL 1 Dik.51z GQ -rwe-IA: VQ14c1 Tv.). 1,3b r 14 d z) f # - - - I.4 tP; 14W---r - DATE PREPARED BY 1 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 I ; i.1 TA4;L PPr- Cr- z- fro (ie ) ILIA 56.aT L AcdL,4TL?frL a- '55.=112 S1.p,5 , , str CL - A 9 tj 4 s 7.2-AL 12.6i00,-15a r - cis s,, .. ,.) ✓ �► 1-1Ip • 9t41 CAT .4 ( - 'b' Co ' 1►-i t 7 -4Lj °5'r r1 - ,' � 1 -1 Li JA L� ' 1. � 5 w�.1 � a.Ag - ••/= (I, 2t5D P.- [Not- , . *151-il� 1 c t.FF. CC5 9 vi..51.41,:, ka=itfrii.4 fAczog, — tal:c.P [,.7) Ap4AVti5 ed-or....11-146. L.,sk....1 - " 5),.4rtiphfi,,=1" . —I )L55 = i I,25 =1.25 S, --r S > 1,25 — o .�S b 3 i •T5 - Da9D ' 4 4 , a 5 i r . . - . 2 5 & 3 / ' S = o' 14 j PROJECT fe414 Z G35 SHEET NO. 1 OF C74 -40 SUBJECT JOB NO. SHEAR WALL SCHEDULE Shear Nail Spacing . Wall Nail Top/Btm. Blocking Hem -Fir #2 Designation Size Edges Studs Plate Req'd #/Ft G2 -4 6d 4" 4" 4" No 250 P1-6 8d 6" 12" 6" Yes 210 P1-4 8d 4" 12" 4" Yes 310 P1-3 8d 3" 12" 3" Yes 400 P2-3 8d 3" . 12" 3" Yes 800 Shear Wall Notes 1. G2 - Gypsum wallboard two sides . P1 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on one side of wall. . P2 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on each side of wall. 2. For P1 -3 & P2 -3 shear walls use 3x studs at adjoining panel edges. . 3. Nails shall be 8d common. 4. Where plywood is 2 sides of wall, joints shall fall on separate studs each side. 5. All panel edges blocked with 2 -inch nominal framing for P1 -6 & P1 -4 shear walls, P1-3 and P2 -3 shear walls require 3x framing members at panel edges. Install panels either horizontally or vertically for plywood or A.P.A. rated sheathing, gypsum shear walls shall be installed with the sheets running horizontally. Space nails @ 12 inches on center @ intermediate supports. 6. 5/8" diameter anchor bolts shall be 10 inches long spaced a maximum of 24 inches on center. 3/4" diameter anchor bolts shall be 12 inches long spaced a maximum of 24 inches on center. Plate washers on anchor bolts shall be .2 '' 2 '' 3/ y' r Anihern to be galvanized or stainless steel. bolt .1 washers 7. Refer to plans and sections for anchor bolt sizes, spacing, plates nailing etc. n> eel-34- P2 -3 5 1.-ItgAle- tNALL AT AciJ ?I J16L1'i R► -hrg.L ,4+.4c` l- jlJai 5 [ 11 °5 I l j'i 1--1/41.C. 4.. �I/�4�� ► � 114, Jar& C i�� v� S �G 1"14 Lt 2 .34.)e,". 4, ) Ji l �- r � �. 1 1�Vu � � M �Q L !�� � �o S � � 5 �F Gv, L L �Wc� >�5 I-4ALL ALL 1 12ATk � J 844.14 IJ E �r NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT 1S DUE TO THE QUALITY OF THE DOCUMENT. STRUCTURAL NOTES CODE: DESIGN IS IN ACCORDANCE WITH THE 2003 INTERNATIONAL BUILDING CODE (I.B.C.) / INTERNATIONAL RESIDENTIAL CODE (I.R.C.) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS: LATERAL WIND SEISMIC PER ZONE D b( al � � 0 6 Th STRUCTURAL TIMBER: ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN \-1., 4\ LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. ALL EXPOSURE B; 85 MPH FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1' -6" BELOW ADJACENT EXTERIOR FINISHED GRADE. CAST -IN -PLACE CONCRETE: F'c = 2,500 PSI @ 28 DAYS. MINIMUM 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6 -3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1 -1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 1NCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER UNLESS NOTED OTHERWISE ON THE PLANS. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 6 INCHES OF EACH END OF THE SILL PLATE. STRUCTURAL LUMBER SHALL BE AS NOTED BELOW / 2 ( STUDS ' 2X FLOOR & ROOF JOIST 4X BEAMS 6X BEAMS COLUMNS LUMBER NOT NOTED HEM -FIR #2 Fb = 850 PSI HEM -FIR #2 Fb = 850 PSI DOUG - FIR/LARCH #2 Fb = 875 PSI DOUG - FIR/LARCH #2 Fb = 850 PSI DOUG - FIR/LARCH #2 Fb = 875 PSI DOUG - FIR/LARCH #2 Fb = 850 PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A -307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDMENT INTO Q5 ?, .e / ' 574Ll. 11-:1 /�s i2VA7 .% Tg6 Ala / . -5/441-5/441-Z. z5k T • fa 7A �' �i�dr, - , G �T 31113 • CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH I.B.C. SCHEDULE. FLOOR SHEATHING: SHEATHING SHALL BE 3/4 INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 10d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING: SHEATHING SHALL BE 7/16" A.P.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. WALL SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. PRE - MANUFACTURED ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS- FIR/LARCH OR HEM -FIR. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. SUBMIT TRUSS SHOP DRAWINGS TO MITCHELL ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OF THE TRUSSES. SPECIAL CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. to FRAMING 4 FOUNDATION DIMENSION SHE WA PER PLAN 4 FINISH PER ELEVATION OVER 15 LB. BUILDING PAPER OVER SHEATHING PER PLAN Z - FLASHING O 8' MIN. WOOD TO GGRADE 1 (I) #4 BAR CONT. MAX 6" ' 11 BELOW TOP OF FND. WAL Co 5" CLR. 4" DIA PERF. FOUNDATION DRAIN N. TIGHTLINE \\ i _ STORM DRAIN/ i./ p p IF REQUIRED • lw BAR VERTICAL ®16" O.G. ' :•• \/`4 HORIZONTAL ®16" O•G. • L1 4 7 e r' • • 4.• .• •, .4 • • 4, 4"4 8" )f 4" if Su GARAGE 1 N . WALL &-T 2x STUDS PER PLAN MUDSILL / A. BOLTS PER FOUNDATION PLAN CAD Details / MITCHELL / Slab on Grade / J. 8 inch garage fnd 4" GONG. SLAB OVER 6 MIL. BLACK V. B. OVER 4" GRANULAR FILL • • • y • • �. M . .. f:•r `.:cif 'j • ' :/. ••.i -t• •�\ i (2) #4 BAR CONTINUOUS SCALE : I" = 1' -0" 41" FRAMING 4 FOUNDATION DIMENSION SCHEDULEL PER PLAN FINISH PER ELEVATION OVER 15 LB. BUILDING PAPER OVER SHEATHING PER PLAN 16d @ 4" O.G. Z - FLASHING WOOD TRIM OPTIONAL ' MIN. 71 A L 5" CLR. I6d TOE -NAIL 6" O.G. I ftWAWAS F . JS TS. PER PLAN fM - 4" DIA PERF. FOUNDATION DRAIN (I) #4 BAR GONT • MAX. 6" BELOW • TOP OF FND WALL - Xw� , / / \� \ / / �7/ / . 4v tL TIGHTLINE\ \ „ d�C STORM \�� / • • . #4 BAR �YERTI GAL 16 O.G. O ' IIFRREQUIRED��/ HORIZONTAL I6 O.G. 6 MIL. BLAGK V, B. 1. :•• II • . i Nam % ' 11 • I I •1 .4 8" PND. YVALL CAD Details / MITCHELL / Crawl Space / B. 8 inch fnd wall 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN S/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED MUDSILL / A. BOLTS PER FOUNDATION PLAN n' ... < .4\ /.\ /.\ /.\ /• • • :'d,' (2) #4 BAR CONTINUOUS L 4")( S" 4 ",I7 SCALE : 1 N ...I,, = ILOII 4 1 1 FRAMING 4 FOUNDATION DIMENSION • S WA PER PLAN FINISH PER ELEVATION OVER 15 LB. BUILDING PAPER OVER SHEATHING PER PLAN I6d ® 4" D.G. Z - FLASHING OPTIONAL 8' ' MIN I6d TOE -NAIL ® 6" O.G. f /4aL STORM \ w L I N\ (1) *4 BAR GONT MAX. 6" BELOW IF TOP OF FND WALL ' • 11 I : : ;, • L�' , N • #4 BAR VERTICAL ®16" D.G. O ; V DRAIN > ` `'' l'". 44 HORIZONTAL ®16" O.G. ,94 I REQUIRED / / � ,. . t , • 6 MIL. BLACK V. B. • N4 4 .. • (2) *4 BAR CONTINUOUS / le 4 y 4 8 y 4 y SCALE : I" 8" FNP. NALL 5" GLR. 4" DIA PERF. FOUNDATION DRAIN INIA WItN&W 1 . 1 ••• • • 41 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 5/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED PER PLAN MUDSILL / A. BOLTS PER FOUNDATION PLAN CAD Details / MITCHELL / Crawl Space / D. 8 inch fnd wall - parallel X N 1 - O " 1- t i -1111 1111111111111 1111 FLR. JSTS. PER PLAN 6" O.G. Ibd TOE -NAIL ICA � •� 2X STUDS PER PLAN BATT INSULATION PER PLAN _GATT INSULATION PER PLAN 5/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED MUDSILL / A. BOLTS PER FOUNDATION PLAN #4 BAR VERTICAL @ 16" O.G. 8 HORIZONTAL @ 16" O.G. 6 MIL. BLACK V. B. 8 it 4" I∎ 8" 4" • j4 FN13. WALL ® GARAGE FRAMING 4 FOUNDATION DIMENSION CAD Details / MITCHELL / Crawl Space / I. 8 inch fnd wall @ garage SHEAR WALL PER PLAN .4 SCHEDULE I6d. @ 4" O.G. - INSTALL 5/8" TYPE 'X' G.W.B. 4" GONG. SLAB OVER 6 MIL. BLACK V.B. OVER 4" GRANULAR FILL .4. `v / (I) #4 BAR CONT. \ \ / /MAX. 6" BELOW TOP t1: . � \ \� \ %FND WALL 3 GLR. \ /• " � . 1 (2) #4 BAR CONTINUOUS • SCALE : " - 1 - O " ,/4 16d @ 6" O.G. DOUBLE JOIST OR BEAM PER PLAN V4ALL TO PARALLEL FLOOR TRANSFER s SHEAR WALL PER PLAN CAD Details / MITCHELL / Wall to Floor / A. shear wall to joists —2x JOISTS (TYP) SCALE 1" = I' -O" Z w 6 JU U 0 . co . = am . W 0 co u.