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Permit D04-462 - MCLEAN RESIDENCE - NEW HOUSE
I • p MCCLEAN RESIDENCE 4314 S 150 ST D04 -462 Z • W 6 J0. 0 O' U) 0 .W =. JF-; tO LL: ' W o. .2 a. _a • i- _' Z 1-0: ZF-': W ' � Q Q � =a ~H u. O • W.. U 0 Z Parcel No.: 0042000089 Address: 4314 S 150 ST TUKW Suite No: City o Tukwila Tenant: Name: MCLEAN RESIDENCE Address: 4314 S 150 ST, TUKWILA WA 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 Owner: Name: LEABO DON Address: 6855 176 AV NE, SUITE 235, REDMOND WA DEVELOPMENT PERMIT Contact Person: Name: JONATHAN COOPER Address: 27013 PACIFIC HY S, PMB 302, DES MOINES, WA Contractor: Name: HOMES BY MCLEAN LLC Address: 37123 17TH AVE, FEDERAL WAY WA Contractor License No: HOMESML954CZ Phone: Phone: 206 571 -8093 Phone: Expiration Date:02 /09/2007 Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D04 -462 Issue Date: 05/09/2005 Permit Expires On: 11/05/2005 DESCRIPTION OF WORK: CONSTRUCTION OF 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 SANITARY 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 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 40 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Storm Drainage: Y Street Use: N Profit: N doc: IBC - Permit D04 -462 Public: Non - Profit: N Printed:' 05 -09 -2005 3ue.s...,.i,..a.,._.., ,...;_...,...._> �.:x�wc;• n.::�:ilia�3.N.'� „z,:, �, '.;u �1t- :�...::,s:i :r: Water Main Extension: Water Meter: doe: IBC - Permit City o :lukwila 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 Private: Public: N * *continued on next page ** D04 -462 Steven M. Mullet, Mayor Steve Lancaster, Director Printed: 05 -09 -2005 Permit Center Authorized Signature: 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 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• ' •n or the • -rformance of work. I am authorized to sign and obtain this development permit. c Signature: ���/11` I lb Date: 4 .---- C ( — doc: IBC - Permit Print Name: CO Permit Number: D04 -462 Issue Date: 05/09/2005 Permit Expires On: 11/05/2005 Date: Steven M. Mullet, Mayor Steve Lancaster, Director U5 1.0 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D04 -462 Printed: 05 -09 -2005 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0042000089 Address: 4314 S 150 ST TUKW Suite No: Tenant: MCLEAN RESIDENCE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: D04 -462 Status: ISSUED Applied Date: 12/28/2004 Issue Date: 05/09/2005 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 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: All wood to remain in placed concrete shall be treated wood. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 13: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 14: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 15: 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. doc: Conditions D04 -462 Printed: 05 -09 -2005 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 16: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE 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. 17: 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. 18: 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). 19: 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: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 21: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 22: 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. 23: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 24: Any material spilled onto any street shall be cleaned up immediately. 25: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 26: 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. 27: 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. 28: 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. 29: 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. 30: 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. doc: Conditions D04 -462 Printed: 05 -09 -2005 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 31: Owner of Lot 3 under this permit, shall execute a Private Storm Drainage Easement for the benefit of Lot 4, prior to final acceptance by Public Works. 32: Site construction, including foundation preparation, shall comply with previous Geotechnical Report/Evaluation, by Bergquist Engineering Services. 33: ** *FIRE DEPARTMENT CONDITIONS * ** 34: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 35: 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) 36: 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) 37: 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) 38: 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) 39: 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) 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 -462 Printed: 05 -09 -2005 It I hereby certify that I have read these conditions and will comply with them as outlined. AU 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. doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D04 -462 Date: of law and ordinances other work or local laws Printed: 05 -09 -2005 Tenant Name: Company Name: Mailing Address: CITY OF TUKWILA, Community Developmen, apartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Site Address: 43/ S. 1 cell S-1-, Property Owners Name: SCO4 — L Len+n Mailing Address: 3 ( a 3 n-A AVE-C. ee eret `.1 City Name: -:DA a-1'irt an o eee - Mailing Address: o.7O 1'1 Pa t'4C_ S• , P M ,g 3o D— E-Mail Address: C ooTCrcle tk-1C1 en 4G— Sn Comet GENERAL CONTRACTOR: INFORMATION (Mechanical Contractor information on back page) Cooper 0 -N e L o \ovYl en-}' L L L a7 613 D4C-Ze C, 4 4 .S ) P IM 3 3oa ms Mornes� iJr F City State Zip Day Telephone: 5 _41 Company Name: Mailing Address: ` /_ Contact Person: �chnct - heIi1 C- E -Mail Address: oo1(Y cI etre_ p flat-AA-0 wish • /owl Contractor Registration Number: Coo Pe O Lei 9 07 Expiration Date: 1 4 ( KAYS **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 ) of Is- IH2riti 44 tie_ eve S-k IoO t,holiwait1t , u114- q 7 2- City State Zip Contact Person: Day Telephone: K2S — Las-- e / OU E -Mail Address: ENGINEER OF RECORD All plans must be wet stamped by Engineer of Record Company Name: M1,1' vin Inc. Mailing Address: 7 cc3-I -- 1 b t..v\ prvt c2P Aw\ o t.t c viA61— Q s-vs a- I_ ii City State 'Zip Contact Person: f tt e l Wick ( r Day Telephone: N l - T — - 7 t(^7.. ( E -Mail Address: Fax Number: 1permits plus\icc changes \permit application (7.2004) . 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 ** (di i 4-c c-i Nor+twue,s+- Page 1 Building Permit. No. boy-¢- 1 k/2-- Mechanical Permit No. 1 Jl O' - Z2 Public Works Permit No. Project No. (For office use only) King Co Assessor's Tax No.: OQ / LOO-'OD Suite Number: Floor: New Tenant: ❑ .... Yes ❑ ..No State Day Telephone: (g4 5 - 7 1 r go93 De -s M of vkes u)## q fag g Zip City State Fax Number: 3-d 6- g70- y 4 6 ci)' Fax Number: 0-06-- V()- 8' Fax Number: LIZS"-'1S.7 Zip • Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor • I )-.51) 2 "d Floor I31 3 Floor Floors thru Basement Accessory Structure* Attached Garage --/ 2-5 Detached Garage Attached Carport Detached Carport Covered Deck r 1 I (0 v Uncovered Deck BUILDING PERMIT INFORMAN - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ I J 0 Existing Building Valuation: $ ,9-0(? co CJ 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): 733 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 \permits plus\ice changes \permit application (7.2004) • Compact: Handicap: o If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑..Automatic Fire Alarm Y..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ..Yes ❑ .. No 1f"yes", attach list of materials and storage locations on a separate 8 -1/2 x I1 paper indicating quantities and Material Safety Data Sheets. Page 2 PUBLIC WORKS PERMIT INFOMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): I1-4,t\ d 11 ew k & - Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District 0 Tukwila `0... Water District #125 - L7y ...Water Availability Provided Sewer District ❑ ...Tukwila -E Va1Vue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Or bmitted with Application (mark boxes which apply): ...Civil Plans (Maximum Paper Size — 22" x 34 ") echnical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ...Bo // ��• .'. Insurance 1 ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ED ...Hold Harmless Propdsed (marl� _that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours 3 Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance ...Construction /Excavation/Fill - Right -of -way Non Right -of -way X `[. Total Cut 'So cubic yards ❑ .. Work in Flood Zone ..Total Fill cubic yards `r.. Storm Drainage Ig //� —V ...Santtey Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation ,, Domestic Water " ( " wo# - V 1 5.1", 12S) Si? Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size -5- ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public \permits plus \icc changes \permit application (7 -2004) 1 Call before you Dig: 1- 800 -424 -5555 WO# WO# Private Private ❑ .. Highline ❑ ...Renton ❑ .. .Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water Monthly Service Billing to: Name: Mailing Address: ❑ ...Sewer ❑ ...Sewage Treatment Day Telephone: City Stale Zip Water Meter Refund/Billing: Name Day Telephone: Mailing Address: City State Zip Page 3 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU I I Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BT,U . Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000.3TU Suspended/Wall/Floor Mounted Heater Ventilation System Wood /Gas Stove .-- 30 -50 HP/1,750,000.'$11J' - • , ....r Appliance Vent Hood and Duct fr 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 INFOI'"'""ATION — 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: (, eAdOa 44 Pa �jj� t• �' / � r Mailing Address: a gUa /u 111 • j 4 - CIE J Xi he �i.�h' n , GSM') Use: Residential: New .... Replacement ❑ Commercial: New .... ❑ Replacement ❑ Fuel Type: Electric ❑ Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: Mailing Address: Date Application Accepted: %permits pluAicc chanbeslpermit application (7.2004) Date Application Expires: Page 4 City S-1 3 'State v City 1 fiu 6u VN 9 (P Contact Person: Day Telephone: ,-)-c --- 93 ! -CA 1 " E -Mail Address: Fax Number: gS3 -r - OLI I d Contractor Registration Number: 6 7 em-IA (£ S C7 Expiration Date: a OS * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ 75 0v I / Scope of Work (please provide detailed information): Pra\l i d e, G{ t t c-1- 4 v v1 ace (ij .r r ,i >I to r 4c -e K i, i karvt-e- 4 BUILDING . ' •R AUT•, • , ED A!j? T: Signatu / 1.40 �� /_ Date: 12- Print Na 7 ewp.cr Day Telephone: 1 S 71" r 001 wi-1- Wile 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. State Zip Staf 'tials: `' i QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 -100 $23.50 101 -1,000 $37.00 1,001 - 10,000 $49.25 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for 1s ` 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. ii.R94EpT NAME PE ?T # BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 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 $250 (1) 2. Enter total construction cost for each improvement category: General Erosion prevention O 0 Water - 7 5D Sewer — 7SD Storm water 12 U Road /Parking /Access 1 0 O A. Total Improvements cf 9-o c) 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. 10S. C. 2.0% of amount over $100,000, but less than $200,000 of A. c.D. 1,5% of amount over $200,000 of A. vv 4. TOTAL P ►I-REVIEW FEE (B +C +D) $ (4) 5. GRADING Plan Review and Permit Fees $ (5) Enter total excavation volume 1 -$ 6 0 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. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 3�OC) 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. RECEIVED Grry OF TUKWILA Approved 09.25.02 OE 2 8 2004 Revised 03.18.03 Revised 05.13.03 PERMIT CENTER Revised 06.07.04 tc;4 4&2 QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101 -1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1 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 %) $1.00 0 -1 $0.00 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees °° 6. Permit Issuance /Inspection Fee (B +C +D) /° 5 ( 6) 7. Pavement Mitigation Fee $ (7) 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 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 R evised 06.07.04 V • 2 ..t 0 $ 2 (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 z w ' or OJ (.0 w Total A through E $ .. (9) w u.