¢ • w Z �. I-0 z � O • N. W W ' —0 Lt; cn F-- ~Z O Z DOUBLE TOP PLATE 8d NAILS O 3" O.G. TO EACH TOP PL INSTALL PLYW OOD VERTICAL STARTING ® DOUBLE TOP PL SHEAR WALL PER PLAN 4 SCHEDULE SIMPSON STHDI4 HOLDOWN w/ (32) I6d NAILS (4) #4 VERTICAL w/ 6" HOOK ® FOOTING 1.. 3 ROWS 8d ®3 O.G. PLYWOOD TO BEAM 8d ®3" O.G. 3x STUDS 3x BLKIG SHEAR PANEL g GARAGE Orx Jko EXTEND BEAM TO END OF SHEAR PANEL 3x TREATED PLATE w/ (3) 3/4" ANCHOR BOLTS w/ 3"x3"xI /4 PLATE WASHER CAD Details / MITCHELL / Lateral Restraint / B. lateral restraint panel SCALE : 1/2" = 11 -0" • SHEAR WALL PER PLAN I ed TOE-NAIL @ 4 1 SHEAR WALL PER PLAN SHEAR TRANSFER c. II CAD Details / MITCHELL / Wall to Wall / A. shear wall floor SCALE " I" = 2x BLOCKING (4) 16d TOE NAIL PER EACH BLOCK SHEAR WALL PER FLAN $ SCHEDULE LATERAL DETAIL ad NAIL @ 4" O.G. PL•WD FLOOR SHEATHING 2x FLOOR JOISTS CAD Details / MITCHELL / Floor to Wall / A. shear floor to wall - perp NO SCALE /5 I6d TOE NAIL 6" O.G. SHEAR WALL PER PLAN 4 SCHEDULE ASS @. 24" O.G. LATERAL DETAIL AI' Sd NAIL @ 4" O.G. FLOOR SHEATHING FLOOR JOISTS PER PLAN CAD Details / MITCHELL / Floor to Wall / D. shear floor to wall - par NO SCALE �1q .5i9EAR WALL PI PLAN 16d a 4" O.G. 8d 0:4" O.G. I6d TOE -NAIL 0 6" O.G. SHEAR WALL PER PLAN SHEAR TRANSFER -A. I CAD Details / MITCHELL / Wall to Wall / H. shear wall floor - par �gGJ 2oc w/ 6 ki/A-tt..5 SCALE : I" F. I'-O" Z = Z . • w J 0 ' O O 111 • = J N U) w w 0 L a • d =w o Z !- O • ff • 1- w • w H-� U. O : Z W 0 }- Z • • SHEAR WALL PER PLAN I6d @4 "O.G. I6d TOE -NAIL P" O.G. SHEAR TRANSFER 8d @ 5" O.G. BLOCKING FLR -1ST PER PLAN CAD Details / MITCHELL / Wall to Wall / P. shear wall floor - cant 1 A55 @ G. 32 SCALE : I" = I' -O" a 2 5HEAR WALL PER PLAN 4 SCHEDULE FLOOR JOISTS PER PLAN SIMPSON HOLDOWN PER PLAN w/ ALL NAIL HOLES FILLED w/ I bd COMMON . NAILS C� OF EACH STUD DOUBLE STUD HOLDOWN (MST) SINGLE STUD HOLDOWN (C5) - NALL TO FLOOR - STRAP Sx'Tiaij 12 CAD Details / MITCHELL / Wall to Wall / M. wall to floor - strap NO SCALE 11122 • 1 I 1 ►M i DOUBLE STUD HOLDOWN FLOOR JOIST, TYPE 4 DIRECTION . PER PLAN BEAM PER PLAN LATERAL DETAIL 11 -1 CAD Details / MITCHELL / Wall to Wall / N. wall to beam - strap 5HEAR WALL PER PLAN SCHEDULE SIMPSON HOLDOWN PER PLAN w/ ALL NAIL HOLES FILLED w/ I6d COMMON NAILS ¢, OF EACH STUD NO SCALE �23 Nina Witek iIuiITImIyny � is ,I,I BATT INSULATION PER PLAN TRUSS PER PLAN C A55 6 24" O.G. (BIRD BLOCKING TO TOP PLATE) x�T�.l� @ sw *4T SIMPSON HI CLIP EACH TRUSS bATT INSULATION PER PLAN SHEAR WALL PER PLAN FLAT CEILING EAVE 4L14- CAD Details / MITCHELL / Roof / A. flat ceiling /I6" PLYWOOD SHEATHING NAILED w/ 8d NAILS @ 4" O.G. 4 SUPPORTED PANEL EDGES ROOFING MATERIAL PER ELEVATION OVER BUILDING PAPER 4 SHEATHING EXTEND 12" ABOVE INSULATION WITH 1 1/2" CLEAR AIRSPACE H VENTED 2X BLOCKING W/ (3) 2" D I A HOLES �\ PER 24" O.G. (BLOCKING TO TOUGH TOP PLATE) FASCIA BOARD PER PLAN 5" CONTINUOUS METAL GUTTER -8d NAILS 4" O.G. (SHTG TO BIRDBLOCKING) OVERHANG PER PLAN FINISH PER ELEVATION OVER 15 LB. BUILDING PAPER OVER SHEATHING PER PLAN SCALE : I" = I' -O" 124 PLYWOOD ROOF Sd @ 4" O.G. TRUSS • SHEATHING 1/I6" PLYWOOD SHEATHING ON GABLE TRUSS. NAILED • W/ Sd NAILS ® 4" O.G. W/ ALL EDGES BLOCKED I6d TOE NAILS @ 6" O.G. GABLE END WALL •RAKE WALL. FULL HEIGHT STUDS IF GABLE END TRUSS 15 DESIGNED FOR LATERAL FORGE OF 3500 #, PLYWOOD DOES NOT NEED TO EXTEND UP GABLE END LATERAL DETAIL SHEAR WALL PER PLAN $ SCHEDULE CAD Details / MITCHELL / Roof / I. shear transfer — roof to ext wall NOT TO SCALE N�• LOW ROOF SHEARWALL PER PLAN * SCHEDULE Sd @ 4" O.G. 2x6 LEDGER w/ (2) ROWS Ibd 6" O.G. (STAGGERED) ROOF TO 1^IALL CONNECTION CAD Details / MITCHELL / Roof / L. roof to wall connection Z ' W 6 •J 0 O 0 v) w; W I. • LL. .w 0 : W ?. • zd ►- _. Z H- I- O 2x BLK'G BTWN Z w STUDS j O 9 O F_ w w �.. O ~ ; Z' 1V .4 , r,•:iU,il..�L�i 1r.a1:e�NJkryf:..Ai.✓, PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -461 PROJECT NAME: MCLEAN RESIDENCE SITE ADDRESS: 4302 SOUTH 150 STREET X Original Plan Submittal Response to Correction Letter # Revision #_afterbefore permit is issued DEPARTMENTS: 1 - 3 , u5 ZP Building Di sion 0 Fire re Pre C] Public Works ME, I4 b5 Structural ❑ DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ REVIEWER'S INITIALS: DATE: 12 -28 -04 Response to Incomplete Letter # PI n h!n Division Permit Coordinator DUE DATE: 12 -30 -04 x 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 RING: Please Route S tructural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01 -27 -05 Approved ❑ Approved with Conditions No t Approved (attach comments) ❑ Notation: 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 Residential Sewer Use Certification M C l ,1 _5 (4 1 (Last, First, Middle Initial) Property Tax I.D. Number riOf d-CO- Ott Subdivision Name Subdiv. # Lot # 3 Block # Building Name (if applicable) Property Street Address L '110 - 3— S • 1 sek Owner's Name City, State, Zip 1 Cwt, A t q 8* Owner's Mailing Address 3 la-3 l r7 "h 4 VC- (If above different ) from F(a r ,1G ,� 'f roo2 W 1 U Owner's Phone Number (a53 ) (' ( - - - 09 b'a- Property Contact Phone Number ( Party to be Billed (if different from owner) Party's Mailing Address City or Sewer District yetzot_ Date of Connection Side Sewer Permit # Demolition of pre- existing building? O Yes *No Type of building demolished? Sewer disconnect date? Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 Please check appropriate box: Single- family o Duplex (0.8 RCE per unit) o 3 -Plex (0.8 RCE per unit) o 4 -Plex (0.8 RCE per unit) o 5 or more (0.64 RCE per unit) No. of Units x 0.64 = o Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 1057 (Rev. 7/02) White — King County Yellow — Local Sewer Agency King County Pink — Sewer Customer Department of Natural Resources and Parks Wastewater Treatment Division (To be completed for all new sewer connections, reconnections, or change of use 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) AECIEIVEb CITY OF TUKWILA DEC 2 8 2004 PERMIT CENTER 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 Signature of and any deviation will require resubmi : • corre :d data for determination of a revised capacity charge. Print Name of Owner /Representative OrA � QUANTITY IN CUBIC YARDS RATE AGGEI CRY OFT Up to 50 CY Free 51 -100 $23.50 D E r 1 101- 1,000 $37.00 1,001 - 10,000 $49.25 pFRAAITC 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 l 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees • PROJECT NAME Tv K,LJ\A PERMIT # If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: General Erosion prevention 5C6 •- Water '10 — Sewer f - 7lp --- Storm water mein, Road /ParkingJAccess /f. A. Total Improvements -OO Calculate improvement -based fees: B. 2.5% of first $100,000 of A. ��07 C. 2.0% of amount over $100,0 )30, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. GRADING Plan Review and Permit Fees $ (5) Enter total excavation volume 4/D cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 1 $250 (1) $ !OS, CC (4) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ S 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. KWILA 2004 ENTER bo+441 Part A: (To Be Completed by Applicant) Purpose of Certificate: - Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Propos d Use: Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name:., � ) x Phone: '' "('�) 5 . �o b5 P Property Address or Approximate Location: Tax Lot Number: L4; a s 1o'` - 0042(10-002g Legal Description(Attach Map and Legal Description if necessary): lam+ Part B: (To Be Completed by Sewer Agency) f /r 1. XI a. Sewer Service will be provided by side sewer connection only to an existing (C, size sewer (N-\ 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. iiu 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. '�r � -U 4. Service is subject to the following: PERMIT: $ C �' -- a. District Connection Charges due prior to connection: GFC: $ t� SFC: $ Iqi > C- UNIT: $ TOTAL: $ 01j.J '— (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1867.54 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) AECC i • O TUK N". A b. Easements: ❑ Required ❑ May be Required c. Other: DEC 2 a ZOU4 PERMIT CENTER 14816 Mllltary .Road South P.O. Box 695" Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby edify that the a ove sewer agency information is true. This certification shall be valid for one year from ti date of sign e. Title Date tio441(p The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non - Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As.of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. . If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and /or regulations in effect at the time of such application. 1 acknowledge that I have received the Certificate of Sewer Availability/Non-Availability and this Attachment, a y • Ily un sta • the terms and conditions herein. ,e, Applica ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY 8953910011270798.01l5SY6011.DOC (1/26/04) ature -1- M 1; ibfi 1i', Date Name:: P►AGs - 1 - (t Lech + 0,o Address: j I $,� ! t. ` #33 Area is served by (Water Utility District): w - r /Agent Signature CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 µ• 11 ijr�•f� ,I( °: lal '\•il1 ,.1, r Y l .� t(h i 414 �/y 1 �anlfi±•.I�,�• .r�•1 ankh 47'747 � � i ,�. j i �! •." S ,� I, :;: Batt ri..0; 1 � S�ll ✓.i7. P .1� � ". 10 TAMAN [.21.94" Site address (attach map and legal description showing hydrant location and size of main): �3 - S. I T a .); ;It:e� k1 �•.a,i �) n. .7 ;\ . r 7 . ; . :r.w a,;:;:;e. ,�1 .4k � i`C' �;I:K':C•, a .d .;„'6.,,i' f t .. 7;i1�• Name: —r- - Cob >r /C c Icy pelt irtcf i f D�s: M Addressr�. P , rr r . S. rN : 9s. r Tr um+n Phone: Phone: Se This certificate is for the purposes of: `e Residential Building Permit ❑ Commercial /Industrial Building Permit ❑ Rezone Estimated number of service connections and water meter size(s): ❑ Preliminary Plat Vehicular distance from nearest hydrant to the closes of structure is ',Z5 1. The proposed project is within 2. No improvements required. I hereby certify that the above information is true and correct. 16l Aoy CO C�4ic )CSi 41" Agency e 206 241. z CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: Permit Center /Buildi 1 Division: 206'431-3670 Public Works Department: 206- 433 -0179 Planning Division: 206. 431 -3670 ❑ Short Subdivision ❑ Other 1 518' n. d . 81d4 Date (City /County) 3. ,The improvements required to upgrade the water system to bring It into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: ReCEnrED dtYY OF TUKWILA DEC 2 t3 200 (Use separate sheet if more mom is needed) 4. Based upon the improvements listed above, water can be providet'' d and will be available at the site with a flow of d "Qc'c ) gpm at 20 psi residual for a duration of 2 hours at a velocity of fps as documented by the attached calculations. 5. Water availability: [L--Acceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. El System is not capable of providing service to this project. By This certificate is not valid without Water District No. 125's attachment entitled "Attachment to Certificate of Water Availability." br)441.49/ Date 1' i • • • ' • • . • •. 7 :•:•••• ..* .‘e ,.,., I. REGISTERED• AS . PROVIDED BY • :. . 1 CONS T. CONT GENERAL . : ' .• " REGIST •,_•;.•.:..-•,.:4„: ' : # ::EXP . • DATE 1 ..,'CC01,..:. HOMESML954CZ 0 2/09/2007 :,-....; : .........: EF FECI l IVE , ...DATE:i..; .':... • 02/0 9/2 p p.5 • • - ;: i .,::*:.;:-.*::‘• HOMES BY MCLEAN LLC '' • ": ' • ' • '"••'•._ ' :4'''''•:...::-'... '''. .'''‘ . 37123 '17TH AVE, S ,.., '',. :...:.— • • . : ;.•• i '' . ' • .: . !...FEDERAL Y WA •-?..:98 q 0 3 ' " nig riaiiii-t 4 , .:- L u.ec.i by DErAKT7■4 . ..i i'''':...TJ AND IND 1 IES'''. • . • • • • . •••. • ., • • 4 It 4,444 si44.444,44,114 • 1 j4444.4.444.4...444.44.4,444,44 14,4,M jj.4,44 • 4- 71 3 r irz.nr ;. 7:4 711 .7:57'. _ -r - - _ _ • - v - - - - — - - • F625-052-000 (8/97) 25-052-000 (8/97) • DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT. GENERAL . . . REGI ST . # : EXP . DATE CC01. :COOPEDL993D7 04/18/2005 EFFECTIVE DATE 03/27/2001 COOPER DEVELOPMENT LLC 27013 PACIFIC HWY SO PMB 302 DES MOINES WA 98198 Detach And Display Certificate REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL. REGIST.*# ' - EXP. DATE CCO1. . COOPEDL993D7 04/18/2005 EFFECTIVE .DATE., . ,, 03/27/2001 . . COOPER DEVELOPMENT LLC 27013 PACIFIC HWY SO PMB 302 . DES MOINESWA 9819 SIgfuttlife Issued by DEPARTMENT OF LAB fiR AND INDUS 1ES Please Remove And Sign Identification Card Before Placing In Billfold SeCtNED orri OF tUKWILA DEC 2 8 2110 PERMIT CENTER 0021 Vag88UNAhl 4 Q ► .�� ,yy ;'I 1 ' �� • ► 2,71174 ' t ► xSs7E: SY: TG ho° SOTT . ___...�_.__ ACTOR 0.20 J R -38 C 'p . R -30 - I , _ • R -21 RCHITECT P AYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST, INC. PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE PLANS. T HESE PLANS ARE COPRIGHTED IN ACCORDANCE W TH FEDERAL STATUTES. REPRODUCTION BY A NY METHOD OF ALL OR PORTIONS F THESE PLANS • VARIATIONS THEREOF WITHOUT WITTEN PERMSS1• FROM ARCHITECTS NORTHST, INC. IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE. AND SHALL REMAIN, THE PROPERTY D S LL EM E RO ERT1� OF ARCHITECTS NORTHWEST. INC. • IN* 508 GiS it - - R ` CT TEREO / � / � ��� A w ' IF /0(1/04 ,._. R -3o i"' • R -10 • • I U . ,� : , A /'A NORTHWEST 18915 -142ND AVENUE NE SUITE 100 WOODINVILLE, WA 98072 OFFICE: (425) 485 -4900 FAX: (425) 487 - 6585 TOLL FREE: 1- 888 - 272 -4100 WWW.ARCHITECTSNW.COM 2 OR LESS Q i _ �""""'' ___.____._ - 1 • .0 • V i 4 r 401 1111)1 1 10 ili!liliA! 194 O Illa . ' LY�4.410/ 4 0 A 1 ;8 " 114 gli Ai 1 gli ll; 1 N ? 1 R g 4 01! g 10 4 g ;PA ;1; N �p rgi In _0 !ll !II : l'g ;; 1 11! :11 1111 11111 1!; 11; T >1 ! 1 2 MI 01 1111 11 II gg !il 11 gi ! 11 111 1;4/ .o O W O a %I 2 00 I-i 2 ° agg rn ;i -( lq it 1 1 " 1 1 P1!! RP 1 01 04 1 1 1 i p A gtAM / 1 f 1;0 3 0 1 0 i!! ii °4 !PI' 1 0 i 41i1 1 111 Alf ilg i o ge gq!! )111 g 1,1 1 41 A i Wi 11; 1 ; qm I-. 1 li gW 01 IN 4 1 1 ' i r ;III gll OpPli ;i° 141 Pill g g 1111 01 OP ; qli IP 1 IA9 41 till „cag pgp • • • $14 g? G� rn z ni • 7 7 (1 1 -di 'hi !I gl i " igg gg F 1511m d _ � � e 11 �_ 4 ry Ni 111 It 8 - 4 N 110 14 gill !I 11 ° 1° g 1 - ' I R it 1 4 U! 81 A ? -1 gi it! ei lo 1! g ) -1 Z _ ? e lg $1 it! 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O i Y it §8 >s U -§ t 0 >le AM,gi; k -- 1!echiA . .0 _ k ab'6 ai goR ill 3 si 11: § X ("\ rn id r rn ,_i1A L� Z rn r )3 1 - 2 _ :(N g? § t c i e� 6 A O r rn s O ni ni z r D O z Vag88UNAhl UNLIMITED &ROW R-5 SMILE TAMILY ONLY IO OLAZINd 14 OP MOOR 0.40 VERTICAL. 4LAZIN• 0.56 ACTOR 0.20 J R -38 L R -30 Pi, ag R -21 H R -21 Li IN* R -10 • a IN* R -3o i"' • R -10 Mc° 1 • .0 • V i 4 r 401 1111)1 1 10 ili!liliA! 194 O Illa . ' LY�4.410/ 4 0 A 1 ;8 " 114 gli Ai 1 gli ll; 1 N ? 1 R g 4 01! g 10 4 g ;PA ;1; N �p rgi In _0 !ll !II : l'g ;; 1 11! :11 1111 11111 1!; 11; T >1 ! 1 2 MI 01 1111 11 II gg !il 11 gi ! 11 111 1;4/ .o O W O a %I 2 00 I-i 2 ° agg rn ;i -( lq it 1 1 " 1 1 P1!! RP 1 01 04 1 1 1 i p A gtAM / 1 f 1;0 3 0 1 0 i!! ii °4 !PI' 1 0 i 41i1 1 111 Alf ilg i o ge gq!! )111 g 1,1 1 41 A i Wi 11; 1 ; qm I-. 1 li gW 01 IN 4 1 1 ' i r ;III gll OpPli ;i° 141 Pill g g 1111 01 OP ; qli IP 1 IA9 41 till „cag pgp • • • $14 g? G� rn z ni • 7 7 (1 1 -di 'hi !I gl i " igg gg F 1511m d _ � � e 11 �_ 4 ry Ni 111 It 8 - 4 N 110 14 gill !I 11 ° 1° g 1 - ' I R it 1 4 U! 81 A ? -1 gi it! ei lo 1! g ) -1 Z _ ? e lg $1 it! (TT TI4 i F �b ill �� 03. 0� A 6 1 4 4 ; i t ? h z e l hRI e 41 1 g= 2 kNM qi xR n2a 0 sib 1. !Ito i l l! i' g r l 9i1 liq 1 Ii i pirir ill; i 1 ; 111! III i 1 p 1:01 0 lil ! I Ai* lg t ?i fil 1 so - gA, , VII el F li li n44% , 4 lig i 1 i 01 s i i g MI Ili i 1 lid ni , h i "•111 i 1 Oi I 1 1 W. t i; ij 1iI N 31101 1101i Opm 1110'04 1 011 NOR Al 2 8 > gigg OU2 Al a a 3 413gAil (\ )›. r -46 2 11AA Igg § q t1 g 44g2 1 gai AN a 5 11 q 1 1116 t ji I i jp1 a 111 $ �� i n O 11 0 mi.1.1? Mg li!! u i ;P: !!!!!!! WOR:la . c; 61453 A RAH 1 4 ; i 1g g ° > > q ant . 51 Il i d1 9i ig114-4 r_ 4 n a > �O ? 2 2 F R 2 § u I h U 2 .F iii ig; i m id f "ii ron riL4F rF I y !� dr = 5 IP liMi ii§ f 11 .11Hil ANd N . y tu /1111 W nitli .1 Iii 74 W i' dilt 464 gi hi Ill 6 ighi li' AO 1 1 t i t ; -( 4i 1.- -ct i 1 IX PO! PA g - I g illP1 I R; ; !:!