= III z= F— 1— 0 Z ~ uj Total A through G $ (10) O - O I-- ‘o w • w DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ /2 ' /2 55 ' F tL 0 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE v N; This fee includes two inspection visits per required inspection. Additional inspections (visits) 0 ~ attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. Z 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Storm Drainage Mitigation $ G. Other Fees $ 3 al4y1 V6/0 z RECEIPT z Parcel No.: 0042000089 Permit Number: D04 -462 -1 o Address: 4314 S 150 ST TUKW Status: ISSUED N 0 Suite No: Applied Date: 12/28/2004 w w Applicant: MCLEAN RESIDENCE Issue Date: 05/09/2005 N 1- w Receipt No.: R06 -00060 Payment Amount: 58.00 co cs Initials: 7EM Payment Date: 01/18/2006 09:55 AM H w User ID: 1165 Balance: $0.00 z H zE— U0 co 0— 0 H ww TRANSACTION LIST: H �? Type Method Description Amount LI O Payment Cash 58.00 w 0 O H Payee: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 CARPENTERS FINE BUILDING BUILDING INVESTIGATION Account Code Current Pmts 000/322.800 58.00 Total: 58.00 1368 01/18 9716 TOTAL 58.00 Printed: 01 -18 -2006 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 0042000089 4314 S 150 ST TUKW MCLEAN RESIDENCE R05 -00651 LAW 1630 HOMES BY MCLEAN LLC TRANSACTION LIST: Type Method Payment Check 1012 BUILDING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE Description 000/322.100 000/342.400 000/342.400 000/386.904 RECEIPT Account Code Permit Number: Status: Applied Date: Issue Date: Payment Amount: 2,260.24 Payment Date: 05/09/2005 11:21 AM Balance: $0.00 Amount 2,260.24 Current Pmts 2,127.24 23.50 105.00 4.50 Total: 2,260.24 D04 -462 APPROVED 12/28/2004 98i 05/10 9716 TOTAL 4926.92 Printed: 05 -09 -2005 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doc: Receipt Payment City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 0042000089 4314 S 150 ST TUKW MCLEAN RESIDENCE R04-01732 BLH ADMIN SDM CONSULTING TRANSACTION LIST: Type Method Check Description 3226 PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW 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: 1,737.71 004-462 PENDING 12/28/2004 1,737.71 a7: 64 .1.1/27 , 7 4 7 t6 TC T 12/28/2004 12:33 PM $2,260.24 0..20 Printed: 12-28-2004 • , ■ rwit■•■ ,A.a.14 t....weANtytIct.K.w,V;A.1,0=41.)47,4AP.12.4',.‘ Project: 4 0 L F 4' j Type Inspection: I I v`1 r4- t,■ Address: LI z1 y — t�0 si D to Called: — 04 , Special Instructions: Date Wanted: J — o — 2) 4 a.m. p.m. Requester: Phone No: 1 Y tor INSPECTION RECORD Retain a copy with permit �Q L INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 4 4 6300 Southcenter Blvd., #100, Tukwila, WA 98 ''� (2 a 43 Approved per applicable codes. Corrections required prior to approval. COMMENTS: C' -?1" (AJ1 trv✓e EA'? V ?o,r 1 e ire 0 IL TO F= l :V a. L. Date: CA's ° — v .�. -367 .00 REINSPECTION F I E REQUIR Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 0. Call to schedule reinspection. Recd pt No.: Date: COMMENTS: Type of Inspection: - 1 • R 4 41 / ^/ 4, / 5 -4„,,„ Al eir /,.. 5 :)Ic Le ,V" --,4*--0 7.7--7 Date Called: ■ /7.,9 r 4 • cbi /-e c/ l - / 7— 6 Special Instructions: Date Wanted' a.. m I /-:/2 4 ti6. /5i-v4 V (G417/— z, Gchl /4644 — 4- Pt la 0 / , , - Project: , 6 1-?‹ /),e Type of Inspection: - 1 • R 4 41 / ^/ 4, / 5 -4„,,„ Addiess: 4. j. q / _57) Date Called: ■ /7.,9 r 4 • Special Instructions: Date Wanted' a.. m Requester: „.( • Phone No: 0 .; INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 e INSPECTION RECORD Retain a. copy with permit pproved per applicable codes. Corrections required prior to approval. or: Date: —/ e - 8.00 REINSPECTIO kFEE REQUIREd. Prior to inspection, fee must be aid at 6300 Southcentbr Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 206)431-3670 Project: Type of In coon: Addr s: Date Called. Special Instructions: Date Wanted v/ 7 Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: ns• ctor: INSPECTION RECORD Retain a copy with permit (206)43 1 -3670 67L 1 cam, - 93) $58.00 REINSPECTI(5N FEE REQUIRED. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Project: A A / VIC /9414-% Type of Ins ectin: 1: ..-- fill 2 Address: 4 -/3 /4` Date Called: Special Instruction's: Date Wanted: t--/7--, a. -' Requester: q Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 os.„ Approved per applicable codes. COMMENTS: Date : J'/7-69/ $58.bOREINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Corrections required prior to approval. Date: Tt 0. (206)431 -3670 1 Project: d t ai"1 Type o ection: �r' ` - p /a Address: _ Date Calle : Special Instructidns: Date Wanted • a.m . Requester: Phone No: 5 Approved per applicable codes. COM KITS: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0. 06)431 -3670 Date: / „n Corrections required prior to approval. $58.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. COMMENTS: Type of Inspection: - r 5e PESc Pw Final lAVego CUi'Lli c t,1/4r-dv. Date Called': -12.-06 i; „� - 4 3r r r St414 v th A,.:.t . 1AV° to ? (mQki 1/(V) t.. -k ....Q c ukrw\ V l\/t' 4-t4.. J C, (A.NA 1 ,k /()/a c -1,,, l A i Project: Mc man le-S. Type of Inspection: - r 5e PESc Pw Final Address: 43/4- 5 15o St Date Called': -12.-06 Special Instructions: . Date Wanted: H3-006 a Requester: ■ Smi-th Phone No: 253-500 -054 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. 0 Corrections required prior to approval. Inspector: Date: i 1 1 3/010 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. Receipt No.: Date: Project: /t 4- lea/Z-1 Type of Inspection: / 1 ' 7 Address: 1 13 r 1 Date Called: Special Instructi s: ' ' Date Wanted: /7 a.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: t 4 (- Jf..L t� / s 7.41-&( 44,/f1-4 7471, ,77 s 3 a p ha4, s 61F - 401-‘ 7 7 ),/l . ► 3 t I Li Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. H c,, ,,- , , t' )- e• ,e' I'leil El $5$ '00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: P ( 06)431 -367 Project: A A 1 W tdeei Type of Inspection: 4.1/.7,1,1111):7 Dat Called: Address: 4 / c5 , � i Special Instructions: Date Wanted: 169.6 a.m. Requester: Phone No: 1 I COMMENTS: '471.9 'e.e."711,Zeo'ler( Dat e v— v ) INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Corrections required prior to approval. L.__I $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Project: A" of Inspection: Type l / 4' . Address: Glt y l /cam Date Called: Specia nst ctions: Date Wanted:/ �/ a.m. Requester: 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 0 Corrections required prior to approval. COMMENTS: �a G!J-7AP.,6/3 r El $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: 206)431-367 Project* Type of Inspection: Address , / � ��� Date Cal red: Special In Date Wanted: 1.1 "674 ,a.m.. pm. Requester: 1 PhonNo: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Date: 3--4 Approved per applicable codes. vV� El $58.00 REINSPECTION FE 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 C orrections required prior to approval. Date: (206)431 -3670 Project: / Ale_ r'.r� Type of spection: r, 7 Xr / S f Address: _ ` Date Calle • ( Special Instration5: Date Wanted: w_ / -0 � a. te "• m . Requestei/ ✓ ✓ ✓ Phone No: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER 06)431' =367 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: 4 \, $58.00REINSPECTION FEE REQITIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: /( / Type of Inspection: / 'E - Address: Date Called: Special Instr c ti o n : Date Wanted / 3 - -a ,ua� Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Date: /7e ViC 06)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: r' $58. ' • REINSPECTI • N FEE REQUIRED. Prior to inspection, fee must be `—' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Z Z re f— 6 U 0 co J W J u_ we" � Z = • WO • W U 0 O — O F W W H� LL W Z U N H = O~ Z Project: / Y . /4"(../40 1/ Type of Inspection: er p'�ection: ' 1 1 ,8 4/ Address: 93/ , Si. f 50 )4(— Date Called' .. Special Instr ctions: Date Wanted: / /,3 a.m. P. Requester: Phone No: /7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit • , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6)431-367 COMMENTS: Approved per applicable codes. Corrections required prior to approval. 0 $58.0 INSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: City of Tukwila Fire Department Project Name 1 r l ec Address L i 3 / y I cO - Final Approval Frm :ain current inspection schedule Needs shift inspection Approved without correction notice TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Occupancy Type: Authorized Signature Permit No. /)7/ Suite # Date 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 Project: JIA6 C tea4,‘. Type of V — 17614A-4 Address: Date Called: Special Instructions: Date Wanted: /2-*q— (5113at Requester: Phone No: 7- , C OC /cp INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 PERMIT NO. (206)431-3671\1 Corrections required prior to approval. - CO MENTS: (Al // Tiv,51/4 4- Ao h j 1 td L/(.4 nspect f: 44 CA.4 $G5;:iREINSPECTION FE EQUIRED. Ppito inspection, fee must be gri at 6300 Southcenter BI d., Suite 100. Call to schedule reinspection. lyeipt No.: Date: L Date: ) COMMENTS: ` ..,:-/) Pt Clifei/6 09 two' -7 00 /e7e° /V /31/2/ s / 7 ,/,-7 / 4/ ,--e-4,6,-,-- / / V !p yrAue 7.4, -k<e' y ?dYi4 / 'J /. c / jt / . AA/e' / 2)69-f ;,l < 7- � - , 7 7--2 1 " - . - r,/,97 _ / f. t7 c 0 ro _..7,44 3 //4 /' y'i-A 5 9/S I m. P•m Requester:, J i ;n. Phone No: Project: C i&Pct /1 Type of Insoection: 1 ' r(t f' P1 , C0 Address ��� J C S f Date Called: I )Q 1;1105 Special Instructions: Date Wanted: )04/05 m. P•m Requester:, J i ;n. Phone No: 4c ID INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 INSPECTION RECORD Retain a copy with permit- U Approved per applicable codes. I spy r: 7 Receipt No.: Date: iv A 8.00 REINSPECTION FE REQUIRED. or to inspection, fee must be mid at 6300 Southcenter lvd., Suite Call to sechedule reinspection. Date: PERMIT NO. Corrections required prior to approval. COMMENTS: 1) ,,.,-,, hi,,,4 c.a.:,Z.,; ,424.4_ A ,„ ) ,,, ) ,Z;:::,,b C, ''..--,, /4 /e.e,41 Type of Inspection: 7) /-7://"K [ �J /7/. -11 C� Imo. /fi 7 ) J/J /" t r / 3) 5�/4� 4 C� 4 er S t i.7.► 3L -^ ., Address: q 4, 1'1-, �(,�7N Ai /.,, r/ i, 4 / L /f 7 / / Z.- /.a.ex.. A , ,_ L l D c-iA ?... 1 7‘y-,a4.4.,, Date Called: /0// s Special Instructions: d i t N ,7/ /J 11 / ir• p' tv g ( /.41.,f 0 ,1/4)-2, iede4 7b 5e 2 776e, A, p/ ea9. - 5 440,J/1 :9 ii o 7 f , U/ 7/4-7 Phone No: 6A c( .z, /YI/ if /mot N 4, 4 > 6e9 S f� f' 5 / L d--: lr, A , �� rn - A ed /a � '/ 7, 1. 0 _ �- / )-- 47.1./-1 , ) -47 . , Project: t ta/ P.r. Type of Inspection: Address: q /5 9 Date Called: /0// s Special Instructions: Date Wanted: /J 11 / ir• p' Requester: t i• iyi Phone No: 26 SAY OAS INSPECTION NO. INSPECTION RECORD' Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Date: /0-1g ) El $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: I, COMMENTvo . _ h/-4 . 1" P b /‘ / (,4 / s ht. 5,-; 10 - r - i>e 6 le(_‘. 1/,e1 i / a) M1 . G. " ii-i 4/ 74,—e'd z //I/4 a > 14, ]-'-.) (...c. - 1/47/el ii.\ Lam_ t' Special Instructions: • . 5 bate Wanted: 169 a.m. Requester: t Project: . /Vf ,. ///1,'i-1 Type of Inspection: Ffr-24•1 ( ,,... e Address: / _ / co 5z. Date Called: Special Instructions: • bate Wanted: 169 a.m. Requester: Phone No: 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Soiliihcenter Blvd., #100, Tukwila, WA 98188 (206)431-367 Approved :per applicable codes. nspector • a 7/-- 4" Corrections required prior to approval. 4272i Date:/ El $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: ) OMMENTS(3/ i Z - .., x= PS Type of Inspection: - / i ? 6,„ r7 / by v / o }' s „s s/ ,-■/ /4)05 -- i 0 ,8e C r r A . L A v e' - , 7 - 1 - t 1 ` - . 4 '- h s : S ' l' c 7 gta 4 d 03 7 0 r /0 a 2 0 6 ve / o . g i o (R t f'Ai i (34)-( p t A-1 Requester: Phone No: ?°\/ -\ A\ U A ( k 41/All Al e'er r , 4 Project: /1(' i. �t) PS Type of Inspection: - / i ? 