$! ?I Yq i! O i Y it §8 >s U -§ t 0 >le AM,gi; k -- 1!echiA . .0 _ k ab'6 ai goR ill 3 si 11: § X ("\ rn id r rn ,_i1A L� Z rn r )3 1 - 2 _ :(N g? § t c i e� 6 A O r rn s O ni ni z r D O z Vag88UNAhl , QQ N' II 11 d J 0► ftIMMP1 0► W u a U , a 0► tin * d z ___ MtNAMO 65 4 1 - 81 60 ao I MIN. MAX I 2 OR LESS 4.........51 ?MlfM1151 ___.____._ ` 80 120 I 66 r010,b446. -To as I r_ , MIN. MAX. I MIN. MAX. 1 T • 4, gq Meigagpi _____. go . aP '44 W , W W W W W W W W ' W- ,......._ 1 • .0 • V i 4 r 401 1111)1 1 10 ili!liliA! 194 O Illa . ' LY�4.410/ 4 0 A 1 ;8 " 114 gli Ai 1 gli ll; 1 N ? 1 R g 4 01! g 10 4 g ;PA ;1; N �p rgi In _0 !ll !II : l'g ;; 1 11! :11 1111 11111 1!; 11; T >1 ! 1 2 MI 01 1111 11 II gg !il 11 gi ! 11 111 1;4/ .o O W O a %I 2 00 I-i 2 ° agg rn ;i -( lq it 1 1 " 1 1 P1!! RP 1 01 04 1 1 1 i p A gtAM / 1 f 1;0 3 0 1 0 i!! ii °4 !PI' 1 0 i 41i1 1 111 Alf ilg i o ge gq!! )111 g 1,1 1 41 A i Wi 11; 1 ; qm I-. 1 li gW 01 IN 4 1 1 ' i r ;III gll OpPli ;i° 141 Pill g g 1111 01 OP ; qli IP 1 IA9 41 till „cag pgp • • • $14 g? G� rn z ni • 7 7 (1 1 -di 'hi !I gl i " igg gg F 1511m d _ � � e 11 �_ 4 ry Ni 111 It 8 - 4 N 110 14 gill !I 11 ° 1° g 1 - ' I R it 1 4 U! 81 A ? -1 gi it! ei lo 1! g ) -1 Z _ ? e lg $1 it! (TT TI4 i F �b ill �� 03. 0� A 6 1 4 4 ; i t ? h z e l hRI e 41 1 g= 2 kNM qi xR n2a 0 sib 1. !Ito i l l! i' g r l 9i1 liq 1 Ii i pirir ill; i 1 ; 111! III i 1 p 1:01 0 lil ! I Ai* lg t ?i fil 1 so - gA, , VII el F li li n44% , 4 lig i 1 i 01 s i i g MI Ili i 1 lid ni , h i "•111 i 1 Oi I 1 1 W. t i; ij 1iI N 31101 1101i Opm 1110'04 1 011 NOR Al 2 8 > gigg OU2 Al a a 3 413gAil (\ )›. r -46 2 11AA Igg § q t1 g 44g2 1 gai AN a 5 11 q 1 1116 t ji I i jp1 a 111 $ �� i n O 11 0 mi.1.1? Mg li!! u i ;P: !!!!!!! WOR:la . c; 61453 A RAH 1 4 ; i 1g g ° > > q ant . 51 Il i d1 9i ig114-4 r_ 4 n a > �O ? 2 2 F R 2 § u I h U 2 .F iii ig; i m id f "ii ron riL4F rF I y !� dr = 5 IP liMi ii§ f 11 .11Hil ANd N . y tu /1111 W nitli .1 Iii 74 W i' dilt 464 gi hi Ill 6 ighi li' AO 1 1 t i t ; -( 4i 1.- -ct i 1 IX PO! PA g - I g illP1 I R; ; !:!$! ?I Yq i! O i Y it §8 >s U -§ t 0 >le AM,gi; k -- 1!echiA . .0 _ k ab'6 ai goR ill 3 si 11: § X ("\ rn id r rn ,_i1A L� Z rn r )3 1 - 2 _ :(N g? § t c i e� 6 A O r rn s O ni ni z r D O z DI HO r .._. • QQ N' 1 1501 -2000 1 1 1001 -15 • I • -- 501 -1000 I FLOOR AREA.P agagig 65 4 1 - 81 60 ao I MIN. MAX I 2 OR LESS SRMaads ` 80 120 I -To as I 65 ci8 MIN. MAX. I MIN. MAX. 1 T • 4, aMitivigg$ Meigagpi q0 135I a g 80 120 1 aga MniMeig8a, 110 165 88 IR q5 143 [ MIN. MAX. "W""k 3 125 188 I 120 180 1 ti 110 165 MIN. MAX. a h PaL [ 140 210 [ 135 203 hi MIN. MAX. J IMIVAVOH WAilaUtrgg 145 216 140 210 1 ( MIN. MAX. O 1 • .0 • V i 4 r 401 1111)1 1 10 ili!liliA! 194 O Illa . ' LY�4.410/ 4 0 A 1 ;8 " 114 gli Ai 1 gli ll; 1 N ? 1 R g 4 01! g 10 4 g ;PA ;1; N �p rgi In _0 !ll !II : l'g ;; 1 11! :11 1111 11111 1!; 11; T >1 ! 1 2 MI 01 1111 11 II gg !il 11 gi ! 11 111 1;4/ .o O W O a %I 2 00 I-i 2 ° agg rn ;i -( lq it 1 1 " 1 1 P1!! RP 1 01 04 1 1 1 i p A gtAM / 1 f 1;0 3 0 1 0 i!! ii °4 !PI' 1 0 i 41i1 1 111 Alf ilg i o ge gq!! )111 g 1,1 1 41 A i Wi 11; 1 ; qm I-. 1 li gW 01 IN 4 1 1 ' i r ;III gll OpPli ;i° 141 Pill g g 1111 01 OP ; qli IP 1 IA9 41 till „cag pgp • • • $14 g? G� rn z ni • 7 7 (1 1 -di 'hi !I gl i " igg gg F 1511m d _ � � e 11 �_ 4 ry Ni 111 It 8 - 4 N 110 14 gill !I 11 ° 1° g 1 - ' I R it 1 4 U! 81 A ? -1 gi it! ei lo 1! g ) -1 Z _ ? e lg $1 it! (TT TI4 i F �b ill �� 03. 0� A 6 1 4 4 ; i t ? h z e l hRI e 41 1 g= 2 kNM qi xR n2a 0 sib 1. !Ito i l l! i' g r l 9i1 liq 1 Ii i pirir ill; i 1 ; 111! III i 1 p 1:01 0 lil ! I Ai* lg t ?i fil 1 so - gA, , VII el F li li n44% , 4 lig i 1 i 01 s i i g MI Ili i 1 lid ni , h i "•111 i 1 Oi I 1 1 W. t i; ij 1iI N 31101 1101i Opm 1110'04 1 011 NOR Al 2 8 > gigg OU2 Al a a 3 413gAil (\ )›. r -46 2 11AA Igg § q t1 g 44g2 1 gai AN a 5 11 q 1 1116 t ji I i jp1 a 111 $ �� i n O 11 0 mi.1.1? Mg li!! u i ;P: !!!!!!! WOR:la . c; 61453 A RAH 1 4 ; i 1g g ° > > q ant . 51 Il i d1 9i ig114-4 r_ 4 n a > �O ? 2 2 F R 2 § u I h U 2 .F iii ig; i m id f "ii ron riL4F rF I y !� dr = 5 IP liMi ii§ f 11 .11Hil ANd N . y tu /1111 W nitli .1 Iii 74 W i' dilt 464 gi hi Ill 6 ighi li' AO 1 1 t i t ; -( 4i 1.- -ct i 1 IX PO! PA g - I g illP1 I R; ; !:!$! ?I Yq i! O i Y it §8 >s U -§ t 0 >le AM,gi; k -- 1!echiA . .0 _ k ab'6 ai goR ill 3 si 11: § X ("\ rn id r rn ,_i1A L� Z rn r )3 1 - 2 _ :(N g? § t c i e� 6 A O r rn s O ni ni z r D O z ROOF VENTILATION Standard Truss / Scissor Truss Roof Framing Assembly: ROOF OVER DINING & LIVING Standard Truss 1 Scissor Truss Roof Framing Assembly: ROOF OVER GARAGE Roof Area : Ventilation Required: 168 s.f. 168 s.f. x 144 s.i. / s.f. / 300 = 80.64 s.i. Req'd Provide 1/2 ventilation at eaves, 1/2 above midpoint & min. 3 It. above eave vents 7"x7" Attic Roof Jack = 49 s.i. each - 25% screen reduction = 36.75 s.i. each. Upper Ventilation Req'd = 165.12 s.i. / 2 / s.i. of each vent = 2.25 vents Provide: 3 -7"x7" roof jacks. Ventilation = 110.25 s.i. Ventilation Provided = 110.25 s.i. is greater than 82.56 s.i. Req'd Eave Ventilation: Total Min. Ventilation Provided = 195.03 &i. IS GREATER THAN : 165.12 &i. Req'd Min. 100 cfm @ 0.25' WG (VIAQ Table 3-1) (Range hood or down draft exhaust fan rated at min.100 cfm at C.10" WG may be used for exhaust fan requirement.) Birdblocking = Ewe Ventilation Req'd = Provide : Min. Ventilation Provided = 4/1 s.i. / I.f. - 25% reduction = 80.64 s.i. 1 2 / s.i. per I.f. = _ 12 I.f. birdblocking. Ventilation = 42.39 s.i. is greater than 3.53 s.i. / I.f. 11.41 IS 42.39 s.i. 40.32 s.i. Req'd Upper Roof Ventilation: R -21 PROPOSED VERTICAL U -VALUE 7'x7" Attic Roof Jack = Upper Ventilation Req'd = Provide: '- - Ventilation Provided = - 49 s.i. each - 25% screen reduction = 80.64 s.i. / 2 1 s.i. of each vent = '` 2 -7"x roof jacks. Ventilation = 73.50 s.i. is greater than 36.75 s.i. each. 1.10 vents 73.50 s.i. 40.32 s.i. Req'd Use : (minimum) Use : (minimum) - 12 if. birdblocking. Ventilation = 2 7 "x7" roof jacks. Ventilation = 42.39 s.i. 73.50 s.i. Total Min. Ventilation Provided = 115.89 s.i. IS GREATER THAN : 80.64 s.i. Req'd ROOF VENTILATION Standard Truss / Scissor Truss Roof Framing Assembly: ROOF OVER DINING & LIVING Roof Area : -344 s.f. Ventilation Required: . - 344 s.f. x 144 s.i. / s.f. / 300 = 165.12 s.i. Req'd Provide 1/2 ventilation at eaves, 1/2 above midpoint & min. 3 R. above eave vents Eave Ventilation: , . Birdblocking = • . 4.71 s.i. / I.f. - 25% reduction = 3.53 s.i. / I.f. Eave Ventilation Req'd = , ,.,.: 165.12 s.i. / 21 s.i. per l.f. = 23.37 I.f. b Provide : ,_ , r ' 24 I.f. birdblocking. Ventilation = 84.78 s.i. Min. Ventilation Provided = • 84.78 s.i. is greater than 82.56 s.i. Req'd Upper Roof Ventilation: - 7"x7" Attic Roof Jack = 49 s.i. each - 25% screen reduction = 36.75 s.i. each. Upper Ventilation Req'd = 165.12 s.i. / 2 / s.i. of each vent = 2.25 vents Provide: 3 -7"x7" roof jacks. Ventilation = 110.25 s.i. Ventilation Provided = 110.25 s.i. is greater than 82.56 s.i. Req'd Use : (minimum) 24 I.f. birdblocking. Ventilation = 84.78 s.i. Use : (minimum) 3 -7 "x7" roof jack& Ventilation = 110.25 s.i. Total Min. Ventilation Provided = 195.03 &i. IS GREATER THAN : 165.12 &i. Req'd VENTILATION SCHEDULE 2000 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE SYMBOL LOCATION MINIMUM FAN REQUIREMENTS _S .. A Bath, Powder, Min_ 50 cfm @ 0.25' WG (VIAQ Table 3-1) 4 B Kitchen Min. 100 cfm @ 0.25' WG (VIAQ Table 3-1) (Range hood or down draft exhaust fan rated at min.100 cfm at C.10" WG may be used for exhaust fan requirement.) 4 C t Whole House Fan • ` MIN. CFM = 90 MAX CFM = 135 (VIAQ Table 3-2) (based on 2,560 s.f_ floor area & 3 bedrooms) 'flow rating @ 0.25` WG 'whole house fans located 4 ft. or Tess from interior grille to have a sone rating of 1.5 or Less measured @ 0.1' WG *whole house fan may be omitfled when using OPTION 2. (only required when using OPTION 1 (VIAQ 3034.1)) 'Ali fans to vent to outside 'AIL other requirements of 2001 WSEC / 2000 VIAQ must be met � i,, FOUNDATION VENTILATION PER Crawispece Anew- 1240 s _ f . Verdblabon Requireci 1240 s.f_ /150 = : -. - • - ; 1190.4 si i _ Req'd Use: 14" x Foundation Vents Vent Area = 98 s_ i - 25% re duct .1/4'rnesh = 73.5 si. Vents Required = 1190.4 si_ 1 Vent Area = -- - 16.20 s.i. PIviide : 17 14" x 7` Vents. Area = . 1249.5 si. Venblalbon Provided = 1249.50 si. is Greater than 1190.4 si. Read PROPOSED INSULATION lisle. 17 lir x Ta Foundation Vents I / FOUNDATION VENTS SHALL NOT INTENSE Wail BNB= LOAD PATH OF COLUMNS MAX GLAZING PERCENTAGE ALLOWED 2001 WASHINGTON STATE ENERGY CODE CHECKLIST CHAPTER 6 PRESCRIPTIVE PROPOSED INSULATION OPTION NUMBER IV CEILINGS R -38 MAX GLAZING PERCENTAGE ALLOWED UNLIMITED VAULTED CEILINGS R -30 PROPOSED PERCENTAGE GLAZING 18 -11% ABOVE GRADE WALLS R -21 MAX VERTICAL U -VALUE ALLOWED 0 -40 BELOW GRADE WALLS (INTERIOR) R -21 PROPOSED VERTICAL U -VALUE 0.37 FLOORS OVER UNHEATED SPACES R -30 MAX OVERHEAD U -VALUE ALLOWED 0.58 SLAB PERIMETER R -10 PROPOSED OVERHEAD U- VALUE 0 -54 DUCTS IN UNHEATED SPACES R-8 MAX DOOR U-VALUE ALLOWED 0.20 • 36.00,E 14.00 30.00 PROPOSED DOOR U -VALUE 0.20 DINING FOYER 1 FOYER { 1 1. 50 4.0O 500 2 600 MILGARD VINYL PICTURE 5320 it /? IAN ;YES 0.35 7.50 , 283 MILGARD MILGARD VINYL VINYL PICTURE S.HUNG 5320 ! 1/2' i AR 'YES 1 5220 1 1/2' iA$ IVES 0.35 . 0.39 10.00 T 36.01V 3¢0 • 14.04 LIVING j 2 3 OC LIVING 3 � 3.00 2.00 6.00 MILGARD VINYL VINYL PICTURE S.HL$JG SLIDER PICTURE 5320 5220 5120 5320 }1/ 1/7 1 1/2' 1/7 AR ;YES AR IVES AR IYES AR !YES 0.35 0.39 0.38 0.35 • 36.00,E 14.00 30.00 4. 20 , %O 5.32 10.50 DINING 2 KITCHEN 1 4.00 3.50 MILGARD VINYL NOOK 2 3.00 5.00 MILGARD } VINYL FAMILY 2 6.0C 5.00 MILGARD VINYL SLIDER 5120 5220 1/7 _ _1/? AR YES AR !YES 0.38 0.39 50.00 30.00 19.00 11.70 , DEN 2 3.0C 5.00 MILGARD VNYL S.HUNG BEDRM 2 2 3.00 VAPOR RETARDER MILGARD VINYL j'' `•r� 5220 En FaitM STAPLED BACKED SA T S AR YES 0.39 it i 4 M. POLY f i pkyvAvoc W' EX' GL LJE 8.00 4.00 MILGARD *ALL In 4 v& POLY FACE STAPLED BACKED BA TrS 1/2' B AR YES 0.38 MSTR BATH 2 P'VA PAINT 4.00 MILGARD VINYL CEL1 5320 1/2' AR YES 0.35 4 Vit. Pc*:' FACE STAPLED BAD BAITS F VE471LAIIC#4 SPACE AVERAGE IT AscivE 1 # pvA PAINT 2 00 oM.A' A.A1'K.iri 7C NOT % JPED VNYL _ IVINYL VINYL V BEDRM 2 2 3.00 5.00 MILGARD VINYL S.HUNG 5220 1/2' AR YES 0.39 30.00 32.00 11.70 12.16 MSTR BEDRM 1 8.00 4.00 MILGARD VINYL DBL. SLDR 5120 1/2' B AR YES 0.38 MSTR BATH 2 5.00 4.00 MILGARD VINYL PICTURE 5320 1/2' AR YES 0.35 40.00 14.00 MSTR BATH BONUS 1 2 00 8888 Q Q c•i MILGARD MILGARD MILGARD MILGARD VNYL _ IVINYL VINYL V S.HUNG 5220 1/2' 112' 1/7 1/? YES YES A YES i YES colvOolco W WpW!W 8.00 3.12 1 8.00 SLIDER 5120 5320 5521 MI 0 32.00 12.16 BONUS PICTURE CASE. 12.00 4.20 BEDRM 3 3.00 0.36 36.00 __ 12.96 STAIRWELL 1 4.00 4.00 MILGARD 1VINYL LIGHT 79013/4' AR NO 0.54 16.00 8.64 MSTR BATH 1 2.0C ,SKY 4.00 . VNYL SKYLIGHT 78013/4' AR NO 1 0.54 8.00 4.32 BATH 2 1 _ 2.00_ 2.00 MILGARD ,VINYL SKYLIGHT 780j314' , AIR NO _ _ 0.54 4.00 2.16 r' j, 1 ",F V.'dr •' '.5 .401 F Fr .4.1F str1`1 M :r Ft I Arr ' C,A:.it "1 -F I i ..v AirFA I ,A L - r t. J r: ` N,�; -. 4.71 s.i. / I.f. - 25% reduction = 691.2 s.i. 1 2 1 s.i. per I.f. = • 98 I.f. birdblocking. Ventilation = 346.19 s.i. is greater than ( T : r- c TIFF r ,- 1 I ; .;4 1 ( ' T x7 Attic Roof Jack = - Upper Ventilation Req'd = . Provide: Ventilation Provided = 49 s.i. each - 25% screen reduction = 691.2 s.i. / 2 / s.i. of each vent = 10 -7'x T' roof jacks. Ventilation = 367.50 s.i. is greater than ROOF VENTILATION Standard Truss/ Scissor Truss Roof Framing Assembly: UPPER ROOF Roof Area : Ventilation Required: 1440 s.f. 1440 s.f. x 144 s.i. / s.f. / 300 = 691.2 s.i. Req'd Provide 1/2 ventilation at eaves, 1/2 above midpoint & min. 3 R. above eave vents Eave Ventilation: Birdblocking = .. Eave Ventilation Req'd =- - Provide : . 4 Min. Ventilation Provided = r 4.71 s.i. / I.f. - 25% reduction = 691.2 s.i. 1 2 1 s.i. per I.f. = • 98 I.f. birdblocking. Ventilation = 346.19 s.i. is greater than 3.53 s.i. 1 I.f. 97.83 I.f. 346.19 s.i. 345.6 s.i. Req'd Upper Roof Ventilation: T x7 Attic Roof Jack = - Upper Ventilation Req'd = . Provide: Ventilation Provided = 49 s.i. each - 25% screen reduction = 691.2 s.i. / 2 / s.i. of each vent = 10 -7'x T' roof jacks. Ventilation = 367.50 s.i. is greater than 36.75 s.i. each. 9.40 vents 367.50 s.i. 345.6 s.i. Req'd Use : (minimum) Use : (minimum) ' • . 98 I.f. birdblocking. Ventilation = . 10 -7 "x7" roof jacks. Ventilation = 346.19 s.i. 367.50 s.i. Total Min. Ventilation Provided = 713.69 s.i. IS GREATER THAN : 691.2 s.i. Req'd • • :n.. _ ...... U W V A"8 - A UMW Jo. WIN AI MASER 0021 - qr.- ••■■• v" . -.,.- ,0....---- r....... - ..r1.._�. • .r • • • • • L... r .. GLAZING SCHEDULE MAIN FLOOR UPPER FLOOR DOORS WITH MORE THAN 50% GLASS NOOK 1 1 3.00 6.67 SPAPSON 'WOOD DOOR 6001 0.36 20.01 MIER SKYLIGHTS AND SKYMWAL LS DOORS WITH MORE THAN 50% GLASS-TOTAL: AVG. U -VALUE (VERTICAL GLASS): 1 1 x 1 GLAZNG % = AVG. U -VALUE _ 1 TOTAL 1 HEATED AREA UA TOTAL (TOT. Z AREA TOTAL (TOT. 1) SKYLIGHT TOTAL: 28.00 AVG. U -VALUE (OVERHEAD GLASS): AREA (1) U- VALUES ARE NFRC CERTIFIED OR OBTAINED FROM WSEC TABLE 10-6A, B. C. D OR E 2001 RESIDENTIAL WSEC CHAPTER 6: HEATING SYSTEMS SIZING PRESCRIPTIVE HEATING SYSTEM SIZING: ELECTRIC RESISTANCE (BASEBOARD / UNIT HEATERS) CONDITIONED SQUARE FOOTAGE X.005882 = 15.06 MA)OMUM KW OUTPUT REJ CODE C OTHER FUELS CONDITIONED SQUARE FOOTAGE X 20 = 51200 MA)OMUM BTU OUTPUT IA IA WHOLE HOUSE VENTILATION USING THE PRESCRIPTIVE METHOD c t. OPTION 1- WHOLE HOUSE VENTILATION USING EXHAUST FANS (VIAQ 303.4.1) DT • '' EV ` j M MIN_ CFM EXHAUST FAN FLOW RATING PER VIAQ TABLE 3-2 NOTE: TM IS THE ONLY OPTION THAT REQUIRES A WHOLE HOUSE FAN. OPTION 2 WHOLE HOUSE VENTILATION INTEGRATED WITH A FORCED AIR HEATING SYSTEM (VIAQ 303.4 2 7 INCH SMOOTH OR 8 INCH FLE)OBLE OUTDOOR AIR INLET DUCT PER VIAQ TABLE 3-5 1 1 MOTORIZED DAMPER 1 X ( MANUAi. DAMPER MEETING VIAQ TABLE 3-2 FLOW RATES 90 CFM AUTOMATIC FLOW - REGULATED DEVICE OPTION 3 WHOLE VENTILATION USING A SUPPLY FAN (VIAQ 303.4 3) NCH SMOOTH OR INCH FLEXBLE OUTDOOR AIR INLET DUCT PER VIAQ TABLE 3-6 BACK -DRAFT DAMPER SELECTION f ; . t CALIBR, ED MAN. AL VOLUME »JAPER MAI &i& v'•..UME DAMPER AU;011A L rgsiG DEVICE 463.51 S.F. 2560.00 S.F. 177.56 UA = 463.51 A I• PLAN M2535A3 F -V WND. TOTAL: - - 1 483.51 177.561 415.50 155.23 20.01 1512 0.54 UA TOTAL 1 TOTAL 2 18.11% 0.38 U -VALUE 7.20 0.37 ; , oP' oN < WI-C .E - �Z15 =_ vEN ILA ; :ON J5avG A HEAT RECOVERY VENTLAT1ON SYSTEM(( MAQ 303 ` i 1 BU R ..,.. 1 r r YN[ I �i 0 1 ary OF TLIKWILA CENTER i FRAMING i FOUNDATION DI MENSION 4 HSGHREDULE PER PLAN SG ULE • FINISH PER ELEVATION OVER 15 LB. BUILDING PAPER OVER SHEATHING PER PLAN Z - FLASHING WOOD TRIM OPTIONAL t MAX. SLAB TO MIN. TOG (I) *4 BAR CONT. MAX 6" II • BELOW TOP OF FND. WALL ' ,• II zX X DOUBLE TOP PLATE -- --'J ad NAILS 0 3" O.G. TO EACH TOP PL G} TEAR WALL PER PLAN SCHEDULE / - TI6HTLINE \ STORM DRAIN - IF REQUIRED \l\ 3" GLR. 4" DIA. PERF. FOUNDATION DRAIN &u (4) *4 VERTICAL 4/ 6" H00K 0 FOOTNG INSTALL PLYWOO VERTICAL STARTN DOUBLE TOP PL SIMPSON STHI4 HOLDOWN w/ (2) Ibd NAILS ▪ 1 ▪ 1 1 1 ▪ 1 / _ n SHAR .LL PER PLAN Ibd 0 4" O.G. 1 1 11 1 1 • n 11 11 :1 11 1 1 11 11 11 11 1 J • • 11 1 11 1 11 1 11 1 11 1 ti I 1' it a • • 16d TOE -NAIL 06 " OC. J4 • , 44 SHEAR PANEL � GARAE SHEAR TRANSFER • • 3x BLK6 4 • 2x STUDS PR PLAN MUDS!LL / A. BOLTS PER FOUNATION PLAN 4" SLAB OVER 6 MIL. BLACK V. B. OVR 4" GRANULAR FILL • e • 4 i \ % \ > / \% 4 BAR VERTICAL 0� 16" O.G. HORIZONTAL • 1b O (2) *4 BAR CONTINUOUS ROWS 8d 0 3" O. PLWOOD TO BEAM Sd 0 3" 3x STUS XTEND BAM TO END OF SHEAR PANL r • SCALE : I" = x TREATED PLATE w/ (3) 3/4" x 2" ANCHOR BOLTS r4/ 3 "x"x I /4" PLATE WASHR HR SCALE : 1/2" = 1 8d • 3" D.G. �� A5 • 32° O.G. CALE : I' = GARAE AND. frMALL GARAGE AND. - SI' FND. WALL SHEAR WALL PER PLAN Ibd • 4" O.G. I6d TOE -NAIL • 4" O.G. FLOOR JOISTS PER PLAN 5HEAR WALL PER PLAN "i SHEAR TRANSFER • �I 1 • • • SHEAR WALL PER PLAN t SCHEDULE SIMPSON PER PLAN w/ ALL NAIL HOLES FILLED rl/ 16d COMMON NAILS • OF EACH STUD DOUBLE STUD • +•+OLDON94 (MST) 5N LE STUD • t OLDOYW (CS) 111 : • I������ ..r__�...J.����...�..I.