6,„ Address: x-131' .5- /5 s-71 Date Called: / 0-- / g - oa Special Instructions: Date Wanted: /0 / 0 - 7 6 . __,_a.m. - `05 p.m. Requester: Phone No: ( 3 INSPECTION RECORD Retain a copy with permit INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. D o q PERMIT NO. (206)431 -36 Corrections required prior to approval. or: A01/%4 R 8.00 REINSPECTI aid at 6300 Southc p {v II axi N FEE REARED. Prior to inspection, fee must be Date: ceipt No.: Date: ter Blvd., Suite 100. Call to sechedule reinspection. r. rare; ••Vfl Win: ,4 '�t Pr � 40;6)24/.7 ��� r Ty f In pection: ( I .! ..l Addle 1 3 / Sf D to Called: 16/ . o' Special Instr ctions: Date Wanted: / C a r m y ` )p �l P .m. Requester: 0141 { Phone No: 9103 - 50g Q54 5 INSPECTION RECORD Retain a copy with permit PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 O. COMMENTS: Q. _t,,.,,, f � �r ' / / 7 Inspector: Date: a Approved per applicable codes. 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 sechedute reinspection. Receipt No.: Date: COMMENTS: Type of I pectjon: A dre if" 4-- �nstr � / �, Date Called: )0/3/ '1 it,/ / h-4 ,, /- . 7i4 Requester: - / , ~ / I/ i 6�I,f (`1't/t," rl/71 _ ( ,' -, 7 7,. / .1' / 4 - �.et..t i /,.. #1 / ../..4 . . _ ...4 _ _ t ... i ' /mot . r / / --r . -'7 t c e e e re-i-orta._ Pr c Type of I pectjon: A dre if" 4-- �nstr � / �, Date Called: )0/3/ '1 Special rctions: Date Wanted: J m, Requester: - / , ~ / I/ i 6�I,f (`1't/t," Pho a No: _ DI Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 66 LI - Li 4e) (206)431 -3670 Corrections required prior to approval. Inspector: Date: LI $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COM HEM S: Type o Ins ection: • _Pim 7( /,! /4446/ 2e, A-e/(e --- - 72C ,,,, ,ti i ' le• _ <)1() 4/41( e Date Wanted: / a.m. Requester:‘ , \ - - : : J l fr V \ �4'4A . PoeN_o. �3 ) eic--b 7 6 - 1 I / \ Pro ect: i /� Type o Ins ection: • _Pim Address: , 4-31/-1- . J CC) Date Called: q 1 ,)". -- 1 2— Special Instructions: Date Wanted: / a.m. Requester:‘ , \ - - : : J l fr V \ �4'4A . PoeN_o. �3 ) eic--b 7 it INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION "6300 Southcenter Blvd., #100, Tukwila, WA 98188 Dog- (-eD PER (206)431 -3670 0 Approved per applicable codes. ''- Corrections required prior to approval. Date $58.00 REINSPECTION EE REQUIRED. Pnopo inspection, fee must be paid at 6300 Southcent r Blvd., Suite 100, all to sechedule reinspection. Receipt No.: Date: COMMENTS:: Type of Inspection: i �L �- iT res. Adds _SD ' 1 'lrs0/ L0, y D A' c jr9A 4 I.. tt AOre 7 0 . 4 ^' . 6i-1 2 7 . I f 5 Date Wanted: (elo4C a.m. , (p m . 2 r., (t 1...f,> cif.- k,.... l ,-, /7ee e ./ Y �� j'' 4 s► e C-fl 5 r1/..-14 4-'7 .ri . �i'0 .. t,. 5 . CA4A GAG /S .3) etibe'G'Ip 7 te " fr i,,,,i--- Pro' c� /per � �G�✓ +rl Type of Inspection: i �L �- ( l ��,y ( W"cl res. Adds _SD ' 1 s'. Date Called _ / .5 Sp� structions: - Date Wanted: (elo4C a.m. , (p m . Requester: '. . Phone No: Y �� j'' 4 r INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2.6)431 -3670 Approved per applicable codes. ® Corrections required prior to approval. - -14 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Inspecto Date: Receipt No.: Date: V Pr t' nal-P.4/h- Al4 , r Typ O f Inspection: , if A r 14 SD • lSl D ate Calle ! structions: Date Wante - a.m. I "� n:: Spein Requester. [[ nn /'^ , X`) � J, ( A \ 1 ys INSPECTION NO. INSPECTION. RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERM e 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. COMMENTS: Corrections required prior to approval. '' $58.00 REINSPECTIO$ FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: r Date: SES A' • I �a Pr 1 cLe 1/1 � ,4_ Q ,4, r Type AInc tiQn: L � /, ss. 1. Date Called: 0 � J S� ctions: Date Wante ( l �� a:m p.m. Requester:} LI/ , I Phone i \ r D S INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspec : pt No.: INSPECTION RECORD Retain a copy with permit r , 4/'v1f' AJA, l / r.J (J o v 3 rCi-. r'A .t /rf .I 00 REINSPECTION FEE REQUIRED, /Prior to inspection, fee must be at 6300 Southcenter BlVd., Suit 00. Call to sechedule reinspection. Date; Date: )431 -3670 J) --© S Project' ' v i `-..r-- 7 )`'�' f In pection: ' ""k lii Type - of r' ' ) - 1, ' G• .e. c i V t h T k -e . 1- A d e ,-// ill Date Called: Special Instructions: Date Wanted: / , ,a.m- /.(.., p.m. Requester: Phone 7 -4 per , 0 5z/5 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 So tncensr Blvd., #100, Tukwila, W41 9�1� ( 4 3 70 roved per applicable codes. Corrections required prior to approval. COMMENTS: El $5 .0' REINSPECT fN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: Date: COMMENTS: ��)� A2 � T ype of-inspection: , r, e Ad r ( 5 o r I 1 '' 1. iv l4iv ctions: Date Wanted: � a. / 2 1D-S - Requester: cip � 7 Phor 1.ogs, U'C, , ._ -15' -,A-1,7&, s 7.: 2,) (Lei 4-/-7/ ‘tAe1 ,,- ,,...1.0--7 /' ,- X1%1.• • `� , /'''�� !/, /e!� .. in r _1 Pr j ct ��i ��)� A2 � T ype of-inspection: , r, e Ad r ( 5 o r I 1 Date Called: gs /f( / Special I ctions: Date Wanted: � a. / 2 1D-S - Requester: cip � 7 Phor 1.ogs, U'C, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 =3670 Corrections required prior to approval. Inspector, , , Date El $58.00 REINSPECTION `SEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Proj c : Type of Inspection: ( S .V A d ss ck) 1V) Ilk Si Date Called: ( 3) ci()C Special Instructions: Date Wanted: f'.- () a.m. p.m. Requester:` carfelAc--,%"., Phone No: Iv INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: zicjos c r - PIAJW Inspector: .6tAi Date: g / p El $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: Projj �} Type of Inspection: s Adirgss 1 ` s is z s -� t Date Called :1 s c Special Instructions: ctions: Date Wanted. � „ g/ I lid 5 a.m. p.m. Reque ter: / -O cc Phone No: 1 «:i+uKl. INSPECTION RECORD Retain a copy with permit LbLi— 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. COMMENTS: 61. 11 °C 7).s. n0 @ 1 grit )k. Inspector: Date: V El $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: Pr ect: J oof Typ - Inspection: Addres 4 IY S- I,50 Date Called: f -. 3 — nS ' Special nst uctions: Date Wanted: ti Requester: �/ Ph fie No: ,v /5 1 Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit INSPE ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Corrections required prior to approval. El $58.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcent r Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: /.4' , f7/ ` ; ()Zi ff` / J j ,/ 1 ,/ (e , s .` cCi---; ? Date C IA led( S� /i- ,42 12e____ /.:' /, ( ,1r -., Y''r & / . , di . /, 4_// (J G.�. -id 0 2-7 e S'��1/ fi P(2? ) Q — C- -,- 7, CP ,A ,A 4 4,..„ .�..,o , z7 '' /` r , / ,LI 7 Jam, (/ // p.., l t2t // -- / of c6 L 4 . 0.477 / R Type of Inspection: CC. -6() j r 1 4'f 1 A dr s s Date C IA led( Special Instructions: Date Wanted: ! I ( 0 pm Requ e --)r - .I ..QC9Attf P(2? ) Q — C- -,- 7, CP CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: ■ INSPECTION NO. INSPECTION RECORD Retain a copy with permit t tl (206)431 -3670 Approved per applicable codes. O Corrections required prior to approval. Date: ���y, $58.00 REINSPECTION FEEI{tEQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: S Q COMMENTS: Tyr e of Inspection:, . ar/ 6 ((s I) (9,-tee.,, , ..t4t€ A r 5/7--yt 5 / ... ,4-.7' -- S d :::::nted//5 Phone c 9 -- Am 2) 9 S /71-9/91,i14/,/ 4 A f >/ / kilo,'" - ) ///'.2, / ii-7 l.-4,'y t e -4 /.r //' 1-, (*i. ` �` 4 / S /'/�k_. ,,,, /o 6 / // 6 1 ./1 A Pr ect: KC l — /� ?.rte.. - Tyr e of Inspection:, . ar/ 6 ((s dress: Date Called: - 7(, 3 (OS" Special I 'a.m. :::::nted//5 Phone c 9 -- Am INSPECTION RECORD Retain a copy with permit INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Inspector: to Corrections required prior to approval. Date: ❑ $58.0 REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: (1/1 ct-ect,f4 A.,(4,161.• Type of Inspection , . (.20 , , • Ad/ ress: P I 4 3 0 1 ( i- Date Called: Spe ial Instructions: SC41 L 454 U la Pi‘cki U.10 PA i/kLiffi<1V2,41 )942gacvi/te-fa e Cad( 1 124 , a_PLSUAJ Date Wanted: --- 7121(0 a.m. (E.- -- Requester: No:, 2 S3) 4 — CR(.9 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 CO ENTS: INSPECTION RECORD -Retain a copy with permit tate: PERMI (206)431-3670 Approved per applicable codes. Corrections required prior to approval. .00 REINSPECTION FEE tEQUIRED. Prior inspection, fee must be Re I fd at 6300 Southcenter BM., Suite 100. to sechedule reinspection. pt No.: Project: /29( koa77 - Wes )dol( e Type of InsRection: 1: Address: 4 g ios-t Date Called: Special Instructions: Date Wanted: 051/ .3 Io_ a.m. p.m. Requester: SCott Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 JJ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Dog- vc, PERMIT NO. Corrections required prior to approval. COMMENTS: 69J 5715AS (4441 7;.0 (146141 Inspector: Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: < . I I Z re 6 0 O 0 • 0 U) ill I —1 1— CO u_ w 0 2 < CO 0 Z F- LU ui 2 D D O — O 1— L1.1 ui I LU 4 : 0 u) 0 Project: / / (' GF Ii.� %.„ /� . r G rte Type of Inspection: ,sue -- .4." � (_d>v Address: dr 1 e j� So'. /$ � Date Called: _ �� D `..J ---- Special Instructions: _ ��>> /� G`�'� 4,2 Date Wanted: .� - / - O S' (a.m. p mm Requester: • Phone No: e ,; 7 "..7 - 3 FicF-c ) 76 Z. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspe or: E $5 REINSPECTION F E REQUIRE p d at 6300 Southcenter Blvd., Suite Recl bt No.: Date: . Prior to inspection, fee must be 100. Call to sechedule reinspection. Date: 1 " trJ °III t/i imi• E •-• elD E • • � d CD 21: 4 O E C:N NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR "THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. � JAN -12 -2006 02:45P FROM: 41/19/1995 07 :22 4253135822 Aki Ssimmit Drywall, inc. J a n a y 1' 2006 byj M. , LLC 3f 73 I Ave. cL So. F Way, WA 98003 Reil 4314 So. 150 St., Tukwila, WA 4302 So. 150 St., Tukwila, WA ToiWbont It May Concern: TO:12064398028 SUMMIT DRYWALL L762._ W these two houses with 40 gallons each of Parker Perm -Gar gill h P Perm-Gard prquier' 5. 4 01.3 L. KAu?iarieh, President 110.5:i4607 RECEIVED JAN 17 ZOO BUILDING DEPARTMEN 133R0 2441k LAMS S.E. Inagal0, WA 541127 P:1'2 PAGE 01 Far :(425) 313 -5022 sum+whdrywakOn mcastmel z A-- -Z re W J U U0 N W = J 1.- W 0 W W Z ' z �. 0 z I—; U O - CI H W W �O w Z U N. "IL z illioliet grist 210 111111 MOO. COtsillh 1i11NhM Perm Olyd MS N is Wu odourless* ds► rq lobs owe ■ vapotwreel lisddure rtttenlar) oft Mario, �rFSIY dibiltga aewne in =deaf with the outside unheated air Perm is 11 1WM Pllutfd piali t *eh • prone raging tingle goner not 1.0 perm, wdsn aftlevl at naanmerrr4p fiilrt fl1>bit- roes. •1fr Federal )Reuel* A Mi iron tlon and ether Rondo IMO en eaeptttbe eitind adta/ a vapor barrier coatirg et perm 01beell o i.0 perm, Perm Ord vs* weld by ell letidory In Soo .da ee to the Mtisr:an lets f�IM ` �4 ro wine th amount et Procedure vapor ( Ih10lMh the erelboard dews. sell WS m the pi■ttylen$ Swig or iinto tlb stud spans, tl*,by thattetatvtprr )hoer condensing old te rm- 1ndmMvaitioulsNon$ndwoodekfirnd Nolen- to the Iseuetla r een nacres its insulation A value and add to 1144,1003 tot, end possible exterior pltirtt tans, NOT gam* g eppliotdt4ry bete mod ood, motel, Renter, Iilb haled ar mid Gutter.. (below e0+ RMlIAIMTmN; Defect apolyire. read and tallow . aelaidlionsoetrarentaliter aaol, Thesurleon bbs be Send, alarm. dry endless el duar, Ow dire, dot, • rolleore, omen* mar, or any other contamination dud oihd Illapiiu Aft. Sane do gypsum IWO OatdI ((haairrook, drywall, ate.) bang aging* s dl$surwrt rats a1 absatptbn between rice bowl war and the pint camatund. M undiluted, 110 g PaselVwellboetd Weer the RA aquatics the portal - sou/ lejlcutepould aryl *awe= wellesard surface nom be Oriltiles 1 3 Pre Priwa), Mew wets add asi ee% croon, stNrrosa trzsougNy, no m% r+y bar er tp+titi0 tom, sane otalwi ants arse soproprie. Ord.- other ' Imp!rloNs i 9 nail holes or Rue 41sr rosy to dry Ranee MrittD iT needed and toot brims Rich perm The Conbnt a IN agate b be parted Moak/ rat amid MI as ddersilebd by a unlahrr. mew. Now ender, as curd maawhty aubrtraee mug be thoroughly *y and awed. ist:= as pee darn minimum in d seats" qua" Pm" *d wnradinhie rr.Vorradeothe motet& b fh Oli ablable loot Cribb shoe to taken if a piedialatiMINI NV atoning. For panel precadtlres sit aPORKER PAINT wow - Web instrodkra. Soall 'fir oway • RA. Oiit 1147 • Tiaahrne Waadhinoton IiNi 1 negaggemminanialkaai MAthvNFIVlOONr3r 're; sot rKnNr , WALLBO IPLASTEA; $1, Priming Mk paint fhotwohly tom usurp. RECOs. EN DID DRY Paid THICKNESS PER COAT 2.2.4 my WET !AN TO ACHIEVE DPT! 5,34.4 m(is (UrshInned WWII) tesONE ICAI, etwituos AT NE LADED OFT: 260-300 14, h, per gal. Coverer vald dapand an the mensal d applioagon, porosity and tango det* Wan If comma the v ui burley pr miss will not be achieved. Two coats of Penn! Gaid may ba narsesary on very porous Apr h*witytncturad Warms _ to ache*" the dry rnil th' neis matted roc the pane hnpoNant the the primer as opal* thick enocri to thar• 4gNiy cover the substrate tb grackle IN best Kiosks. pratecab RECOMMENDED APP CATION TEMPERATURES AidD Huilorrt, SO F(10. 