\` • • • 4 t WALL TO FLOOR - STRAP SCALE : I " = 11r.ON NO SCALE LATERAL DETAIL • I I 1 1 I I I r� • i DOUBLE STUD o HOLDOWN FLOOR JOIST, TYPE 4 DIRECTION PER PLAN SEAM PER PLAN LATERAL DETAIL (2) 2x4 2xa ai 2x4 TY1oE 'X' & K,B_ CRICKET SHEAR WALL PER PLAN +E SCHEDULE SIMPSON HOLDOWPI PER PLAN w/ ALL NAIL HOLES FILLED 1 4/ Ibd COMMON NAILS _ O it OF EACH STUD • NO SCALE 2 X 6 BUILT -1F' CU R:13 NPor J ,, i \ EM►TT Ar; 4 \ : _% 91/4"'L 60+7 5'= PM � ` G Y4/ 4s• P4• `l CA. 5 PI�.ASrr�' 7 AS MA -4.PAClURER '(2 LAS LAKNA''ED GLASS • • 2'-O' AFFJ 2 LAS •- i2•- O`A.rF> R''ERS OR 'ALBS BEYOND SCALE _ r-O"' Of LATERAL DETAIL• BATT INSULATION PER PLAN 'TRUSS PER PLAN (SCISSOR TRUSS • SIM SECTION) A35 0 24" O.G. (BIRD E _OCKIN6 TO TOP PLATE) SIMPSON HI CLIP • EACH TRUSS BAIT IN5iJLATION PER PLAN stiEAR rrALL PER PLAN 14 FLAT CEILING E SAVE . iltWiliiiiiih • • •• • F 7/16" PLYWOOD SHEATH NG LED rl/ 8d NAILS • 4" O.G. 4 ORTED PANEL ED6E5 F I N6 MATERIAL PER AT1ON OVER BUILDING APER 4 SHEATHINGS EXTEND 12" ABOVE INSULATION WITH I I/2" CLEAR AIRSPACE HVENTED 2X SLOCKINb W/ (3) 2" DIA HOLES PER 24" O.G. (BLOCKI N6 TO TOUGH TOP PLATE) FASCIA BOARD PER PLAN - �` 5" C.ONTINJOUS METAL OVERHANS PER PLAN GUTTER 8d NAILS • 4" O.G. (5HT6 — TO BI Nt5) WISH PER ELEVATION OVER 1 15 L. BUILD1N6 PAPER OVER SHEATHING PER PLAN SCALE : I" = 1' -0° • 6ei i l IMIMP WV. •,- V 4 Vi I 1SP • 1.41111111►i•111■41/ 4111111441 / INN/ /'42r ∎41rl its /-1/- /-4 II r.IP rrlr.!rd•••••■ Ibd 0 6" O.G. DOUBLE JOIST OR BEAM PER PLAN NALL TO PARALLEL FLOOR TRANSFER 16d TOE -NAIL • 6" O.G. SHEAR WALL PER PLAN 16d • 4" D.G. 8d 0 4" O.G. SHEAR rum PER PLAN PLYWOOD ROOF SHEATHING 7/I6" PLYWOOD SHEATHING ON &ABLE TRUSS. NAILED IN/ 8d NAILS 0 4' O.G. W/ ALL ED6E5 BLOCKED Ibd TOE NAILS o 6" O.G. 6ASLE END WALL • - RAKE WAIL. FULL HEI6HT STUDS IF GABLE END TRH IS DESIGNED . FOR LATERAL FORCE OF 3500, -- - PLYWOOD DOES NOT NEED TO EXTEND UP &ABLE ao LATERAL DETAIL 0. I .._.._..._____.. SHEAR TRANSFER I JAN 28 mas • • • jir SIMPSON A35 0 24" O.C. - A35 0 12" O.G. W/ (12) bd x 1 1/2" NAILS 4 • • • • _ SHEAR WALL PER PLAN e•. A: L 2x JOISTS (TYP � / � 1 ;1 4 Ntik SCALE : I" = l'-0" 2x FLR -.1ST PER PLAN RE ,'i EWED FOR 1 CODE C;MPt • ck _ I" = !Lou t r•• SHEAR WALL PER PLAN • SCHEDULE NOT TO SCALE J 1 LOW ROC, — r r r °..A\ —+ c2 ROM 61: • i r Y 1 1 6' V -4I. a8' � r J • r ii - ;) Raor TO WALL CONNECTION 4 n 8" MIN. E MIN 4 1C2012ATIQN DIMENSION FINISH PER E - VATI ON OVER 15 L. 'VG PAPER OVER SHE A'H I NIS PER PLAN 16d® 4 ' O.G. Z - >~LASi-+ NG WOOD TRY OPTIONAL. Ibd TOE-NAIL O.G. 1 0 (1) $14 BAR CONT MAX. 6" BELOW 4I ( L TOP OF FND WALL- _ -r $ • xw � y/ : S ul - d zL Ti6HTLINE \% , �\ . L 1 (�L STORM / \ w DRAIN �i, m4� IF REQUIRED / � /��I/. \ � \ jl\ 4" DIA. PERF. FOUNDATION DRAIN ( L SAP SIZE IRG j 1 i /`' D A. +-, S I f- +AN:7R A FOR O 5 - A R PER PER Ric. R3.15. C V ',MAC / 2X4 THRUST MOCK INTERIOR STAIR 2X STUDS PER PLAN -BATT INSULATION PER PLAN BATT INSULATION PER PLAN 3/4" T_ 4 6. PLYWOOD SUBFLOOR SW T A T ASSW % FLR. JSTS. PER PLAN PER FOUNDATION PLAN • * 4" 0" * 4 GUARDRAIL *-13-13ERS TO SE SUCH THAT A SP4-ERE OF A DiA. SHALL NOT PASS 40""E: GREATEST AND TREAD 1 PER 146. 1 134111ZT MOCK "PSOtst S‘CIPM, 1 - 17 - .W25 OR BEAM PER PLAIhe et; 2.X.2 STRINGERS 14112T TO SCALE lb PIMENSION SHCAR INAIL. PER PLAN OVER SHEATHIN6 PER PLAN FINISH PER ELEVATION OVER 15 LB. BUILDIN6 PAPER • SIM 1 111 IP wistwitstraiii i 164 TOE-NAIL 1 F A5R. 1 , TOP OF FND WALL \ .a-i v ,7 ,-/p/,-: .... st„ • ,... ., „__ :. ..„1 .5 ,,,„_ 1/4, E7RAs T y . oRm .„-L iN ,NE,,, , , ..... . „„„,.. ...„-d-iii*.4.0ReARIzovERNTALTic.ALI:. 016.G ?.c. 7 3 24‹ IF REQUIREL, FOUNDATION DRAIN a." FND. INALL 2x BLOCKING (4) I6d TOE NAIL PER E.ACH BLOCK SKYLIGHT SHEAR WALL PER PLAN 11 4 $Z4. NTINUOUS • o le 4 d le 2X STUDS PER PLAN —BATT INSULATION PER PLAN BATT INSULATION PER PLAN — 3/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED d ie 4 0 1, Mur;SILL / A. BOLTS PER FOUNDATION PLAN PLYIND FLOOR 2x FLOOR JOISTS NO SCALE X 1 1 i I el 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 5/4" T.46. PLYINOOD SUBFLOOR GLUED NAILED MUDSILL / A. BOLTS PER FOUNDATION PLAN HORIZONTAL • 16" 0.C. K t fri / 1) *4 E3Al2 CONT. . S" BELOYst TOP • 4" 5* d ie 4" C4) 5" FN1:7. NALL &ARAGE 16d TOE NAIL SHEAR NALL PER PLAN 4 SCHEDULE • \'. NI OVER CONCRETE - CONC. f4ALL. PER PLAN INSULATION PER PLAN 2X STUD NALL PER PLAN peR META*„. LA11 CULTURED STCNE TrinE ' marmot. JOtNT TYINE "X' MORTAR SEArAS amp LI6HTME161.41" VENEER PIMENSION $Hc_AR INAL.L__ PER PLAN INSTALL 5/5" TYPE 'X' 4" CONC. SLAB OVER 4" GRANULAR FILL OVER b MIL. BLACK V.8. FLOOR JOISTS PER PLAN FLOOR SHEATHING NO SCALE 1 OVER SHEATHING. mar To SCALE V V V SOLID l k BOTTOM OF BEAM SerIPSOP4 A24 4 7Adar i fP p ti s 14 11 f3ATT INSULA PER PLAN PERMIT CENTER I 3/4* T.46. SUBFLOOR 4 • • 6 CONTINUOUS FOC:MN& PLR. ..ISTS. PER PLAN tanta lum, 1/1/1/ tiMAJJ • filo— 2 X 4 CA-EA''' EACH SiDE P. T. POST P191 PLA?4 • r MIL.- MACK V. B. ) sit Bow cocompuous SCALE r UL-4‹ TTS.20Cir -5-t V)?36. j q l 4 .T01 61 i t eDV T p 4- 6 WL OWLS n til 0 kf) XSOdC SING NEE: 7/40/04 LA ML AO %AIME. z r 8 § ap uj LU LL cm sir di / try 040621 040821 \ 41' M 4 \ 1e -Tito! :� All .yaw 014 -635 A - / 2; ^ I a:.." xS.4,1 . T": :a _ T, 2 ___ PAYMENT NRHWS USE FEE DUE ARCHTECTS NC. PRIOR TO O CONSTRUCTION FOR EAOCH T STERUT , I CTURE BULT PROM THESE PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD ARIATIONS THEREOF WRITTEN PERM SSI.4 FROM ARCHITECTS NORTHWEST, INC. IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET ARE. AND THIS SHALL REMAIN THE PROPERTY OF INSTRUMENTS OF SERVICE ARCHITECTS NORTHWEST, INC. . 36' PIAPETER X tr TMIGK GONG_ MT!f3- w4 BARS E.n PO5T 4 CON EGT10N PER PLAN r ; GISTERED ► T T C E ' / +`�� at'. �� � � /� � ' �' • i /OQ /04 18915 -142ND AVENUE TOLL FREE: 0 RCHITECTS RT H W E S T NE SUITE 100 WOODINVILLE, WA 98072 (425) 485 -4900 FAX: (425) 487 -6585 1- 888- 272 -4100 WWW.ARCHITECTSNW.COM L.ANM25S5ASF FLAN ■ 0 El) CD i t -1 i C20J TOTAL - sr/u_ I--42' MOM COMERS at MUSH OPENIP SS, MO. 'USE 136) 1 1 IMANETElt X 3' 7)4C.K. C.O PC, MTh 2 - *4 BARS EA PV;IST a GCGTIOM PER RAN . 24' DIAMETER x 3' 'MOCK UM. ROOMS MTh 2- •4 BARS En MOST 4 C.0144115010N PER PL.N4 30" 171A E'9t X i2" MOCK („CJsG_ FOOTTNIS 1''ITM 3 - *4 BARS En POST 1 CONNECTION ECTION PER PLAN . 36' PIAPETER X tr TMIGK GONG_ MT!f3- w4 BARS E.n PO5T 4 CON EGT10N PER PLAN • FQROA"101i 1407F5 , ire Su • ■ 15"'"'1130 - ANC atNiCtPCS 1 1 LATERAL RESTRAINT HARDWARE 1 NI il! 1p 1 1 C20J TOTAL - sr/u_ I--42' MOM COMERS at MUSH OPENIP SS, MO. 'USE 136) • e 4 1 1 Ilit0q )0111 " p/4• 1.; 0 114 0 $ 11 ffidul ;; 4 i6 O 6 • o NNW' 0 i tql 4 � PI X O P F moolipp 11; 1 ii;t 1 IL YA Er 1 $A (1; el • t 0 n 1 rn th ( r •-s iQ RIDGE RIDGE COMMON TRUSS STRUCTURAL GABLE END 174USS 12" O.H. RIDGE 4• 0 1 s. Y ./ 0 V• D.S. 1 1 " / • z) z r z . T. 10' -0" 12 12 -0" ' • 12' -0" a' d' -5" K.O. mfl C0 0 RAKE 2 1 -0 " Ct. 1 -10 1/: 1• 4 0 D.S. 11 s • 1 � w 4 • IV • 0.5. >O z' d leaf CD 13' -0 • .8F .11 r th 1 0 z rn • rn 16k:i4" O L • z J § 6 0 .r • r • 3 1 -0 " •V N 6 s • D.5. 3' -0 1 ~ 1 ) 4 f! • • 4 • I • 4 • 11 1' -lO I/2►'2 - 3 - 0 1 x8 D. x8 - p• - 3' -0'► • 0 62 OVERALL FOOTPRINT 50 -0" d 4 1 -0 " O 8 -0" 12'-O" •1. r 04 O • o 0 • 4 1 -0 " 4 1 -0 " 4 1 -0 " 2x6 RAFTERS OVER 2x4 G.J. • 24" O.G. IE • 8' -1" ASV. MAIN FLOOR D. S. / \ • • Z 2 1_ O " 2'- " • 4 -O" 4x8 D.F. 6 it O ♦ - • O 2 -0" ••• n• " 18 -- {E • 8 ASV. MAIN FLOOR LINE OF INTERIOR VAULT - _... - -� N D rn 12'-O" 2� AA zm • 4 ' -O " 4x8 -1 -_ 1 f 1 • 1 - FILL 4 COMPACT FOR 4" GONG. SLAB . • m O •111m1.11. 41144 I D.F 12" ist in el r • ok." 0401321 sS4%\ 116TAI.L 1-IR' PROM COMBO OR MOWN 011MNI1ilek IAHD. — Mr' I :4 4E ' / WPM. JOB wow* a35 RE ' : �Gaw 3" r a - ` TG 1 S G QIL M 9LEN - - ARCHITECTS PAYMENT . I USE FEE DUE ARCHITECTS TH NORTHWEST NC. PRIOR TO O CONSTRUCTION FOR EACH STRUCTURE BUILT FROM ESE PLANS. THESE PLANS ARE COPYRIGHTED iN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF LE OR PORTIONS OF THESE VARIATIONS THEREOF WITHOUT WRITTEN PERMtS ERMISSI FROM ARCHITECTS NORTHWEST, INC. IS STRICTLY PR0Fi18tTED. THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE. AND SHALL REMAIN. THE PROPERTY OF ARCHITECTS NORTHWEST, INC. �� A SRED C ITE T /OBI /O4 N RT H WE ST 18915 -142ND AVENUE NE SUITE 100 WOODINVILLE, WA 98072 OFFICE: (425) 485 -4900 FAX (425) 487-8585 TOLL FREE: 1- 888 - 272 -4100 WWW.ARCHITECTSNW.COM t...12 5 Si?IhS F u_. ♦ 11 m 116TAI.L 1-IR' PROM COMBO OR MOWN 011MNI1ilek IAHD. 1 LATERAL RESTRAI I—iJ1 JES' 3- : a -. 