3r C)SO -SS% twee TItlittM: TACK FREE: I IV 77' F RE =AT: 2 hrs and 6b - STlh iyt DRY HARD! 12 hrs NoTNr Gee bock urorw PrICIWIlarlery Information. EAMIIIIIMOMMISOADOILL BRU5HiROLLER: Use a premium oUlddy nylon or pure bristle biro/tandem quntity row cover. ur a lfldinium W nap roger cover on ammlh &uifae.s and longer nap yells war for Watered and rauph suRaew. To insure a uniform knish and auo Tip Marks, menialr!a wet edge anti apply w MIN ly laededbroill and roast cover at aft thus. Oo net bogs of roll arraaawary. AIRLESS SPRAY: Wnh tip Dreier S.a of .016 to .021. Rile pressure • 104200 PSI Farr • BO Mesh 1101SNM4O: No thinning is recQmmendad. N ptiinniep H man• eery, add no men than a it 02. d WINK par gal. 00 not otyd POMta or cite to this product, IIIC06 113113lcD THINNERS FOR APRICATMro EQUIPMENT; BRLSNWROLLER: NtP AMR ATOMIZED SPRAT: NIP AIRLESS SPRAT! MIR FC VITIP 0 PIMPMt nrse7 worm acct; A • (ED O 473•11T RECEIVE JAN 1 7 • r:., BUILDING DEPART; ' :.. �. rtLW -UP; Glean d tlrola and equipment immediately alter use with Glenn, warm, many water, AIMS With clean won, GtMi up all Oar udder er spatters IrnrradieleFt with a dean rug decked in warm, soeptr *feet. Rinse with dean, warm water • (800) 326.4303 00 63)ItAiii to z:Ivelt JAN-12 - 2906 THU 03 :11PM ID: 1'T :d 820962179021 :01 42g t. 401400140 Sone t6ES.t' t 96:5T St & EI6tia :Wald dt'I :20 9002 2t - Ndr .� "• �i «r.;:..,m >tr :.. :• z6'.''�t •:..:u»o. t••,•p ..rrvv..y.;..,.., ,t+��r..:C�t h {:.w:3s Pi.. 16� 7n ° ^tu't; OTTO ROSENAU &ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Address: Date: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Required Strength (psi): S:ai j plingsalnd : Testis Cast Samples: Copies to: X Client Architect Engineer 05 -196 Report Number: Kahn Three Lots 13821 Macadam Road S. 5/10/2005 .46 N/A 22 Pump Yes 5000 Specimen Test Number Date 1 5/17/05 2 6/7/05 3 6/7/05 4* *Discarded Tested in general accordance to: Other Test Methods / Standards Used: Field Cure Contractor X Building Dept. X Batch Plant CONCRETE REPORT Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (Ibs): Water (Ibs or gal): Admixtures (specify): ASTM C39 x ASTM C109 24338 Client: Address: Inspector: John Reeder AIA Contracting 306 N. 1 Avenue, Kent 110# 250# WRDA -64 26.4 oz Permit Number: REINFORCING t PLACEMENT: Conforms X COMPRESSIVE TEST RESULTS Age Size Area Max Load Strength (Days) (In.) (Sq.In.) Weight (Lbs.) foil 7 6x12 28.20 29.50# 135,110 4790 28 6x12 28.18 29.58# 183,520 6510 28 6x12 28.18 29.57# 194,590 6910 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° ± 3° F Technical Responsibility: jl � r�'• i Description /Location: On site to inspect resteel and concrete for detention vault lid per S2 and S1 of approved plans. Resteel verified: Yes Resteel grade: 60 Manufacturer: Nucor Placement Data Design ® Actual 0 ' :Batch'Weights /Cubic: Yard" Supplier: Stoneway Cement (lbs. /type): 550# Mix Number: 5950 Fine Agg. (Ibs): 1237# Slump Spec: N/A Coarse Agg. (lbs/size): 1943# W Weather: Sunny Slump Range: 4 " -5" Air % Range: N/A Date Samples Picked Up: 5/11/2005 Initial Curing Method: Excluding ASTM C31 - 12.1.5 Initial Curing Temp: Excluding ASTM C31 - 10.1.2 Com is Wien ASTM C617 ASTM C1231 x • Does Not Conform David Lyal, Technical Director Type of Fracture (other than cone) This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1 -888- OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -62 -02 (Rev 04/04) MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. ' Initial Storage Entrained Air (ASTM C1064) Temp. (ASTM C31) (ASTM C231) 68 NR 4.1 % Water / Cement Ratio: 0.470 Date Made Sample # 4/29/2005 Remark: Boeing Seattle Bldg 2 -116 Brait Control Roo Boeing Seattle Plant II Seattle,WA Boeing Commercial Airplane Group Clements General Construction, Inc. 55 ° F Rain Concrete Glacier Northwest 674900 3230 Slump (ASTM C143) [Sample(s) Rec'd 4/29/2005 ( 0003 7192 1 5/6/2005 1 7 0003 7193 15/27/2005 1 28 4/29/2005 0003 7194 5/27/2005 1 28 4/29/2005 0003 7195 5/27/2005 1 28 Inspector(s): Wally Wagner Tested by: Neal Bastian LABORATORY TEST REPORT 118900 1 6 x 12 170500 1 6 x 12 163500 1 6 x 12 165500 ( 6 x 12 6.02 6.00 6.00 6.00 Reviewed by: Project No: E5123 Issued on: 5 -31 -05 Permit # (s): Original: Revised: ❑ 28.46 28.27 28.27 1 28.27 FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,823.0 lbs Fine Aggregate 1,403.0 lbs Water 243.0 lbs Cement—Type 1 8 , I I 517.0 lbs WRA 18.0 Oz A/E Admix 0.9 Oz 3-1/2" 4 - 30 - 05 [Required Strength (fc): 3000 Psi @ 28 days 'Placement Location and Notes SET 1 The thirteen -30 inch diameter round footings between C -I x1 -8. Twenty gallons of allowable water were added to the truckload. Sampled midload at 9.5 cubic yards cumulative. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 4180 6030 5780 5850 Everett Office 917 - 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Pp "UN 1,2 c a rj . coMrrfu oEVELop E2nir NA NA NA NA f / Timothy G. B erle, P.E. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) Date Made Sample # 4/21/2005 I 0002 4/21/2005 I 0002 4/21/2005 I 0002 Remark: Boeing Seattle Bldg 2 -116 Brait Control Roo Boeing Seattle Plant II Seattle,WA Boeing Commercial Airplane Group Clements General Construction, Inc. 57 °F Cloudy Concrete Glacier Northwest 655953 3230 Initial Storage Entrained Air Temp. (ASTM C31) (ASTM C231) 4/21/2005 I 0002 6668 1 4/28/2005 I 7 6669 5/19/20051 28 6670 I 5/19/2005 1 28 6671 1 5/19/2005 ] 28 Inspector(s): Wally Wagner Tested by: Neal Bastian LABORATORY TEST REPORT FIELD DATA (ASTM 141400 16 x 12 165500 16 x 12 174000 16 x 12 175500 16 x 12 5.99 6.00 6.00 5.99 Project No: Issued on: Permit # Original: Revised: ❑ 68 NR 3.5% [Water / Cement Ratio: [ Slump (ASTM C143) i LSample(s) Rec'd 0.439 3" 4 - 22 - 05 [Required Strength (fc): C31 and C172) Actual J Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Cement —Type I & II WRA A/E Admix 28.18 28.27 28.27 I 28.18 E5123 5 -23 -05 3000 psi @ 28 days [Placement Location and Notes Round footings at A/4, A/5, B/4, B/5 and footings between E -H x 3 -6. Sampled midload at 11 cubic yards cumulative of 20.5 cubic yards total. 5020 5850 6150 6230 1,833.0 1,399.0 226.0 515.0 18.0 1.0 Everett Office 917 - 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 IN . j ' 2007 DEV ELOPMENT Weight (per cu.yd) lbs lbs lbs lbs Oz Oz COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code NA NA NA NA ]' f Reviewed by: Timothy G. Be rle, P.E. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. * NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 - w'.,,,,..: �. ...,�.;� - --, ,.wv+. r..a.•... :,µ:.x : ws OTTO ROSENAU &ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Address: Date: Description /Location: Upper retaining wall at north end, and detention pond walls. Resteel verified: Yes Resteel grade: 60 Manufacturer: Nucor Placement Data Design Supplier: Stoneway Cement (lbs. /type): Mix Number: 5500 Fine Agg. (Ibs): Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Copies to: X Client Architect Engineer Kahn Three Lots 13821 Macadam Road S. 5/2/2005 N/A 0.48 N/A 31 Pump Yes 05 -196 Required Strength (psi): 4000 : :Sampling'and.Testing Data ASTM C 172,-C 31 Cast Samples: 1 -4 Weather: Overcast Date Samples Picked Up: 5/3/2005 Upper retaining wall is a reinspection from Other Test Methods / Standards Used: Field Cure Contractor X Building Dept. X Batch Plant Time Cubic Water:' Made ,Yards ' Added 8:50am 10 11 gal. CONCRETE REPORT Report Number: Page Client: Address: Inspector: Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs /size): Fly Ash (Ibs): Water (lbs or gal): Admixtures (specify): Specimen Test Age Size Area Number Date (Days) (In.) (Sq.ln.) 1 5/9/05 7 6x12 28.11 2 5/30/05 28 6x12 28.18 3 5/30/05 28 6x12 28.18 4* *Discarded 250# Slump Range: 3" - 4.5" Initial Curing Method: Excluding ASTM C31 -12.1.5 is .Commen -`;;: report dated 4/8/2005 (report #10634) 28748 AIA Contracting 306 N. 1 Avenue, Kent Isaac Ruoff Actual C] 517# 1400# 1936# Permit Number: Batch Weights /Cubic Yard 'Slump Air % ::Conc::Temp : Ambient C143 : C 231 C::1064:* Temp 3.5" N/A 72 54° COMPRESSIVE TEST RESULTS Technical Responsibility: 1 of 1 Air % Range: Initial Curing Temp: Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type-of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° t 3° F 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN -62 -02 (Rev 04/04) RECEIVED JUN 0 8 2005 1DEVELf3PN�� i i D04 -462 Truck Ticket No • No 428 515012 N/A Excluding ASTM C31 - 10.1.2 REINFORCING I PLACEMENT: Conforms X Does Not Conform Max Load Strength Type of Fracture Weight (Lbs.) foil (other than cone) 29.27# 116,410 4140 29.25# 159,500 5660 29.38# 158,090 5610 David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Z • • • Z QQ g J U O 0 • O JF u) W QQ CD 1- Z= H t— O Z t— uj O N 0 I— WW i= ti O W Z U = ` 0 Z OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 05 -196 Report Number: 24338 Project: Address: Date: Description /Location: Kahn Three Lots 13821 Macadam Road S. 5/10/2005 Resteel verified: Yes Resteel grade: 60 Manufacturer: Nucor Placement Data Design ® Actual : Supplier: Stoneway Cement (lbs. /type): 550# Mix Number: 5950 Fine Agg. (Ibs): 1237# N/A Coarse Agg. (lbs /size): 1943# 3/4" .46 Coarse Agg. (lbs/size): N/A Coarse Agg. (lbs/size): 22 Fly Ash (Ibs): Pump Water (Ibs or gal): Yes Admixtures (specify): Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Required Strength (psi): 5000 Sampling and Testing Data ASTM C 172, C 31 Made Cast Samples: 1-4 1:00 Weather: Sunny Slump Range: 4 " -5" Date Samples Picked Up: 5/11/2005 Initial Curing Method: Excluding ASTM c31- 12.1.5 ::: Comments Other Test Methods / Standards Used: Specimen Number 1 Copies to: X Client Architect Engineer Test Date 5/17/05 On site to inspect resteel and concrete for detention vault lid per S2 and S1 of approved plans. Contractor X Building Dept. X Batch Plant Client: Address: Inspector: 110# 250# WRDA -64 26.4 oz Cubic . W : ; .Slump Air %:;,::::Cone Temp Ambient Truck Yards •Added C143 d231, :C 1064 Temp No. 11 12gal 5" N/A 74° 64 443 REINFORCING / PLACEMENT: Conforms X COMPRESSIVE TEST RESULTS Field Age Size Area Max Load Cure (Days) (In.) (Sq.ln.) Weight (Lbs.) 7 6x12 28.20 29.50# 135,110 Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 Note: Type;of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° t 3° F Technical Responsibility: AIA Contracting 306 N. 1 Avenue, Kent John Reeder Permit Number: Batch Weights /Cubic Yard Air % Range: N/A Initial Curing Temp: Excluding ASTM C31 - 10.1.2 ASTM C1231 x RECElVED MAY 2 5 2005 DEVELOPMENT DO 94 Does Not Conform This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 – Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US – Fax (206) 723 -2221 Form No.: ADMIN -62 -02 (Rev 04/04) Ticket No. 517873 Strength Type of Fracture si (other than cone) 4790 StcOar) 12ar en t/ —rY U'`6 David Lyal, Technical Director 4 1 4 1 . I t OTTO ROSENAU &ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Address: Date: Description /Location: Upper retaining wall at north end, and detention pond walls. Resteel verified: Yes Resteel grade: 60 Manufacturer: Nucor Placement Data Design ® Actual ❑ Batch Weights /Cubic Yard Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: CONCRETE REPORT 05 -196 Report Number: 28748 Kahn Three Lots 13821 Macadam Road S. 5/2/2005 Stoneway 5500 N/A 0.48 N/A 31 Pump Yes Required Strength (psi): 4000 Sampling and Testing Data Time . Cubic . ASTM C 172, C.31 ' Made. ...Yards Cast Samples: 1-4 8:50am 10 Client: Address: Inspector: Cement (lbs. /type): 517# Fine Agg. (Ibs): 1400# Coarse Agg. (lbs/size): 1936# '/," Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (Ibs): Water (Ibs or gal): 