1 8 DPa 3' :a! a' "coda A-9 "r I` 2/ o . VP", a"' 24 't* bade 1 0.04 t WI& JCS 41411111111V GISTERED .t - C ITE T 11V1 • W : TON /Qq!o PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST, INC. PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS VARIATIONS THEREOF WITHOUT WRITTEN PERMISSI FROM ARCHITECTS NORTHWEST, INC. IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF ARCHITECTS NORTHWEST, INC. NOR1 UE NE SUITE 100 ,,E: (425) 485 -4900 1 -888- 272 -4100 L rgFi • ../1 ! 1...r � _.� 1 1 =1111 � ./ 11111 Ir ■ • �.:,.. ; Ir11N WI 1111 1 . i .rr1r111I11111NIr1 111111 /1111 -.. .1i1111111 i�11111 / r11 �11111/1/ .1/1 •. .i1111 111 11/1111r11 rr , Ili �rll Ir I� .41r111r111/Ir1r1���111■11 1111111 1 � 111 11H11111 0 r .1. 1 e!llrfrl/;.. . idhl /1lI11urrr1/1lIr111r11111l111 rlrp' ..� 1 I ■ r111111iiC'�IN1 . _1.11111111r111 Ir1/1rI1111rIr111r11111�11 P. :; ;'&31h„1111rir111 ::a r11Ir1111Ir1111IrlII11lhul11rrr111 1r1� _ _. -- -.�I111 1111111 1. Ir111I1 11111rur111rh ri11�r1111r1... : �:! i�1 r ll UilHluIuIIllIIlillir�hlIIlihJIrr1 : i hIuIhIir ; y , IIuir1l ia�r111mHhI_ , wlrr.rwl «rrr..�.ra lt 2x8 TRIM SAFETY GLASS 5/4x4 CORNER TRIM • SIDES ! REAR 2x10 TRIM .�• -.yam• - .'t PATIO SLAB LEFT ELEVATION SCALE: 1/4" = 1 sGAE 14 "_r-tr 4b 12 t RIGHT ELEVATION - ter► -.••••• . - — 6" EXPOSED LAP SIDING 16"x30° LOU1/ERM ATTIC VENT (CEDAR) LINE OF INTERIOR VAULT 3:12 � • Dot • NOOK. • .111 III��. .i11l11111 1111/11N, .411111111111111 111►,11r1111116. .41 111 1 11 ■ — !! 111IIr1I111h. ... 1r Ir111rIr111111 ` IIIIr1r111rlr.l.. -�. _..1u ■r1111111111!;/Ir1111111 ..I I IIIIr11111r111ltr1 111 11111111111111/11111111 ..1l111hhII111111111/1I11111l 1111111111111111111P . im111111111111111111I111111111i11 /1111 11111111111111P" ,.1111 . i/ 111111111111111111I111111IlI1111rhIIilt _ - 11111P1P. .111111111 ., 1111111111111 111111111111111111111111111 /1111111_-_ - -._ ..Ii _ ___1111'' 1Irllrllrl .. 111111111111rIr /1rI�'" .�1111111r111111r1/11 ■ rrw,•rrrw.arrrrwl�rrr..�. rrw, rrrrrw .�rrrwlu.rr�w..rrarw,�rrr� r�.�rrrrw.rarar..�rr.. 111111111.. 11111r111IIr1.,. u/lu11111/111III CONTINUOUS GUTTER OVER 2x8 FASO I A 5/4 TRIM 2x10 TRIM 2x8 TRIM 5/4x12 CORNER TRIM EXPOSED TRUSS TAILS it • GARAGE 5 /4x6 CORNER TRIM • FRONT 6" EXPOSED LAP SIDING MAIN FLOOR FRONT ELEVATION SCALE: 1/4" = 1 ELEVATION NOTES: 1. VERIFY SHEAR WALL NAILING i HOLDOWNS PER PLAN SCHEDULE PRIOR TO INSTALLING SIDING. 2. MASONRY * WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.G. CHAPTER 10 3. CAULK ALL EXTERIOR JOINTS * PENETRATIONS. 4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I RC. R.705.8 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER I Rg032 4 8403.2.1 6. COMPOSITION SHINGLES PROVIDE WEATHER STRIPPING AT ALL EXTERIOR 4 GARAGE-INTERIOR DOORS. 1. PROVIDE CONTINUOUS GUTTERS t DOWNSPOUTS • ALL EAVES, TYP. 8. SEE SHEET I FOR ADDITIONAL NOTES. SCALE 61 _ ` r . J REAR ELEVATION 12 1 Ralf= PLYP OOD -- • 6x12 BEAM W/ 2x6 BRACKET - • 16 "x30" LOWERED ATTIC VENT (CEDAR) SHI N6LE STYLE SIDING 5/4x6 AI NDOW TRIM TYP. • FRONT 1x4 TRIM OVER 2x12 BARGE 2,c4 FLAT CAM 2x4 T7/04 'YIP. • WES a REAR 2014 TRIM 13 s. 4 ° 4 ° S KYLIGHT W/ LAM. GLASS - y 36" HIGH P.T. RAIL V4/ 4x4 PICKETS • 12" O.C. i t c ;.r se t— r� - '� 1• D014- / —/ ■ ft • PoRGH 2x6 TRIM (2) 8x8 P.T. POSTS 2x FLAT OVER 2x6 TRIM MAIN FLOOR LIGHTINEIGHT STONE VENEER (C.OBBLEF I ELD) 1t • uPPER WEIFLOOR +.• MAiti MAN 1 9.00R art OF Wawa* €C 2 MINN COMP O 4 1 _ ,.�����. ��•�..�......�R!` -- �. 11.E �.- �..�/�'��I '•�i� • SHEAR WALL SCHEDULE J < W X tl) NAIL SPACING II I PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST, INC. PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS O VARIATIONS THEREOF WITHOUT WRITTEN PERMISSI FROM ARCHITECTS NORTHWEST, INC. IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF ARCHITECTS NORTHWEST, INC. SITAR WALL TOP/SOTTOM BLOCKING HEM -FIR *2 DESIGNATION EDGES STUDS PLATE REQUIRED */FT. 62-4 bd 4" 4" - 4" NO 250 PI-6 8d 6" 12" 6" YES 210 PI-4 8d 4" 12" ' 4" YES 310 PI -3 8d 3" 12" 3" T YE5 400 P2-3 8d 3" 12" , 3" YES 800 SHEAR WALL NOTES: 1. 62- GYPSUM WALLBOARD TWO SIDES. PI- 7/16 A.P.A. RATED PLYWOOD OR ORIENTATED STRAND BOARD (0.5.S.) ON ONE SIDE OF WALL. P2- T /I6 A.P.A. RATED PLYWOOD OR ORIENTATED STRAND BOARD (O.SB,) ON EACH SIDE OF WALL. 2. FOR PI -3 s P2 -3 SHEAR WALLS USE 3x STUDS AT ADJOINING PANEL EDGES. 3. NAILS SHALL BE 8d COMMON 4. WHERE PLYWOOD IS 2 51DES OF WALL, JOINTS SHALL FALL ON 5EPERATE STUDS EACH SIDE. 5. ALL PANEL EDGES BLOCKED WITH 2 -INCH NOMINAL FRAMING FOR PI-6 t PI-4 SHEAR WALLS, PI -3 AND P2 -3 SHEAR WALLS REQUIRE 3x FRAMING MEMBERS AT PANEL EDGES. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY FOR PLYWOOD OR A.P.A. RATED SHEATHING, GYPSUM SHEAR WALLS SHALL BE INSTALLED WITH THE SHEETS RUNNING HORIZONTALLY. SPACE NAILS • 12 INCHES ON CENTER 0 INTERMEDIATE SUPPORTS. b. 5/8" DIAMETER ANCHOR BOLTS SHALL BE 10 INCHES LONG SPACED A MAXIMUM OF 24 INCHES ON CENTER. 3/4' DIAMETER ANCHOR BOLTS SHALL BE 12 INCHES LONG SPACED A MAXIMUM OF 24 INCHES ON CENTER_ PLATE WASHERS ON ANCHOR BOLTS SHALL BE 3x3 BY 1/4. ANCHOR BOLTS AND WASHERS TO BE GALVANIZED OR STAINLESS STEEL. - r. REFER TO PLANS AND SECTIONS FOR ANCHOR BOLT SIZES, SPACING, PLATES NAILING ETC. - wit • UPPER 14- r • - y.,c. COMPOSITION SHINGLES OVER I/2" GDX OR 0.5.B. OVER 151b FELT OVER TRUSSES FINISH PER ELEVATION OVER 1/2" GDX OR 0.53. OVER 15Ib FELT SCALE L#4 s -Cr pis W V GE R -38 INSULATION TYP. • CEILING L I6HT N MSTR BDM KITCHEN (2) 2x4 WALLS .; .; ■•••••••••■•••••••••••01. ...1f04 • ••••••••••••••• , v••••••••••••••••••• •••••••.••c• :.. •• 41100yyyy 1 1 4044411 1144 41144411444•.'•∎ u MAIN FLOOR GOY'D PORC.H I/2" 6' TYP. • RAfrMI SPACE SUBFLOOR IE • MAIN MAIN FLOOR • It • GOV'D PORCH MANUFACTURED TRUSSES PER PLAN 6 '13 _h ) VB. OVER SRN4_AR FILL. 5t''' 4' TO Ott 12001 C NERVASTROHL OR FLASHING FOR WATER PROOFING BUILDING SEGTION 'A' SCALE: I /4" = 1 - -38 INSULATION TYP. • CEILING BUILDING SEGTION 'B' • ; • r ' } yc 4 ° 4° SKYLIGHT 4 4/ LAM. GLASS ND 4 ° 4 ° SKYLIGHT W/ LAM. &LASS INSULATION E3AFFLE VENTED BLOCKING ft • UPPER LAC CONTINUOUS FOOT,* T REVIE FOR CODE CON Lit'.' Of 1 uKi i1a — i BUILDING DtV!SION . E t AN 2 6 2 OOE - \_. POSTS s eEA s PER PLAN Pawl ;\ j r • • 14' ISCISMID art CP11,110111A 'DEC 2 3 • 11t` • b i 5O44 - GISTERED . le C I TE T t imr. 1 II I PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST, INC. PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS O VARIATIONS THEREOF WITHOUT WRITTEN PERMISSI FROM ARCHITECTS NORTHWEST, INC. IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF ARCHITECTS NORTHWEST, INC. R1 n_�cuccc�i ,E IG 3•: a' -G Wael :Raw 5,. tea x`+'S: 3• 24 7. �/ � AT B live 2 04 .A TK 3 :4 _ / 7 . 11 0/0 41 UIVERAII. sae %UN E? 04"'635 vi wit • UPPER 14- r • - y.,c. COMPOSITION SHINGLES OVER I/2" GDX OR 0.5.B. OVER 151b FELT OVER TRUSSES FINISH PER ELEVATION OVER 1/2" GDX OR 0.53. OVER 15Ib FELT SCALE L#4 s -Cr pis W V GE R -38 INSULATION TYP. • CEILING L I6HT N MSTR BDM KITCHEN (2) 2x4 WALLS .; .; ■•••••••••■•••••••••••01. ...1f04 • ••••••••••••••• , v••••••••••••••••••• •••••••.••c• :.. •• 41100yyyy 1 1 4044411 1144 41144411444•.'•∎ u MAIN FLOOR GOY'D PORC.H I/2" 6' TYP. • RAfrMI SPACE SUBFLOOR IE • MAIN MAIN FLOOR • It • GOV'D PORCH MANUFACTURED TRUSSES PER PLAN 6 '13 _h ) VB. OVER SRN4_AR FILL. 5t''' 4' TO Ott 12001 C NERVASTROHL OR FLASHING FOR WATER PROOFING BUILDING SEGTION 'A' SCALE: I /4" = 1 - -38 INSULATION TYP. • CEILING BUILDING SEGTION 'B' • ; • r ' } yc 4 ° 4° SKYLIGHT 4 4/ LAM. GLASS ND 4 ° 4 ° SKYLIGHT W/ LAM. &LASS INSULATION E3AFFLE VENTED BLOCKING ft • UPPER LAC CONTINUOUS FOOT,* T REVIE FOR CODE CON Lit'.' Of 1 uKi i1a — i BUILDING DtV!SION . E t AN 2 6 2 OOE - \_. POSTS s eEA s PER PLAN Pawl ;\ j r • • 14' ISCISMID art CP11,110111A 'DEC 2 3 • 11t` • b i - NOTES: 1. Use adjusting blocks as required to bring frame to grade. 