250# Admixtures (specify): Water. Added gal. Slump C143 AIA Contracting 306 N. 1 Avenue, Kent Isaac Ruoff Air: % C231. N/A Weather: Overcast Slump Range: 3" — 4.5" Date Samples Picked Up: 5/3/2005 Initial Curing Method: Excluding ASTM C31 - 12.1.5 . Comments Upper retaining wall is a reinspection from report dated 4/8/2005 (report #10634) Other Test Methods / Standards Used: REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Number Date Cure (Days) (In.) (Sq.in.) Weight (Lbs.) 1 5/9/05 7 6x12 28.11 29.27# 116,410 Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final during in calcium hydroxide water storage tank at 73° ± 3° F Copies to: X Client Architect Engineer Contractor X Building Dept. X Batch Plant Technical Responsibility: Conci Temp 'C':1064 72° Permit Number: Ambient . Temp 54° RE CEIVED MAV 14 Z005 D tvELOpMENT )71 D04 -462 Truck:: No. 428 Ticket No. 515012 Air % Range: N/A Initial Curing Temp: Excluding ASTM C31 -10.1.2 Strength Type of Fracture si (other than cone) 4140 ASTM C1231 x David Lyal, Technical Director This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written pennission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -02 (Rev 04/04) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Address: Date: Description /Location: Resteel verified: Yes Placement Data Stoneway 6000 4" 0.43 Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: 24 Placed Via: Pump Consolidated: Yes Required Strength (psi): 4000 Sampling and Testing. Data ASTM C:172;C31 Cast Samples: 1-4 Weather: Clear Date Samples Picked Up: 4/11/2005 Copies to: X Client Architect Engineer 05 -196 Report Number: 10634 Kahn Three Lots 13821 Macadam Road S, Tukwila 4/8/2005 Retaining wall. Note: North end of wall last 20' no placement of concrete — not enough clearance. (horizontal) placed as per contract documents. Resteel grade: 60/420 Time Made 13:45 Contractor X Building Dept. X Batch Plant CONCRETE REPORT Client: Address: Inspector: AIA Contracting 306 N 1 Avenue, Kent Rick Hardy Manufacturer: Design ® Actual ❑ Batch Weights /Cubic Yard Cement (Ibs. /type): 564# I -II Fine Agg. (lbs): 1366# Coarse Agg. (lbs/size): 1941# 3 /4" diameter Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (Ibs): Water (lbs or gal): 250# Admixtures (specify): 11.3 oz. ADVA Cubic Water Slump Air. % Conc. Temp Ambient Yards ' ` Added C143 .C:231 C 1064 Temp 1 5 gal. 4" 66° 61° COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Number Date Cure (Days) fin.) (Sq.ln.) 1 4/15/05 7 6x12 28.11 2 5/6/05 28 6x12 28.26 3 5/6/05 28 6x12 28.26 4* • . *Discarded Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° ± 3° F Technical Responsibility: ASTM C1231 x David Lyal, Technical Director Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -02 (Rev 04/04) RECEIVED MAY 1 R 2005 DEVELOPMENT Permit Number: D04 -462 Truck 435 Slump Range: 4" ± 1" Air % Range: Initial Curing Method: Excluding ASTM C31 - 12.1.5 Initial Curing Temp: Comments *Engineer of record and Tukwila building official conferred on status of north end of wall and non - conformance and will issue an engineering change. Other Test Methods / Standards Used: Top bar REINFORCING / PLACEMENT: Conforms X* Does Not Conform This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Ticket No. 508435 Excluding ASTM C31 - 10.1.2 Max Load Strength Type of Fracture Weight (Lbs.) (psi) (other than cone) 29.46# 129,930 4620 29.38# 184,050 6510 29.52# 182,010 6440 u:.; G.: ii4o::+ f,::+. i' i, l„ iGSr .lt:.2v2�.fF3x✓�w.:.,i.'�. ii.:.�i;:. y ' sl! ai:.Y�= Y:itiri,:i! Avis ;!inyL4..ni.e,:e1': {a: MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : 655953 MixDesign ID : 3230 68 NR Water / Cement Ratio: Remark: 0.439 Date Made Sample # LABORATORY TEST REPORT Boeing Seattle Bldg 2 -116 Brait Control Roo Boeing Seattle Plant II Seattle,WA Boeing Commercial Airplane Group Clements General Construction, Inc. 57°F Cloudy Concrete Glacier Northwest Sample Temp. Initial Storage ' Entrained Air (ASTM C1064) Temp. (ASTM C31) (ASTM C231) [ Slump (ASTM C143) 3 3.5 % 4/21/2005 0002 6668 1 4/28/2005 7 1 4/21/2005 0002 6669 1 5/19/2005 28 1 4/21/2005 0002 6670 1 5/19/2005 128 1 4/21/2005 0002 1 6671 5/19/2005 28 Inspector(s): Wally Wagner Tested by: Neal Bastian 14140016x12 I 6x12 6x12 I 6x12 5.99 Project No: E5123 Issued on: 5 -2 -05 Permit # (s): Original: Revised: [Sample(s) Rec'd 4 -22 -05 [Required Strength (f c): [Placement Location and Notes Round footings at A/4, A/5, B /4, B/5 and footings between E -H x 3 -6. Sampled midload at 11 cubic yards cumulative of 20.5 cubic yards total. Reviewed by: 28.18 5020 Timothy G. kerle, P.E. Branch Manager Everett Office 917 - 134th Street SW Suite Al Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 D04-463 RECEIVE MAY 1u 1uu5 FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,833.0 lbs Fine Aggregate 1,399.0 lbs Water 226.0 lbs Cement - -Type I & II 515.0 lbs WRA 18.0 Oz A/E Admix 1.0 Oz 3000 Psi @ 28 days COMMUNITY DEVELOPMENT COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code NA NA NA NA • • • • NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. " NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7 -0 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit No. Owner: Architect: Engineer: Contractor: Page 5 Date: Weather: Inspection: Sample(s): E5123 BOEING SEATTLE BLDG 2 -116 BRAIT CONTROL ROOM Plant II, Seattle, WA D� 0�44f (City of Tukwila) Boeing Commercial Airplane Group 4/29/05 Rain 55 -60° R/C (4) 6 x 12 cylinders Inspected resteel in the (13) 30" diameter round footings between C -I and 1 -8. Rebar was as described in out 4/21/05 report with individual ties at 6" o.c. instead of spiral ties. We understand that written documentation for the approval of the above is in progress. Observed the placement of 13.5 cubic yards of mix #3230, supplied by Glacier NW in the above footings. Concrete was placed by truck chute and consolidated by mechanical vibration. Entrained air was measured at 4.1 %. Cast a set of (4) 6 x 12 cylinders to represent concrete placed. Near the end of the concrete placement RFI #2501 B -ROS was located. The RFI approves the use of individual ties at 4" o.c. We understand that the rebar shop drawings shoe the ties at 6" o.c. This discrepancy should be further clarified. Preliminary Inspection The structural engineer should review the above. REVIEWED BY: 1/1 (---- Timothy eckerle, P.E. cc: Mike Prittie- Boeing Commercial Airplane Group; Bldg Dept -City of Tukwila R.F COVED CIA`( 10 2005 COMNIUNiT DEVEL PMENT Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 INSPECTOR: Wally Wagner r REVIEWED FOR CODE COMPLIANCE Appqrwro JAN 2 8 2005 C i' T'u �I BUILiING �: SION THESE CALCULATIONS ARE COPYRIGHTED AND MAY NOT BE COPIED WITHOUT THE WRITTEN PERMISSION OF MITCHELL Ei'.O:N ER1NG, INC. USE OF THESE CALCULATIONS IS LIMITED TO A SPECIFIC PROJECT FOR PERSONS NAMED HEREON FOR THE CONSTRUCTION OF ONE EIU I LDI NG. ANY OTHER USE OR REUSE IS STRICTLY PROHIB- ITED WITHOUT THE WRiTTE`d CONSENT FROM MITCHELL ENGINEERING, INC. PREPARED BY DATE MITCHELL ENGINEERING INC. LATiA6, l 1� � `�st �+� �� 2- sT�Y �-�� -I� �1 ��l �✓6-�5 1 -7 •i 4,. LATiYAL 'Pp2 ���''hc 442 12 , 4456.p = ai 5 1 4 1 5e5P ' f 9 - "4t1spr• h) hNA15 )441 b wt - 2 ii e- = 13.5 L-47T 6 1.*A--) L : Ldr3 [&+_I1 vu I 1 c4 A wit- � 2 PROJECT �'� SHEET NO. OF j 253.E A 3 P-ta SUBJECT 24i0; -G - ` 14-; r i 3,� 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 RECEIVED CITY OF TUKWILA DEC 2 8 2004 PERMIT CENTER DbiriPeZ . D1 4 .1 Id HT JOB NO. 044•-6 l �► -l�l� ►�� G 24-' w/ 61AA /4.I1 3.:J 1. U∎► 4;1--Ikg. � j4 i 4 -*xi: 27 , i) L51 2,4 i r 2 J 2I.� #4,-Li=11477,4J / � r 255' - 1 ALG AJ & 7'19 L. y s ioILci ,zistdd Ar �2 .0_ 1 .7_4._ 11/111. it4ig 14‘-t-*- At- -1 25 - / -J. 44 �3 Y Tott Low $0,c7F. t j i ii Ta14% Diit.11. 1 40. itrogzir, Tld JAc1z I 361 6-4 5-+44k WAS blw. L/rre,- liz4-- /1 L..I ttz42.A liiiT -1�1C. it/4/-1 - /�oJ- �� 4-4035 y a #44 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 — (,2 - J V`io.1.11 MITCHELL ENGINEERING INC. E25 144' IL I 1414,- 7`-°i I 4Fr- t4 {4 Go I8 - �k�� 5= = 14492 rtr liti-.+171 bIazo /;4-' = 2311 Ca.171e1. g 1.4A Fr412-. @►G1 X21 5 - ��✓ 7 �1� YY`�'!_ = � /3. ` = t45r -Y-' = 43m— /I x'. 2&F-k-4 4.- e 4 —k- 6 N( 14.71 - 4 � ±125, : ,C,115 /t l = G 12ReF / , , F -4-40 WI= 12 5 It I‘. 2ca..//2. 4L.. f 25,1 ` = 495/22 2, 5 - -4 \044 2,4 /674:=)/2----b7 7 f :1-a PREPARED BY / PROJECT , 42 .5.35 SHEET NO. OF DATE 7 � ° /e% SUBJECT JOB NO 474-4045- MITCHELL ENGINEERING INC. 1.(tode._ 4 /I 4;/: 12,1 — 4/4_ 405—/ 1 2 - 1LAF- r1-4 g}41,4 Fiave- (4 tp?..frtF DATE PREPARED BY 404 e6ilia-J -405.44. 15 +2 1,9A•P t 1 1 5,4 i415 4 r Lo`74i5.5 of,0-6 1÷ =3e.e.,- .1= 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 412 -5 5 4140 PROJECT SHEET NO. OF SUBJECT JOB NO. 604-40g5 z Z 11.1 re -J 0 0 (/) CO 1.1.1 W I -J CO 11. w o LL 111 Z Z 111 uj 0— : 0 0 I— tIJ X 0 o di co , ±- 0 1- z MITCHELL ENGINEERING INC . "Ma- 51 0-7170-1A Vq TA-) 1 1 r 1 1 4. JI J sa.k.� - 51-014 z ) 11,4P02. f# -- a- - I. aP t4 - PREPARED BY DATE 1 5 1 101-1/ 1/4 co �i� I TA,IcA P . T4 (;: 1.1-4& 5& �;ro i' CI 44611. ALI �� a) .%-= 1125 51 = .• 5 , , v. Sig GL A - n 4 SitializAl. I- �a 5E FF, - s # �✓ S �► MtG t iL 4 CAT 4 1 o r4 - ' I 1.) P v4J f,44 � A g. - •l =- (11 2 A 505 kJ l.. . s it. � .15E. CUFF. - (C5 t l�p4 - k wi.iitTi4 F cT - 1Q = cv5 p) Ai4AV4v4 64-06.cli-ile-4. 1--1-51-014- - ' ' 5 I t://Ri iik.d4ti" .5 —10 c. - = Lc, ,4.1, 25 =1.25 5:".5 1125 = o .�5 7' . 5101 _...p,- 3 •75 - Da g, \442A% - 1 co, s = o 1 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 G PROJEC 2 ✓�`� SHEET NO. 1 OF -4035 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 . P I - 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 ', ATh be 12 inches long spaced a maximum of 24 inches on center. Plate washers on anchor bolts shall be 4.2 2 64 ' washers to be galvanized or stainless steel. 7. Refer to plans and sections for anchor bolt sizes, spacing, plates nailing etc. n > e 4-3 = P2-3 I t w 1 A T 4 c i.Ja',4 J'T Rift.L r,=1 ,41 141.00- 511.1-S A It tl�1�t {/+�� t 4GtA ► j 1 Ev- r wrtJargr. CC.) v1 1'4 26;04..4,1 Sial* 5 GHQ L L relivcoci -1)1 gir43 5a4Am. gAG44 Sr NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT 1S DUE TO THE QUALITY OF THE DOCUMENT. LIVE LOADS: LATERAL WIND #404 SEISMIC PER ZONE D 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. 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 INCH 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 TIMBER: ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN 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 STRUCTURAL LUMBER SHALL BE AS NOTED BELOW ,. /IX 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 / l ,� , ), J � �VA7i 14 � - ge., i wo i<.IILL ,� T - ��� ' PA L 1J/aald -,r X774 X 3 4' 3 q 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. TIIE 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 ij • O FRAMING 4 FOUNDATION DIMENSION SSHE E L PER PLAN FINISH PER ELEVATION OVER 15 LB. BUILDING PAPER OVER SHEATHING PER PLAN Z - FLASHING 39" 1 MIN. WOOD TO GRADE E 3" GLR. 4" DIA PERF. FOUNDATION DRAIN r 11. • (I) #4 BAR CONT. MAX 6" • BELOW TOP OF FND. WALL I ' 1 TIGHTLINE \ \ \i \ • STORM DRAIN/ IF REQUIRED ' / /� \ \ / / /4 < ' \ /� *4",1, 8" )I 411, 8" GARAGE FNri'. MALL li I CAD Details / MITCHELL / Slab on Grade / J. 8 inch garage fnd 2x STUDS PER PLAN MUDSILL / A. BOLTS PER FOUNDATION PLAN 4" GONG. SLAB OVER 6 MIL. BLACK V. B. OVER 4" GRANULAR FILL _ . • p; v�p• '�;�� f-•1;2...41•�y —`tijt ►_•r•.��`�.w,,:."i -' .a /\/\/\/ \ / \./ / >/ \ #4 BAR VERTICAL ® 16" O.G. II. K\ * HORIZONTAL ® I6" O.G. M (2) #4 BAR CONTINUOUS SCALE : I" = I' -O" 4111 FRAMING 4 FOUNDATION DIMENSION SHEAR WALL PER PLAN 4 SCHEDULE FINISH PER ELEVATION OVER 15 LB. BUILDING PAPER OVER SHEATHING PER PLAN Ibd @ 4" O.G. Z - FLASHING WOOD TRIM 8" I EGA► - - - - 1111111111111111111' /1 I FLR. JSTS. PER PLAN air•. . a 1I1 ... FND. WALL CAD Details / MITCHELL / Crawl Space / B. 8 inch fnd wall 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN r 3/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED OPTIONAL led TOE -NAIL 'MIN. @6 " O.G. g -1\ (I) #4 BAR GONT • MAX. 6" BELOW .. TOP OF FM" WALL XU \\ J <0= TI GHTLIN\ daL STORM �/ #4 BAR VERTICAL @ 16" O.G. O m Q Q D RE I QUIREED ;7 4 HORIZONTAL @ 16 O.G. MUDSILL / A. BOLTS PER FOUNDATION PLAN 6 MIL. BLACK V, B. • . • ' • -, T(2) #4 BAR CONTINUOUS 4" DIA PERF. � 4" 8" �1 f / 4" j/ FOUNDATION DRAIN SCALE : z I N II - I' -O II �i2 FRAMING 4 FOUNDATION DIMENSION ' SHEAR WALL PER PLAN 4 SCHEDULE FINISH PER ELEVATION OVER 15 LB. BUILDING PAPER OVER SHEATHING PER PLAN I6d as 4" O.G. �� Z - FLASHING I � �"III rtirtirtill , 1 WOOD TRIM , 1 / / / 1� OPTION AL - 8" MIN 16c1 T OE -NAIL ®6 O.G. iik:, PER P LAN � 1 L (I) #4 BAR GONT '• r.' MAX. 6" BELOW 1' IF : TOP OF FND WALL 11i = : \ W � ,//,/ 7///// 1'11 ::11:1f d � z TIGHTL114 \ • I j . • QaL STORM \/ / ' #4 BAR VERTICAL ® I6 O.G. V DRAIN � � ` • '�'' 4 HORIZONTAL @ IS" O.G. O PA I REQUIRED / / / '(( �� /� I I • 6 MIL. BLACK V. B. • • •11 d . 4" DIA PERF. FOUNDATION DRAIN e ,„ • •' ' •'H 'ay #4 BAR CONTINUOUS 4 y 4 J� FND. WALL 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN ' 5/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED MUDSILL / A. BOLTS PER FOUNDATION PLAN CAD Details / MITCHELL / Crawl Space / D. 8 inch fnd wall - parallel SCALE : I" = I' -O" 41 � tAl avatittavatili 2X STUDS PER PLAN BATT INSULATION PER PLAN .GATT INSULATION PER PLAN 3/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED PLR..15TS. PER PLAN 16d TOE -NAIL g 6" O.G. MUDSILL / A. BOLTS PER FOUNDATION PLAN #4 BAR VERTICAL @ 16" O.G. 4 HORIZONTAL @ I6" O.G. 6 MIL. BLACK V. B. 4" 8" 4•" 8" FNT7. WALL @ GARAGE 4 DIMENSION CAD Details / MITCHELL / Crawl Space / I. 8 inch fnd wall @ garage FRAMING * FOUNDATION 5HEAR WALL PER PLAN .8 SCHEDULE 16d•@ 4" O.G. INSTALL 5/8" TYPE 'X' G.W.B. 4" CONC. SLAB OVER 6 MIL. BLACK V.B. OVER 4" GRANULAR FILL a. . • .� \ .\\A (I) #4 BAR CONT. 7- \ / 6" BELOW TOP �I • ., \ � \�� \� /FND WALL • • 3" GLR.\ (2) #4 BAR CONTINUOUS SCALE : I = 4l4 I6d @ 6" O.G. DOUBLE JOIST OR BEAM PER PLAN SHEAR WALL PER PLAN CAD Details / MITCHELL / Wall to Floor / A. shear wall to joists —2x JOISTS (TYP) SCALE I" = I' -O" INALL TO PARALLEL FLOOR TRANSFER Z 2 , '~ w c4 2 JU U O CO O W= J 1- w O J ▪ < = 0 I- w Z � 1- O Z w uj • o • co O - O I I U. 6 O w U = O1- Z 11 4 DOUBLE TOP PLATE Sd NAILS 3" O.G. TO EACH TOP PL SHEAR WALL PER PLAN 4 SCHEDULE INSTALL PLYWOOD VERTICAL STARTING ® DOUBLE TOP PL r . r SIMPSON STHDI4 I HOLDOWN w/ (32) I 1 I6d NAILS � • I I -t ..1- 'I I' - 1 - 1 -4 1 -44 2 - 1 -' . • U • It • 11. • I II II I II I II II I II I II II I II I II U I u II I (4) #4 VERTICAL I l w/ 6" HOOK 1..1 I @ FOOTING _r - .__JI u 3 ROWS Sd ® 3" O.G. PLYWOOD TO BEAM Sd ® 3" O.G. 3x STUDS 3x BLK'G 3x TREATED PLATE w/ (3) 3/4"0x12" ANCHOR BOLTS 3 "x3 "xI /4" PLATE WASHER .C:_. . .. 4 ••.. 4 ; SHEAR PANEL g GARAGE a&4"(.i -4e-a CAD Details / MITCHELL / Lateral Restraint / B. lateral restraint panel EXTEND BEAM TO END OF SHEAR PANEL SCALE : 1/2" = I' -o" 4-ica SHEAR WALL PER PLAN Ibd @ 4" O.G. Ibd TOE -NAIL @ 4" O.G. SHEAR WALL PER PLAN SHEAR Tim' ANS ER CAD Details / MITCHELL / Wall to Wall / A. shear wall floor 2x PLR JST PER PLAN Z SCALE : I" = I' -O" Q Z W �. Q re Q 2 U . 0O N 0 . W J F— � w O a J D. W Z ~ O Z U al . O — 0 H' W u j . z u. O w z, O z II • .1 f 2x BLOCKING (4) I6d TOE NAIL PER EACH BLOCK SHEAR WALL PER PLAN 4 SCHEDULE LATERAL DETAIL ti t Sd NAIL @ 4" O.G. PLYWD FLOOR SHEATHING 2x FLOOR JOISTS CAD Details / MITCHELL / Floor to Wall / A. shear floor to wall - perp NO SCALE Z Z' re W C ' Q G: J U • 0 0 CO 0 W =. J E-. W 0 • g tL Q t = W • Z �. • W ~' U� :W UJ, U. p lil Z U to . z els 16d TOE NAIL 6" O.G. SHEAR WALL PER PLAN 4 SCHEDULE AS5 @. 24" O.G. LATERAL DETAIL AI' ad NAIL @ 4" O.G. FLOOR SHEATHING FLOOR JOISTS PER PLAN NO SCALE CAD Details / MITCHELL / Floor to Wall / D. shear floor to wall - par • a • SOLAR WALL 1 PLAN led @. 4" O.G. Sd @ :4" O.G. I6d TOE -NAIL ® 6" O.G. SHEAR WALL PER PLAN SHEAR TRANSFER Rk V2' � �l�tt S CAD Details / MITCHELL / Wall to Wall / H. shear wall floor - par SCALE : I" F. I' -0" Z • Z W 00 0 W = 'I O . g 5 u.. . - D = _ Z �..: H- 0 .Z I- • LW ul O • W W' • LI H U O. • Z W 0 ~: Z • SHEAR WALL PER PLAN Ibd @ 4" O.G. Ibd TOE -NAIL 0..0" O.C. SHEAR TRANSFER 4L 8d @ 3" O.G. BLOCKING CAD Details / MITCHELL / Wall to Wall / P. shear wall floor - cant A35 @ -I4= O C. 32 SCALE : I" = b42 ) i 1 SHEAR WALL PER PLAN SCHEDULE FLOOR JOISTS PER PLAN SIMPSON HOLDOINN PER PLAN w/ ALL NAIL HOLES FILLED w/ I6d COMMON NAILS C . OF EACH STUD DOUBLE STUD HOLDOWN (MST) SINGLE STUD HOLDOWN (CS) - kiALL TO FLOOR - STRAP 4 12 CAD Details / MITCHELL / Wall to Wall / M. wall to floor - strap NO SCALE W rt 6 J U U O . O W I F- w I L O • N O H W . LI o Z ' U N I-_ o ~ z I I I i 1 1 1 0.-MI 0 VallrAlMIAMINIPAIMINIMIAIN 1 ►i I I 1 DOUBLE STUD HOLDOWN FLOOR JOIST, TYPE 4 DIRECTION . PER PLAN BEAM PER PLAN LATERAL DETA1 L CAD Details / MITCHELL / Wall to Wall / N. wall to beam - strap SHEAR WALL PER PLAN 4 SCHEDULE SIMPSON HOLDOWN PER PLAN w/ ALL NAIL HOLES FILLED w/ Ibd COMMON NAILS (di ck. OF EACH STUD NO SCALE BATT INSULATION PER PLAN TRUSS PER PLAN— A5 @ 24" O.G. (BIRD BLOCKING TO TOP PLATE) @51tA *i611a -1 SIMPSON HI CLIP @ EACH TRUSS GATT INSULATION PER PLAN SHEAR WALL PER PLAN FLAT CEILING EAVE CAD Details / MITCHELL / Roof / A. flat ceiling 11►liliili0ilil►lil►lili► ' � / /I6" PLYWOOD SHEATHING NAILED w/ 8d NAILS @ 4" O.G. 4 SUPPORTED PANEL EDGES ROOFING MATERIAL PER ELEVATION OVER BUILDING PAPER $ SHEATHING EXTEND 12" ABOVE INSULATION WITH I 1/2" CLEAR AIRSPACE VENTED 2X BLOCKING W/ (5) 2" D I A HOLES PER 24" O.G. (BLOCKING TO TOUCH TOP PLATE) FASCIA BOARD PER PLAN 5" CONTINUOUS METAL GUTTER -8d NAILS @ 4" O.G. (SHTG - TO BIRDBLOCKING) ,I/ 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 x /16" PLYWOOD SHEATHING ON GABLE TRUSS. NAILED W/ Sd NAILS @ 4" O.G. W/ ALL EDGES BLOCKED 16d TOE NAILS ® 6" O.G. GABLE END WALL -RAKE WALL. FULL HEIGHT STUDS IF GABLE END TRUSS IS 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 ��5 PER S PLAN LOW ROOF SHEARWALL PER PLAN 4 SCHEDULE Sd co 4" O.G. 2x6 LEDGER w/ (2) ROWS I6d 6" O.G. (STAGGERED) ROOF TO 'TALL CONNECTION h4-1 'Ir CAD Details / MITCHELL / Roof / L. roof to wall connection 2x BLK'G BTWN STUDS ACTIVITY NUMBER: D04 -462 PROJECT NAME: MCLEAN RESIDENCE SITE ADDRESS: 4314 SOUTH 150 STREET X Original Plan Submittal Response to Correction Letter # Revision #_afteribefore permit is issued DEPARTMENTS: Buildin cniv is i o n �] Documents /routing slip.doc 2-28-02 Public Works N n G 1-0-‘ PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Complete u Incomplete ❑ 511 JW ( -f 2 - S Fire Prevention ❑ Structural Response to Incomplete Letter # DATE: 12 -28 -04 Plannhi Di�i�ion [� ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -30 -04 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO)JTING: Please Route Eer Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01 -27-05 Approved ❑ Approved with Conditions N ot Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT WORD COPY Residential Sewer Use Certification (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) Owner's Name M C Le Gil 5Q++ 1Lasl, First, Middle Initial) (2o4a0 Property Tax I.D. Number Subdivision Name Subdiv. # Lot # Block # Building Name (if applicable) Property Street Address ( 41 j s ( Sk City, State, Zip -- rv, , \A Owner's Mailing Address 3 - 7 1 r7 above) different fro" ' /-) �' n W (f ave) �k� gill �V Gi ( Vv '"f Safi Owner's Phone Number ( ZS3) grir org Property Contact Phone Number ( Party to be Billed (if different from owner) Party's Mailing Address City or Sewer District V et Uue.- Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ Yes gNo Type of building demolished? Sewer disconnect date? Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 Please check appropriate box: iSkSingle- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 0.64 = x 1.0 = Signature of Owner /Representative Print Name of Owner/Representativ MiA,A444, -" 7 'r 1057 (Rev. 7/02) White – King County Yellow – Local Sewer Agency Pink – Sewer Customer Department of Natural Resources and Parks Wastewater Treatment King County Division RECEIVED FTUK DEC 2 8 2004 PERMIT CENTER D04.46• For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understa • that the capacity charge levied will be based on this information and any deviation will require resubmissio t ination of a revised capacity charge. Date 1'2.14'i/�1 QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 -100 $23.50 101 -1,000 $37.00 1,001 - 10,000 $49.25 10,001 - 100,000 $49.25 for 1" 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for l 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. PERMIT # 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 PROJECT NAME 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 c General Erosion prevention Water Sewer Storm water Road /Parking /Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) ategory: BUD 750 - 7 SD l 1 -f a-o 6 5. GRADING Plan Review and Permit Fees $ (5) Enter total excavation volume U 0 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. $250 (1) IOS (4) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 355.0 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. RECEIVED WY OF TUKWIL.A DEc PERMIT CENTER tc4 412 .F,.r w.._.... Iw... 4i..:.+..t:... t'. k: �J..:�rSa.twF:tt�.l'w:r�J�:1iSi i.V Yi�4nsuni 4Y. a. , i.W: , ..6n , iL. a14. H.;t. i2... nr�. N. t✓ 1a�i�i .u.!/.utltW- f.uydl�+zuu.14G: rk rn Part A: (To Be Completed by Applicant) Purpose of Certificate: tin Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: 5( Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other �Yn ' t 37o q L �- �-c�c Applicants Name: ` • vl CC so; • A _ • a . , 01. Phone: :a 57 i _ cf i 5 � , Property Address or Approximate Location: Tax Lot Number: Lf*?)1 �� i GfJ"6' 0 4 tia DO — OOP`) Legal Description(Attach Map and Legal Description if necessary): 4°7 ` - t sitS O & - 37 Part B: (To Be Completed by Sewer Agency) ., 1. ❑ a. Sewer Service will be provided by side sewer connection only to an existing ( cl size sewer cfl feet -from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. C. 4. Service is subject to the following: PERMIT: $ ) a. District Connection Charges due prior to connection: GFC: $ cv 1 SFC: $ I CIc.y.) G UNIT: $ TOTAL: $ , - )l c ` � (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.) CITY IVED ItA b. Easements: ❑ Required ❑ May be Required DEC 2 8 2004 c. Other: PERMIT CENTER By 14816 Ill,f tary Road South P.O. Bc 9550 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 certify that the bove sewer agency information is true. This certification shall be valid for one year from tl date of signa e. (41k,..L,L.OAL I Title Date to44 Z Own • Agent Si • j ature 1. CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd,, Suite 100 Tukwila, WA 98188 Site address (attach map end legal description showing r ' X1 I t :1 S. I S4 - �� pcum a,:'• ,.f. .r . ; ti , v ufA�Y M�miiWM *S i� l.a�rt�r ar' nrl 6 . •:I aC T .•'�.S i•i� Vt { .J .:� � l: +'!" Al'f1 �.•l ail;': • v ��, ggt�vy' Vry � � � { 'Yl� ���1r,�y ���.r'�* try{ r ho '� *1'+ptt„���r�j f,.,)p��/ir a ��'i�nl�gf" � "N"tna. a i,' ('�"'• ENEWMJf Ri�'r4.�J t1��C�MI'it�' 4 ±�:w •W.:>• aab,"•,;t.IaC..0 U.J�..' �d..SCdr ,rr . IE ion „ Pvt, , �r ., � . . s lit Name:: p al crr Address: i 0 _ vt .�y,� 1 3 c Phone: ,x) _ ki b f X33 The proposed' project is within ��-" i CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: 4" N IA 7P CO (.),AA----z. om f� /2 Agency hone I hereby certify that the above information Is true and correct. V+ , nn and size of main): Address:,x7v's Q�cC 1 Phone: X7 1- - ktrt.3 This certificate is for the purposes of: g Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision Commercial /Industrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and water meter size(s): a me,4-e, S s / ' Vehicular distance from nearest hydrant t� the closest point of structure is ft. Area is served by (Water Utility District): 'i 2.5 ? w'4'�i' cUr �+ 'g7�`"�yy 'i7 -� °�� �Fp� .��j� • " ... ' EMMAr " d {,1.4 :014l�a'.ki"� �.'>M�'.bCl n t +k . ' " tlffi '�7L. �.9`W�l�y f 1 N Permit Center / Buildin, Division: 206-431-3670 Public Works Department: 206 - 433 -01 79 Planning Division: 206 -431 -3670 / Ski Date 5. Water availability: Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements In Item B -2 are met. ❑ System is not capable of providing service to this project. D EC e U This certificate is not valid without Water District No. 125's attachment entitled "Attachment to Certificate of Water Availability." (.t(b 30a o >r r (City /County) 2. rit" Y° improvements required. 