2. All materials to be aluminum or galvanized and asphalt coa :ec (1rea;men: 1 or 3. Must be located for access by maintenance vehicles. 4. May substitute WSDOT special Type IV manhole (RCP only). 2C standard type 2 -60: diam. CB concrete top slab 36" CMP riser ---- standard locking M.H. frame & cover see K.C.R.S. dwg. no. 2 -022 compacted pipe bedding M.H. steps 12" O.C. weld or bolt standard M.H. steps r C IC 20 PLAN NTS 2" ASPHA1.7 CONC. PA vEIdENT - SEE ROAD SECTION FOR - SUB -BASE REGUIR£1S9ENTS LEGAL DESCRIPTION i 1 GRAPHIC SCALE (DEFT) 1 iftcti = 20 ft. frame locking lid (marked `DRAIN) mounted over 24" diam. eccentric opening maintain 1" gap between bottom 01 slab & top of riser --- provide pliable gasket to exclude dirt riser, 36" diam. min.. same material & gace as tank welded or tusec to tank max detention tank SECTION NTS DETENTION TANK ACCESS DETAIL NOT TO SCALE sC t r 2 1 THICKENED EDGE ASPHALT DETAIL NOT TO SCALE LOT 16. BLOCK 1, SECOND ADDITION TO ADAJU'S HOME TRACTS, ACCORDING 10 ; ^E PLAT THEREOF RECORDED IIN VOLUME 12 OF PLATS, PGAE 90, RECORDS OF KING COUNTY, WASHINGTON. THE EAST HALF OF LOT 17, BLOCK 1, SECOND ADDITION TO ADAMS' HOME TRACTS. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, IN KING COUNTY, WASHINGTON. C BENCHMARK &evetion Dctum per Sevier )4h 120 on South 148th St. - ran elevction = 277.7 ! C• . A PorLioii of the NorLheast Quarter, Section 22, Township 23 North, Range 4 East c oft L 1 e':. C;; •C ;.pe = 2 ...i.. t' - ' .. = ♦. t.. C � 1r .1. r r V ♦ L♦ 4 V. ct .: C: ■ 1' 2% A.C. PAvEmENT THERE ARE NO S.. (VE R 4 H' ;r; THAT A E GREATER - AN 20% N.V TE - FLOW LINE TO BE DIRECTED C CA 1 CH E-bc!N AS S - - ON PLAN CI . EASEMENT PRIVATE ACCESS ROAD ''or:^ enc 3E \ C: rC. r :.`2 = L 2" COMPACTED DEPTH CLASS ..B" ASPHALT • 1 1/2" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 2 1/2" MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. t PES 'E C- �e = CB#6 (TYPE 1) 3' BEHIND NEW ROW LINE GRADE) • po ..c (POND TC BE FILLED) - :M: 223.5 + /- (MATCH IE: 219.4 (12 ",E) NEW IE: 219.4 (12 ",S) EXIST W; SCUD, LOCKING LID c--: c..: E x :ce of ycr a Ex;S T 12` C 247 ccric. � � V 238' 2,36' 234 EX. 12" ... C .•► - •■ • 230! N N 0o r 6" SIDE SEWER 1 8' SIDE SEWER EASEMENT END ACCESS ASPH.' PVMT; ® PROP. LINE 5 r E xist M--- 'rr - 223.2 irw( S)= 279.4 REII.CLL 1 South 150th Street r' EX. C8 w f�_ L V - 1E: 276.5 (12 EX IIE: 216.2 (t 2',w) EX 0 15" w 6" PVC ® \ IN GUTTER DR IN r - - - t Folk / rnu&y a Do4 - 4G1 / J>o44-4 PROPOSED CONTOUR - (TYP) 85.18 L_ 6583 2 8234 SF FFE: 232.0 SE s SUB 1 RAC TOR ; c Cahi r'i w L A` cip4; 7380 SF END ACCESS ASPH. PVMT. STA 2 +25 I 1' . c_ O 1 6" PVC ® MIN 17 GUTTER DRAIN -- 1 I CONNECTION • NI #4 •,( TYP E 2 - ") 1 1 STA 1+71, 9.0' LT I 1 RIM: 231.9 (SOLID, LOCI4 LID) I !E: 2221 (12 ".S & E) . - - - - _r- - - DRIVEWAY 65' Cis #5 (E� t) g STA 0+26.5. 5_C' LT (PR iv.. RO) sTA C+70.0. 26.5` IT (S 150 ST) MI M: 225.2 1 IE: 220.67 (12' W/ SCUD. LOQMW G LIO t _. EXISTING CONTOUR (TYP.) I s 17 i 1 . CON■ECTION - . , DRIVEWAY • 1 o.-00 MH rei i cIdizebRoP _te • s�=-� _ - - 1 r '� : 1 1 1 1 2 CMP. _ _ i ASPHALT - ACCESS • 4 1 �•` ._._ C 0+7518 (S. 150 ST) Q. 0+00 (PRIVATE RD) S88'05'43 11E 192.85' /POTENTIAL HOUSE FOOTPRINT (TYP) r r J I L ` EXISTING ` ,i GARAGE REmOvrp f , r 107.67' 4 CBij2 (TYPE 2- 48 ") STA 2 +32.5, 2.0' LT _ ' w LOCK, SOLID LID R M: 233.0 - /IE: 22G.F.7 ` (30 ",S) 11 552 FFE: SF - 1 234.0 1 6 " PVC SDR 35 MIN 17. �! GUTTER DRAIN CONNECTION . ASPHALT- - ACCESS & UTILITY 1 NEW 20' 1 EASEMENT 1 x 20‘ 1 -- l GARAGE J T9 BE REMOVED) L _ 1 INLET 0 STA 1+71 221.8 234 . 6" SIDE SEWER - `''9760 75.00 DETENTION PIPE ACCESS RISER STA. 1 +30 (SEE DET. THIS SHT. THICKENED EDGE GUTTER FLOW LINE I � e UTILITY 1 EASEMENT : SF - . . FFE: 229.0 cb k.J 1 1 I C8#1 (TYPE - .2 -54 ") - 1 STA 0 +38. 2.0 LT 1 j - W/ FLOW RESTR)CTOR 1 _ 1 RIM 225.5 (12 ,S&\3Q "L, Ex. Dn►Y f FOR LOTS 2.3 & 4 5 ' DEDICATED , ex • .!T • ••••.--•m• ••••.--•m• ! 1,00 6" 94E SE sER .e K sr. (cO L TACTOR TO Ew WATER kJ( TERS L 2(1 DOE ORiVEMAY (30' C11R8 OJT). SEE OUTM. 94T. 2 A • . • • A i s '1' ■4 F." PVC 1% MIN SHED TO BE REMOVED if REMOVE EXIST. CURB OBOE' AND REPILAa rlfl TM STD. Cif. GUT ER SiDEWM.K. Existing House #4320 I I 1 1 9.80' N22.601 62.49 1 - • FFE: I 230.0 ! 6505 SF 1 1 DERiVEWA T _ NE6 20' WIDE t \ 8 ABANDON EXIST. \ HOUSE SIDE SEWER ; 1 1 CONNECTION ex. COrIC Schroeter 1 LOT 4: LOT 1: LOT 5: NOTES: DRIVEWAY YARD DRAIN (SEE DET. SHT. 2) NEW WATER METERS VICINITY MAP NTS ASPHALT 65.18 & UTILITY EASEMENT _ • DETENTION PIPE AND WETVAULT DET. VOLUME: 2217 CF ViETVAULT vOL: 3047 CF GUTTE #4310 - 6518 SF CPEPa .27% DRNEwAY LOT IMPERVIOUS AREA: EXISTING HOUSE AND DRIVEWAY - NO CHANGE LOT 2: NEW HOUSE .FOOTPRINT: DRIVEWAY: LOT 3: NEW HOUSE FOOTPRINT: DRIVEWAY: NEw HOUSE FOOTPRINT: - DRIVEWAY: EXISTING HOUSE: - NEW GARAGE: DRIVEWAY: LOT 6: NEW HOUSE FOOTPRINT: - DRIVEWAY: LOT 7: NEW HOUSE FOOTPRINT: - DRIVEWAY: PRIVATE ROAD EASEMENT: us 6 3- tr.o3 Surveying 2100 SF 400 SF 2000 SF 660 SF 2100 SF 800 SF 1150 SF 400 SF 400 SF TOTAL IMPERVIOUS: 19,378 SE - 2100 SF 400 SF 2000 SF. 400 SF 4468 SF REVISION HO. i 1. LOTS #1, 6 & 7 SHALL HAVE A SEPARATE DRIVEWAY ACCESS DIRECTLY FROM S. 150th ST. 2. LOTS #2, 3, 4 & 5 SHALL HAVE ACCESS FROM 'THE - PRIVATE ACCESS ROAD. THESE 4 LOTS VALL ALSO HAVE EQUAL MAINTENANCE RESPONSIBIUTY FOR THE ROAD. JOINT RESPONSIBIUTY FOR THE PRIVATE DRAINAGE • • 4. LOTS #3 & 4 SHALL BE EQUIPPED WITH 'A nR SUPPRESSION SPRINKLER SYSTEM. 5. .ALL NEW HOUSES SHALL HAVE ROOF/GUTTE14 DRAINS -THAT ARE PIPED DIRECTLY INTO THE PRIVATE DRAINAGE :- SYSTEM. PIPING CONNECTION FROM THE HOUSE SHALL • BE A PERFORATED PIPE CONNECTION PER THE DETAIL THIS SHEET. - BACK OF WALK) These plans have been reviewed by the Works Department for conformance with City standards. Aaxptance is subject to omissions which do not authorize violadoos adopted standswds artimances. The for the adequacy of tbe design lea designer. Ackrstions, deletions or whims ;drawings after this die will 'mid this for subsequent approial. acceptance is subject to Geld imams c;-1 the Patiic Works wails PROFESSIONAL LAND SURVEYORS _ Box 813, Seohurst, Nioshington 98062 4:206) 242-6621 FAX (206)243-9679 1. PER CITY REVIEW 12/18/02 2. MOVED STORM 1/22/03 3. MOVED STORM 2/15/03 3. MOVED CB#6 3/4/03 . 62 W ;;-) 0 131 c) ° ,,„ ao (NJ tn " I CC ) 1.11 8.; 6 - (4 c z cy) 0 ,aci W (3) a ' End co -ch co le in L 1 KWILA IC WORKS 1 1 iirtl File: D04 -0461 35mm Drawing #1 m O 0 co o \9 "- z 20' W ASPHALT ACCESS UTILITY ESMT ROOF LINES 5 88°0220,2" E 20 00' w �---- r. (p - - -.- — - - SANITARY SEWER STUB 5 88 ° 0'1'02" E 20.00' 1 Inch 1/16 1 i•_ N 88 ° 05'43" W 10 r r' ------ GONG r r r P ATIO 4' GONG WALK • STORM S 8�8 °O'1 STUB - ■ • ‘s� NOTE: _- CONNECT FTG ROOF DRAINS TO EX'S DETENTION SYSTEM $ ',l. N , UI & G. L IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIILIIIIIIIII .ii iiiilllii.jiiiIIIIII i I III. III. I.. IIIIIIIlI 20 Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: These plans have been reviewed by the Public Works Department for conformance with cu rrent City standards. Acceptance is subject to errors arjd omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. By: 1/(0/0 Q. /4w______ IIII Iii,ll�IIIIIIIIIIIllilllriliii� 11)1 i 11�11Ii IIII�IIII LOT.C✓C7'VERAC -E LOT AREA: HOUSE /GARAGE AREA: COv'D PORCH AREA: TOTAL AREA: H� C�HT C TALC; . B: G: : AVG EXIST'G GRADE: HEIGHT ALLOWANCE: MAX HEIGHT ALLOWED: HEIGHT OF BLDG RIDGE: UNDER BY: LE DES RI FTI Oil RE bra � s �!/� V' •' :D LOT 4 OF ADAM'S HOME TRACTS VOL. 12 OF FLATS, PAGE c10 RECORDS OF KING COUNTY O SCOTT McLEAN 37123 17TH AVE 5. FEDERAL WAY WA '18003 PH: 253 '188 0 '162 SITE FLAN SCALE : ER. E 11,506 S.F. I, '165 S.F. 136 S.F. 2,0ciq S.F. = 18.24% 232.40 254.10 235.80 +232.30 '132.60 / 4 = 235.15 +30.00 265.15 - 260.4'1 2.66 DEC Z TU Kurr i Lam: PU IC Wain KS 0 10 INN WI .1 • IL 0 REC CITY OF TUKWILA DEC 2 8 2004 PERMIT CENTER 0 20 40 oo4-4/I 3. A . "" 1 N 0 co w J _1 z 0 0 0 C/) U L1-1 0 U z co Cn U = Q 000 w' r F- u'1 P. � th Lo co z c‘j co www Q U ," a zoJ Tr o 0) w Z ANW JOB NUMBER: 040821