3. The improvements required to upgrade the water system to bring it Into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be prov'ded and will be available at the site with a flow of c ' t � at 20 psi residual for a duration of 2 hours at a velocity of lid fps as documented by the attached calculations. DEC 2 8 2004 PERMIT CENTER Date /0 `-1/ - 05 Ic 44L gpm s 5 F625-052-000 (8/97) '125-052-000 (8197) DEPARTMENT OX LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT. GENERAL. REGIST # : 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 L DES MOINES WA 9819: NignaWN ./ Issued by DEPARTMENT OF LAB / R AND INDUS 1ES Please Remove And Sign Identification Card Before Placing In Billfold ANCERTO onortumNMA DEC 28 2004 PERMIT CENTER ' • , ' ..4C• 4,4 4. • • • 040E320 - - ij 01 4, h ,,,,, f pa 3■: : a d, Q — Zrd"SE� 3" Via_ A'3 2. (1 1 _ A �.1 S W TT OLAZIN$ Use _ RCHITECTS PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST, INC. PRIOR TO CONSTRUCTION FOR E TH A ESE CH STRUCT PLANS U ARE RE COP BUILT FROM YRIGHTED �N THESE ACCORDANCE PLANS. WI EDERAL S TUTES E ODUCTtON BY ANY PLANS • VA ATIONS THEREOF WITHOUT WRITTEN SSI• - 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. R -56 11 5°46 . C R - GISTERED C ATE T � ` 11 � I � � • A IM ; TIN 'Oq /04 R -50 Pi u o 41111111.1 Wirtilga$g4Wma R -2I r 3 N R T H W E S T 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 IN & _ _ �' • R -I0 i "j 4 Poll IN I to r 4 1 Wig • 1ii i Ili q 11 WM r III ! ; 1 M 1 "i " '1 1 , - 1 0 q- 11 k ! 11 Y 1 r :11 A ji ? ifi!: el; T M i 1 i i! 1 1; (211; 1 i 34 gli @ !IM !I 101 4 1i 4 i 61 p I k4 1:12t 1°2 1i q' 1 qirl ii! 1 ;d 1 gli 'tg .4 W 6 W Igg 11 .1 to A 1: 0 11! 1 raig qiip l 4411 III $ 1!) iq 1 11 le 4 111 ;!! 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I 41 '11' Fl i 4011 mi fg 1 a 11 i g la l „Id p_ ,y 1 3 h tt.f 4 F W 11 ()?* q1 73 Rir W b 111 Aqi -( ill g ogi 01 N 1 0 ii; lp 11 !i 51 4 :) 14 14 r " p ILt 1 HI v_m I; lig ge I: ! 1 �l p 6 N � I • 3 z !I 11! iii i! ,;1 p gi g : 1 z ilii ( -40! ig LAN i 1411q4 e ;1(150 i 0171e 4%;20/ 0 Mil 1110 I411 lieti 10 LIR hoiq 111 IMIA e 1 III 1 lil 841 io P mp w> C' t) P P P? 11 Ni 1 8 1 g 1 ti 1 q Jo 00 i2 ,lim ig ..1 4 i tiii < ; id Ill X to N - T 5 #94 N ru A LigA RA D � d ;LIP WITI I lO z a gg4A 4-q W P766 g > 1-4 ON; ' " " pq ;3- ii; e*! 1 240 i 1 g ( P n o pl l ies1 N z u N iA N • b y t 1P1 q Ill :1!7;21 1 l!i> 1$ i itl N 1 4 1 4 1 Jg ig < 1 " lb ) ) g, tig 6 _ mi 1:11 :4041 P1 : 811 1;1: ;i1; 1 4 1 th fi ts211 ; i; 13 R 4 1 2 1 ; Q p Q ! a g f 7 ' A; 1 (-1 / 6 - 1 g 1 t& 1 ty g ij ton f ; iF i-13i4 0 !i r 0.11 II! 0 1 -4 0 -440 ij :11 sru> 8 10 lif 1 111 epo a>. 4e 00>t .9 !:Adi x 0 P :- 81 i 3 i i 4 zg ono >�. 3M iii 1 ! g I TO g 0 1 i ! 0.•0 _ 1 i -` ;-V g0 @ 4 111 11 1 i I P ' 1 1 i § **1 Igqi 4 i2 i i E• io 2 1 A CJ ,- O O z v 7C _( 0 D z v r O r rn O N ni rn z r D O z mum iA01Jr R -3 SMOLZ FAMILY ONLY *;0 0.40 OLAZIN$ 0.56 i- 1•AGTOR 0.20 40 f§§§§§§ R -56 &, i R -50 Pi u o R -21 ill " R -2I H R -I0 IN & M Yw1 R -I0 1 ° i "j 4 Poll IN I to r 4 1 Wig • 1ii i Ili q 11 WM r III ! ; 1 M 1 "i " '1 1 , - 1 0 q- 11 k ! 11 Y 1 r :11 A ji ? ifi!: el; T M i 1 i i! 1 1; (211; 1 i 34 gli @ !IM !I 101 4 1i 4 i 61 p I k4 1:12t 1°2 1i q' 1 qirl ii! 1 ;d 1 gli 'tg .4 W 6 W Igg 11 .1 to A 1: 0 11! 1 raig qiip l 4411 III $ 1!) iq 1 11 le 4 111 ;!! I 41 '11' Fl i 4011 mi fg 1 a 11 i g la l „Id p_ ,y 1 3 h tt.f 4 F W 11 ()?* q1 73 Rir W b 111 Aqi -( ill g ogi 01 N 1 0 ii; lp 11 !i 51 4 :) 14 14 r " p ILt 1 HI v_m I; lig ge I: ! 1 �l p 6 N � I • 3 z !I 11! iii i! ,;1 p gi g : 1 z ilii ( -40! ig LAN i 1411q4 e ;1(150 i 0171e 4%;20/ 0 Mil 1110 I411 lieti 10 LIR hoiq 111 IMIA e 1 III 1 lil 841 io P mp w> C' t) P P P? 11 Ni 1 8 1 g 1 ti 1 q Jo 00 i2 ,lim ig ..1 4 i tiii < ; id Ill X to N - T 5 #94 N ru A LigA RA D � d ;LIP WITI I lO z a gg4A 4-q W P766 g > 1-4 ON; ' " " pq ;3- ii; e*! 1 240 i 1 g ( P n o pl l ies1 N z u N iA N • b y t 1P1 q Ill :1!7;21 1 l!i> 1$ i itl N 1 4 1 4 1 Jg ig < 1 " lb ) ) g, tig 6 _ mi 1:11 :4041 P1 : 811 1;1: ;i1; 1 4 1 th fi ts211 ; i; 13 R 4 1 2 1 ; Q p Q ! a g f 7 ' A; 1 (-1 / 6 - 1 g 1 t& 1 ty g ij ton f ; iF i-13i4 0 !i r 0.11 II! 0 1 -4 0 -440 ij :11 sru> 8 10 lif 1 111 epo a>. 4e 00>t .9 !:Adi x 0 P :- 81 i 3 i i 4 zg ono >�. 3M iii 1 ! g I TO g 0 1 i ! 0.•0 _ 1 i -` ;-V g0 @ 4 111 11 1 i I P ' 1 1 i § **1 Igqi 4 i2 i i E• io 2 1 A CJ ,- O O z v 7C _( 0 D z v r O r rn O N ni rn z r D O z i 11 o � d 40 f§§§§§§ ■ 1#Irti-G 1 4 !NCH 5 INCH 6 INCH Z I6b M§§§§ MINIMUM SM00'TH DID 4 INCH 5 INCH , 6 INC++ 664 M g08 64 -W 5 ;i u>'u►wwvsww.ww - i "j 4 Poll IN I to r 4 1 Wig • 1ii i Ili q 11 WM r III ! ; 1 M 1 "i " '1 1 , - 1 0 q- 11 k ! 11 Y 1 r :11 A ji ? ifi!: el; T M i 1 i i! 1 1; (211; 1 i 34 gli @ !IM !I 101 4 1i 4 i 61 p I k4 1:12t 1°2 1i q' 1 qirl ii! 1 ;d 1 gli 'tg .4 W 6 W Igg 11 .1 to A 1: 0 11! 1 raig qiip l 4411 III $ 1!) iq 1 11 le 4 111 ;!! I 41 '11' Fl i 4011 mi fg 1 a 11 i g la l „Id p_ ,y 1 3 h tt.f 4 F W 11 ()?* q1 73 Rir W b 111 Aqi -( ill g ogi 01 N 1 0 ii; lp 11 !i 51 4 :) 14 14 r " p ILt 1 HI v_m I; lig ge I: ! 1 �l p 6 N � I • 3 z !I 11! iii i! ,;1 p gi g : 1 z ilii ( -40! ig LAN i 1411q4 e ;1(150 i 0171e 4%;20/ 0 Mil 1110 I411 lieti 10 LIR hoiq 111 IMIA e 1 III 1 lil 841 io P mp w> C' t) P P P? 11 Ni 1 8 1 g 1 ti 1 q Jo 00 i2 ,lim ig ..1 4 i tiii < ; id Ill X to N - T 5 #94 N ru A LigA RA D � d ;LIP WITI I lO z a gg4A 4-q W P766 g > 1-4 ON; ' " " pq ;3- ii; e*! 1 240 i 1 g ( P n o pl l ies1 N z u N iA N • b y t 1P1 q Ill :1!7;21 1 l!i> 1$ i itl N 1 4 1 4 1 Jg ig < 1 " lb ) ) g, tig 6 _ mi 1:11 :4041 P1 : 811 1;1: ;i1; 1 4 1 th fi ts211 ; i; 13 R 4 1 2 1 ; Q p Q ! a g f 7 ' A; 1 (-1 / 6 - 1 g 1 t& 1 ty g ij ton f ; iF i-13i4 0 !i r 0.11 II! 0 1 -4 0 -440 ij :11 sru> 8 10 lif 1 111 epo a>. 4e 00>t .9 !:Adi x 0 P :- 81 i 3 i i 4 zg ono >�. 3M iii 1 ! g I TO g 0 1 i ! 0.•0 _ 1 i -` ;-V g0 @ 4 111 11 1 i I P ' 1 1 i § **1 Igqi 4 i2 i i E• io 2 1 A CJ ,- O O z v 7C _( 0 D z v r O r rn O N ni rn z r D O z ROOF VENTILATION Standard Truss/ Scissor Truss Roof Framing Assembly: ROOF OVER GARAGE Roof Area : 168 s.f Ventilation Required: 168 s.f. x 144 s.i. I s.f. 1 300 = 80.64 s.i. Req'd Provide 1/2 ventilation at eaves, 1/2 above midpoint & min. 31. above eave vents Eave Ventilation: Birdblocking = 4.71 s.i. / I.f. - 25% reduction = 3.53 Si. / I.f. Eave Ventilation Req'd = 80.64 s.i. / 2 / s.i. per 1.f. = 11.41 I.f. Provide : - ' 12 I.f. birdblocking. Ventilation = 42.39 s.i. Min. Ventilation Provided = 42.39 s.i. is greater than 40.32 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 = _. % 80.64 s.i. / 2 / s.i. of each vent = 1.10 vents Provide: : - _ - 2 -7"x T' roof jacks. Ventilation = 73.50 s.i. Ventilation Provided = 73.50 s.i. is greater than 40.32 s.i. Req'd Use : (minimum) -- , 12 I.f. birdblocking. Ventilation = 42.39 s.i. Use : (minimum) 2 7"x7' roof jacks Ventilation = 73.50 &i. Total Min. Ventilation Provided = 115.89 si. IS GREATER THAN : 80 -64 s.i. Req'd ROOF VENTILATION 2000 WASHINGTON STATE VENTILATION AND INDOOR NR QUAUTY CODE Standard Truss/ Scissor Truss Roof Framing Assembly: ROOF OVER DINING & LIVING Roof Area : s Ventilation Required: , 344 s.f. : 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 It. above eave vents Provide 1/2 ventilation at eaves, 1/2 above midpoint & min. 3 f. above eave vents Eave Ventilation: r _ , • Whole C Birdblocking = - .. Eave Ventilation Req'd = • ^'° Provide : r - Min. Ventilation Provided = -, • 4.71 s.i. /1.f. - 25% reduction = 165.12 Si. / 2 / s.i. per I.f. = 24 I.f. birdblocking. Ventilation = I : 84.78 s.i. is greater than 3.53 s.i. / I.f. 23.37 1.f. 84.78 s.i. 82.56 s.i. Req'd Upper Roof Ventilation: .. .. R -30 T'x7" Attic Roof Jack = Upper Ventilation Req'd = Provide: Ventilation Provided = c 49 s.i. each - 25% screen reduction = 165.12 s.i. / 2 / s.i. of each vent = 1 •: , 3 -7"x7" roof jacks. Ventilation = ' 110.25 s.i. is greater than 36.75 s.i. each. 2.25 vents 110.25 s.i. 82.56 s.i. Req'd Use : (minimum) Use : (minimum) : 24 I.f. birdblocking. Ventilation = A•. 3 -7 "x7" roof jacks. Ventilation = 84.78 s.i. 110.25 si. Total Min. Ventilation Provided = 195.03 si. IS GREATER THAN : 165.12 &i. Req'd ROOF VENTILATION 2000 WASHINGTON STATE VENTILATION AND INDOOR NR QUAUTY CODE 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 f. above eave vents Kitchen . Eave Ventilation: • Whole C Birdblocking = Eave Ventilation Req'd = Provide : Min. Ventilation Provided = 4.71 s.i. I I.f. - 25% reduction = `- • : 691.2 s.i. / 2 / s.i. per I.f. = `' • '- , • 98 I.f. birdblocking. Ventilation = a'. . 346.19 s.i. is greater than 3.53 s.i. I I.f. 97.83 I.f. 346.19 s.i. 345.6 s.i. Req'd Upper Roof Ventilation: .. R -30 7"x7" Attic Roof Jack = Upper Ventilation Req'd = Provide: Ventilation Provided = r ( -. ; - 49 s.i. each - 25% screen reduction = 4 ' . 691.2 s.i. / 2 / s.i. of each vent = .. . 10 -7"x7" 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) r Use : (minimum) . ... 98 I.E. birdblocking. Ventilation = 10 -7 "x7" roof jacks. Ventilation = 346.19 s.i. 367.50 si. Total Min. Ventilation Provided = 713.69 &i. IS GREATER THAN : 691.2 s.i. Req'd VENTILATION SCHEDULE 2000 WASHINGTON STATE VENTILATION AND INDOOR NR QUAUTY CODE SYMBOL LOCATION 'MINIMUM FAN REQUIREMENTS A Bath. Powder, Min_ 50 cfm @ 0.25" WG (VIAQ Table 3-1) 4 8 Kitchen . Min. 100 cfm @ 0.25" WG (VIAQ Table 3-1) (Range hood or down draft exhaust f a n rated a t m i n.100 cfm at 0.10" WG may be used for exhaust fan requirement.) • Whole C House Fan - _ I MIN_ CFM = 90 MAX CFM = 135 (VIAQ Table 3-2) (based on 2.560 s.f. floor area & 3 bedrooms) low raring @ 025" WG '.~$hole house fans located 4 It. or less from interior grille to have a sone rating of 1.5 or less measured @ 0.1" WG 'whole house fan may be omitted when using OPTION 2. (only required when using OPTION 1 (VIAQ 303.4.1)) 'All fans to vent to outside 'All other requirements of 2001 WSEC 1 2000 VIAQ melt be met Ft,.. FOUNDATION VENTILATION Crawispace Area: 1240 s_f_ .- 1 ; Ventilation Requiredt 1240 s_ f_ /150= -' , ), -- - 1190.4 s.i Req'd Use: 14' x T Foundation Vents - Vent Area = 96 s.i. - 25% rec ,114mesh = 735$_i Vents Required= 1190.4 s_ i_ / Vent Area = , . 16.20 si. Prude : 17 14 x T Vents. Area = 1249.5 si. Ventilaltion Proided = 1249.50 s i. is Greater than - 11904 s_i_ Redd Use: 17 ir x r Fouodaliow Vents FOUNDATION VI31T3 OWL P OT NITERFEEE WITH INFECT LOAD PATH OF COLUMNS 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 GLAZ:: k3 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 ALL ,LAVED 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 LIVING PROPOSED DOOR U -VALUE 0.20 DINING FOYER 1 1.5000 Cam. i MILGARD i VINYL PICTURE 5320 11/2' 5320 11? 5220 fl /2' 5320 1/2` 5220 1/Y }AR AR AIR AR AR 1Y ES IYES iYES AYES YES 0.35 0.35 0.39 0.35 0.39 7.50 10, t • 36.00 12.1! 36. :I • ,2.63 ,� i 1 " 4. FOYER 1 4.00 2 O MILGARDlVNYL R - MILGARD VINYL VINYL PICTURE S.HUNG PICTURE S.HUNG LIVING 300 2.G0 6.00.MILG 2 -00 LIVING 3 _ DINING 2 3.00 6.00 MILGARD 4 } VNYL MILGARD MILGARD 4- ,MILGARD 1 4.00 3.50 MILGARD 'VINYL SLIDER 5120 1I? AR YES 0.38 14.00 �- - .3? 16750 19.00 11.70 K ITCHEN NOOK 2 3.00 5.00 MILGARD VINYL PICTURE 5320 11 /? AR 5120 1/2" B AR 5220 11/? IAR 1YES YES YES 0.35 0.38 0.39 _ 30.00 50.00 30.00 FAMILY 2 5.00 5.oe MILGARD VINYL VINYL SLIDER S.HUNG , DEN 2 3.00 5.00 2001 RESIDENTIAL WSEC CHAPTER 6: HEATING SYSTEMS SIZING PRESCRIPTIVE HEATING SYSTEM SIZING: 5.00 Cam. i ELECTRIC RESISTANCE (BASEBOARD I UNIT HEATERS): CONDITIONED SQUARE FOOTAGE X 005882 = 15.06 : s .MA)QMUM KW OUTPUT OTHER FUELS CONDITIONED SQUARE FOOTAGE X20 = 51200 • MAXIMUM BTU OUTPUT BEDRM 2 2 3.00 5.00 M ILGARD .VINYL MILGARD 1 VINYL , S.HUNG L. SL D R 5220 5120 1/2' 1/ 2' jAR YES , ANA YES 0.39 0.38 . 30.00 32 11.70 12.18 MSTR BEDRM I 1 8.00 4.00 MSTR BATH 2 5.00 4.00 MILGARD VINYL ,De PICTURE . 5 5320 112' AR YES , 0.35 40.00 14.00 MSTR BATH j 1 2.00 SKYLIGHT_ MILGARD MILGARD 4- ,MILGARD VINYL S.HUNG 5220 11? AR YES 0.39 8.00 3.12 BONUS 1 Ty: csi VNYL SLIDER 5120 112' ----. 11? AR AR Ail IYES } _ YES .- ,.- f.. 32.00 12.16 , BONUS 3 _____, 3 CV p -.- 5320 c� 16 12.00 4.20 BEDRM 3 MILGARD - VINYL P ICTURE CASE. 5521 112' AR YES _ AI : r 36.00 12.96 STAIRWELL 1 4.00 4.00 MILGARD VINYL SKYLIGHT 780 3f4' T AR NO 0.54 16.00 8.64 MSTR BATH 1 2.00 4.00 MILGARD VINYL SKYLIGHT 780 3f4' INO 0.54 8.00 4.32 BATH 2 1 _ 2.00 2.00 MILGARD VINYL SKYLIGHT_ 78013/4' ,AR , AIR 'NO _ 0.54 4.00_ 2.16 `0:- ;a,M t .,F w.1 ; VN•1D w .1`r }•;C - '1:1 k += i FP''.AMF T -f'F 'Afro ;^J T IFF M' ;C Fl f ; .AR 1i,Rs!l ' - ' - N -, 1 C•nr I i ; -'VAI (I) A FA I;A r 'r-. -- - •- -s.�.. _..a.■ . alb t ROHR 4 M4„ PIXY - VAPOR RETARDER ACc STAPLED BACKED BATTS El 4 tit Pc r FACE STAPLED BACKED BATTS I PvA PAI 4T CEILING El 4 est, wOLY FO STAPLED sikomO BAITS PVA PA/4T x i her %Q . IF ropoi4LATION SPACE AVERAGE 17 ABOVE wasuuvnom • wim PLYWOOD Wr EXT GLUE • • • ) • • -� I 0 • t ; V • ' f -, a C • 1 - GLAZING SCHEDULE MAIN FLOOR UPPER FLOOR DOORS WITH MORE THAN 50% GLASS I NOOK 1 I 3.001 6.67 SMPSON 'WOOD ID 3/4' AR YES I0. j 20. 7.201 SKYLIGHTS AND SKfALLS 463.51 A - (1) U- VALUES ARE NFRC CERTFIED OR OBTAINED FROM WSEC TABLE 10-6A, B. C. D OR E WHOLE HOUSE VENTILATION USING THE PRESCRIPTIVE METHOD l I f xl AVG. U -VALUE _ OPTION 1. WHOLE HOUSE VENTILATION USING EXHAUST FANS (VIAQ 303.4.1) MIN. CFM EXHAUST FAN FLOW RATING PER VIAQ TABLE 3-2 NOTE: TIIS 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 FLEXIBLE OUTDOOR AIR INLET DUCT PER VIAQ TABLE 3-5 X 1 MAP DAMPER MEETING VIAQ TABLE 3-2 FLOW RATES 90 CFA AUTOMATIC FLOW - REGULATED DEVICE , BACK -RAFT DAMPER SELECTION GLAZING % = TOTAL 1 HEATED AREA !IA TOTAL (TOT. 2) AREA TOTAL (TOT. 1) MOTORIZED DAMPER F 1 CA.L..RATE) MANUAL VOLUME DAMPS? MANUA . UIM E DAMPER DOORS WITH MORE THAN 50% GLASSS•TOTAL: 20.01 AVG. U -VALUE (VERTICAL GLASS): SKYUGHT TOTAL: AVG. U -VALUE (OVERHEAD GLASS): rr r 463.51 S.F. a •`� 2560.00 S.F. 177.56 UA 1 AUTOMATIC DEVICE ' f ` t le PLAN M2535A3 F -V WNO. TOTAL: 415.50 155►23 OPTION 3 WHOLE HOUSE VENTILATION USING A SUPPLY FAN (VIAQ 30G 4 3) INCH SHOO + OR NCH FLEXIBLE OUTDOOR AIR INLET DUCT PER VIAQ TABLE 3-6 { 28.00 AREA 7.20 0.37 15.12 0.54 i. I 483.511 177.54 TOTAL 1 TOTAL 2 18.11% • 0.38 U -VALUE i •J , -f iNoe •?•:IPsb•.)v---;Ier OPTION 4 WHOLE l- VENTX.AT}ON USING A HEAT RECOVERY VENTTL.ADON SYSTEM (VIAQ 303 OilleePAD OW jpyula CENTER VII :viw> - rr W� =5m O .0 04 Gw awU)� w 85 ++ a VId 6 O w <P0z < w N z � _ z0P a u2W1 op (12 2'6r‘OW*if , 4 dO.Vc1(.2!,, W 4 (-) a Z n w W D C. I --O � w c T lf < sz _ g Ice60 fr6 F QU <O <wW xmsm� a.zw > U W U z Lu O , • paws F-- N (� ui w = I �U a ic �Nfr 8 fikG gag u N N O z T MAW Z cc 114 4414> LU U. IL. d J 0 0 CO d_: 9' A " - TAO/ LIVEIVAL JOB WISER AIM III NAME* :a 040620 4 . . t .• f r ' li _ • - • ' " 1• . - { • , • { C • . ' i • K Vt " . • _ .- ,.- f.. .. -yf- € i - __ t. ..' r i . • - . _ f 6 , N. , ._r • . . _ AI : r r 'r-. -- - •- -s.�.. _..a.■ . alb t ROHR 4 M4„ PIXY - VAPOR RETARDER ACc STAPLED BACKED BATTS El 4 tit Pc r FACE STAPLED BACKED BATTS I PvA PAI 4T CEILING El 4 est, wOLY FO STAPLED sikomO BAITS PVA PA/4T x i her %Q . IF ropoi4LATION SPACE AVERAGE 17 ABOVE wasuuvnom • wim PLYWOOD Wr EXT GLUE • • • ) • • -� I 0 • t ; V • ' f -, a C • 1 - GLAZING SCHEDULE MAIN FLOOR UPPER FLOOR DOORS WITH MORE THAN 50% GLASS I NOOK 1 I 3.001 6.67 SMPSON 'WOOD ID 3/4' AR YES I0. j 20. 7.201 SKYLIGHTS AND SKfALLS 463.51 A - (1) U- VALUES ARE NFRC CERTFIED OR OBTAINED FROM WSEC TABLE 10-6A, B. C. D OR E WHOLE HOUSE VENTILATION USING THE PRESCRIPTIVE METHOD l I f xl AVG. U -VALUE _ OPTION 1. WHOLE HOUSE VENTILATION USING EXHAUST FANS (VIAQ 303.4.1) MIN. CFM EXHAUST FAN FLOW RATING PER VIAQ TABLE 3-2 NOTE: TIIS 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 FLEXIBLE OUTDOOR AIR INLET DUCT PER VIAQ TABLE 3-5 X 1 MAP DAMPER MEETING VIAQ TABLE 3-2 FLOW RATES 90 CFA AUTOMATIC FLOW - REGULATED DEVICE , BACK -RAFT DAMPER SELECTION GLAZING % = TOTAL 1 HEATED AREA !IA TOTAL (TOT. 2) AREA TOTAL (TOT. 1) MOTORIZED DAMPER F 1 CA.L..RATE) MANUAL VOLUME DAMPS? MANUA . UIM E DAMPER DOORS WITH MORE THAN 50% GLASSS•TOTAL: 20.01 AVG. U -VALUE (VERTICAL GLASS): SKYUGHT TOTAL: AVG. U -VALUE (OVERHEAD GLASS): rr r 463.51 S.F. a •`� 2560.00 S.F. 177.56 UA 1 AUTOMATIC DEVICE ' f ` t le PLAN M2535A3 F -V WNO. TOTAL: 415.50 155►23 OPTION 3 WHOLE HOUSE VENTILATION USING A SUPPLY FAN (VIAQ 30G 4 3) INCH SHOO + OR NCH FLEXIBLE OUTDOOR AIR INLET DUCT PER VIAQ TABLE 3-6 { 28.00 AREA 7.20 0.37 15.12 0.54 i. I 483.511 177.54 TOTAL 1 TOTAL 2 18.11% • 0.38 U -VALUE i •J , -f iNoe •?•:IPsb•.)v---;Ier OPTION 4 WHOLE l- VENTX.AT}ON USING A HEAT RECOVERY VENTTL.ADON SYSTEM (VIAQ 303 OilleePAD OW jpyula CENTER VII :viw> - rr W� =5m O .0 04 Gw awU)� w 85 ++ a VId 6 O w <P0z < w N z � _ z0P a u2W1 op (12 2'6r‘OW*if , 4 dO.Vc1(.2!,, W 4 (-) a Z n w W D C. I --O � w c T lf < sz _ g Ice60 fr6 F QU <O <wW xmsm� a.zw > U W U z Lu O , • paws F-- N (� ui w = I �U a ic �Nfr 8 fikG gag u N N O z T MAW Z cc 114 4414> LU U. IL. d J 0 0 CO d_: 9' A " - TAO/ LIVEIVAL JOB WISER AIM III NAME* :a 040620 4 FRAMING 4 FOUNDATION DIMENSION 4 SCHEDULER PLAN FINISH PER ELEVATION OVER 15 LB. BUILDING PAPER OVER SHEATHING PER PLAN Z - FLASHING WOOD 'TRIM OPTIONAL 39" MAX. 5 AB TO GRADE b MIN. WO TO GRADE A (I) *4 BAR CONT. MAX b' d3 3" CLR. 4" DIA. PERF. FOUNDATION DRAIN DOUBLE TOP PLATE —•''" ad NAILS • 3" O.G. TO EACH TOP PL 51 IEAR WALL PER PLAN d SCHEDULE SI' GARAGE FND. WALL (4) *4 VERTICAL w/ 6" HOOK 0 FOOTING BELOW TOP OF FND. WALL '-'\ /j\Y \I /\< r T16HTLINE \ \ \ \\ STORM DRAIN// IF REQUIRE' j \j\ \ / \ / \ / \� `%/ �\ \,� \ �\ \j� INSTALL PLYWOOD VERTICAL STARTING • DOUBLE TOP PL lj • SIMPSON STHDI4 . 1 I HOLDOWN rt/ (32) • 1 I 16c1 NAILS 1 •I 1 I i • Id • 1I • i/. • fl II II II II II It II II II II II II II 1I U II 1! " 11 I SHEAR WALL PER PLAN Ibd • 4" O.G. It • II N II h 1 I II II N II N II N U • N • N N N II V d N * 4" il e 011 411 I : - 11 11 11 11 11 II 11 I I; u / >>\ BAR VERTIGAL O I6" O.G �� 1 : 7 \/*4 , � * HORIZONTAL • 16" O.G. • 1 p• '. I 1 1 • • SHEAR PANEL GARAGE 16d TOE -NAIL • 6" O.G. SI-CAR TRANSFER P-Ala 640 4 . 1 LOW R.00° — -�.' I 2 E ER A. a� c A` ---• 1 Re 'G bC • b` C .C. G- - I i6) ROOF TO PIo,Li C�OPCT1ON 40 3 ROWS ad • 3 " O.C. ' - PLYWOOD TO BEAM ad 0 3" O.G. • . 3x STUDS 3x ELK'S • • • 2x STUDS PER PLAN MUDSILL / A. BOLTS PER FOUNDATION PLAN • a • 4" CONG _ SLAB OVER b MIL. BLACK V. B. OVER 4" GRANULAR FILL a 4 (2) *4 BAR CONTINUOUS EXTEND BEAM TO END OF SHEAR PANEL SCALE I I" = I'_0" I, SCALE 3x TREATED PLATE rat/ (3) 3/4 "4>xI2" ANCHOR BOLTS rt/ 3 "x3 "x1/4" PLATE WASHER SCALE : 1/2" = 1 " = 1 1, 5 5 6 3"Y11s, n FRAMING j f Q,DATION I6d • 4" O.C Z - FLASHING WOOD TRIM -- 4" DIA PERF FOUNDATION DRAIN (HNORA:- 5R P SIZE 1 !RC R3;:563) 1/4' D.A %."'\ 1.4 A 14 CAA- _ . =oft =4_ r:'ti57N Ok DIMENSION rt: PLAN FINISH PER ELEVATION OVER 15 LB. BUILDi\S PAPER OVER SHEATr ' 6 PER PLAN OPTIONAL Ib 6'TO -NAIL G. (I) $4 BAR CONT MAX. b" BELOW TOP OF FND NALL • , \ / \/ T GHTLINE\ Q STORM ..40 DRAIN \ i < I F REQUI REP,/ /� \ 3" GLR. `2) SI' PND. WALL I6d TOE -NAIL • 4" O.G. 51-EAR WALL PER PLAN SHEAR TRANSFER SHEAR WALL PER PLAN SCHEDULE FLOOR PLAN PER LAN SIMPSON HOLDOYW PER PLAN rt/ ALL NAIL HOLES FILLED rt/ 16d COMMON NAILS • CI. OF EACH STUD DOUBLE STUD • HOLDOWN 0 4 T) SINGLE STUD • HOLDOYt4 (C5) WALL TO FLOOR -STRAP < z V IN i Z Eu = < t I _ • ---- • ,4 THRUST 4" O.�c_ BLOCK 36' Na‘ `. S-A.RNAY ro/77« PER RG R34 ; 5_l ( TO � O T 9...00K *�-- ,iOreST OR OLOCAIGNS • F4.i ole. enzin NTERJOR STAIR PER i 10' it Js TS. PER PLAN •I •••11 • 2X STUDS PER PLAN BATT INSULATION PER PLAN —BATT INSULATION PER PLAN 3/4 T. * 6. PLYWOOD SUBFLOOR GLUED 4 NAILED • V • ) i :ANDRALS PER ; SRC Rai I.5.6 BALUS - 0 '-! TO :RC R3 I MUDSILL / A. BOLTS PER FOUNDATION PLAN *4 BAR VERTICAL • lb" O.G. HORIZONTAL • lb" O.G. -� —b MIL. BLAGK V. B. a• • • 11 4 .' ': t (2) *4 BAR CONTINUOUS d, 4"ole .k" ' 4" ' l SCALE 1" I '-O" t SCALE : I" = 1 _ r • cc• t . 4 . .. +'►� NO SCALE NOTE: SPACING BEThEEN INTERMED1ATE GUARDRAIL TO BE SUCH MAT ASPWEREOF SHALL NOT PASS THROUGH ANY OP'M4INS '5�#JG �SLDPED kaJAL MAM PER PLAN STAR iNSTALL B a 6.s1 3_ (2;- :,A COL**, (I) L/►YE3It • riAL6 (3) 2x12 STRINSERS FV OLOCKNO • /417-SPAN 1 6REA1 r AAp i,.EAST TREAD t RSER 50401/4.1. r10'r VAR?' NcifiRE TFWIi say Meg MG R91IS.3J t R311S32) INOT TO SCALE 18 Sti DIMENSION r SGI EL PER PLAN �IJL.E FINISH PER ELEVATION OVER 15 L.B. BUILDING PAPER �. OVER SHEATHIN6 PER PLAN I6d 0 4" O.G. Z - FLASHING WOOD TRIM OPT!ONAL I6d TOE -NAIL • 6" O.G. e" MIN. 4" DIA. PERF FOUNDATION DRAIN 2X4 NAi - • V--1 TI&HTLINE \ / , :<V STORM \ \ / / �, O l REQUIRED X 2k / \ //// 5" 5" GLR. SI' FND. WALL - (2) 2X4 (I) *4 BAR CONT MAX. 6" BELOW TOP OF FND WALL / / I00`' 2X STUDS PER PLAN BATT INSULATION PER PLAN ---- -- BATT INSULATION PER PLAN 3/4" T.4 6. PLYWOD SUBFLOOR GLUED 4 NAILED -` 1 1 ! Nv N j ••il. II • • 11 . • . iN • • • :a • f T r MUDSILL / A. BOLTS PER FOUNDATION PLAN *4 BAR VERTICAL • 16" O.G. N I HORIZONTAL • Ib O.G. b MIL. BLACK V.B. 4 4 \ / / \ / /.\ / / \// (2) *4 BAR CONTINUOUS • 8d NAIL 0 4" O.G. /-ittir4411111,r41111111/r4111111 I■I 2x BLOGKIN6 (4) 16d TOE NAIL PER EACH BLOCK SHEAR WALL PER PLAN 4 SCHEDULE LATERAL DETAIL �i ►�i � r �r ter. � � i �r � r r �� i l DOUBLE STUD • HOLDOPIN FLOOR JOIST, TYPE i DIRECTION PER PLAN BEAM PER PLAN 13 LATERAL_ DETAIL -- SKYLI6HT C1) 2x4 t BA'* 1 Jt►Tt,(Jh w VfPE "X" WAIL 2)44 34P.I i CR ZKET .. .i '' W PLAN \ ■ + i PLYWD FLOOR SHEATHING 2x FLOOR JOISTS d . 1- -SHEAR WALL PER PLAN 4 SCHEDULE SIMPSON HOLDOWN PER PLAN w/ ALL NAIL HOLES FILLED i- , - rt/ I6d COMMON NAILS • 4. OF EACH STUD NO SCALE 2 X 6 BUII.T JP CJRB rei..16 = ° 5.`LAN A/ RECOP÷ENDED •fiki., CURB �._ASr 'i16 AS B`' *.itA JFAG'". :(2 :.A`+'ERS LAM!NNIED SLASS • • .7-0' AF•F J 2 LAYER TEMPERED • - i 2 -O' A.. °.F.) OR "IGfyS BEYOND SCALE : I" = 11-0" NO SCALE SCALE : r s Z X I 1- —t �dr�l�l�l�l�l PAQIL�LEL � S IM PLAN SECTION • • b io -N41L 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 5/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED MUDSILL / A. BOLTS PER FOUNDATION PLAN i *4 BAR VERTICAL • 16" O.G. t HORIZONTAL 0 16" O.G. 6 MIL. BLACK V. B. 3" CLR. BATT INSULATION PER PLAN TRUSS PER PLAN (SCISSOR TRUE' • SIM SECTION) A35 • 24" O.G. (BIRD BLOCKING TO TOP PLATE) SIMP'SON HI CLIP • EACH TRUSS BATT INSULATION PER PLAN SHEAR WALL PER PLAN ibd TOE NAIL • 6" O.G. OVER •0NC.RETE SD SHEAR WALL PER PLAN 4 SCHEDULE 4 4N , 4 . $" , 4 "dl. 4 Si' FND. WALL GARAGE NNIr-r�r�'r�r�rrr��r� r-il-r-rrAVAIIIIPrAIN•116•41•111/ 'r4111MVr/ +Of LATERAL DETAIL FLAT CEILING 4 EAVE tr ji CONC. MALL PER PLAN FR4194 Pet PLAN A35 0 • • 1-1644TMEIGHT VENEER INSULATION PER PLAN 2x STUD rIALL. PER PLAN SrEATHIIIDS PER MAW. REC. FEATHER REStSTANT METAL LATH CULTURED STONE TYPE Ns MOPIZTAR JOINT SEAMS ENB7 • DIMENSION THEtAt PER PLAN INSTALL 5/8" TYPE 'X' d 4" GONG. SLAB OVER 4" GRANULAR FILL OVER 6 MIL. BLACK V.B. OVERHANG PER PLAN FLOOR SHEATHNG FLOOR JOISTS PER PLAN TO BIRDBLOCKIte9) NO SCALE Z ta ra 1 • i OVER St.C.ATHINS. RENIE \ CODE C an [ Mb" PLYV400D SHEATHING 4 SUPPORTED PANEL EDGES - ROOFING MATERIAL PER ELEVATION OVER EUILDIN6 PAPER SHEATHING EXTEND 12" ABOVE INSULATION NITH I 1/2" CLEAR AIRSPACE VENTED 2X BLOCKING ITO TOUCH TOP PLATE) FASCIA BOARD PER PLAN --I 5" CONTINUOUS I METAL 1 1 . .1 -ad NAILS /— /: e 6 4 /4 FINISH PER. ELEVATION OVER 15 LB. BUILDING PAPER SHEATHNIS PER PLAN JAN 8 2005 DOUBLE JOIST OR BEAM PER PLAN 5 NALL TO PARALLEL FLOOR TRANSFER SHEAR WALL PER PLAN GABLE DO NALL • RACE V4ALL. FULL HEIGHT STUDS 0 16t e :r0E ac t . NAIL. SHEAR WALL PER PLAN 1/16° PLYWOOD SHEATHING ON GABLE TRUSS. NAILED Vi/ ALL EDGES BLOCKED PLYWOOD ROOF SHEATHING 0 SHEAR TRANSFER EA. sive • • IF GABLE END 'TRUSS IS DESIGNED FOR LATERAL FORCE OF 3500*, PLYNOOD DOES NOT MED TO EXTEND UP GABLE END LATERAL DETAIL N ik X, BOTTOm OF EF_Alkie r p i (2) sowesoP4 A24 ,i • • • CONTINUOUS FOOT1N05 J51S. PER PLAN 2x JOISTZ1 SIMPSON A35 • 5HEAR NALL PER PLAN 4 SCHEDULE NaT TO SCALE F 3/4' 1 ".445. °L"f1/1000 SUBFLOOR. .1 /UV 1 Y AYSM1110 BEAM PER PLAP4 2 x 1 4 CLEAT EACif SCE • a • Aar Mari.. BLACK Nef- 8 • • TRUSS DE: 2 3 2334 0 4 Mt CONTINUOUS NOT TO VrAighlii.62111 WALE r a 1 12 VeLo< T0 ' dTw 1/20? 6 1 (611 hp 4 iii m . LU 44: DESIGNIM 3‘*- E.. cf, g 8 § 8 Cie L C) j Z cc 110 100150. U- U- 11444 C CA 2 1 co sec crvadik atillENt 040620 bb I 0408201 -4 r � i "7/10/ lJV E'!JL JOS work O4-6 1 t 11 4: 131:9GP CZ 3". :a" I S i — -- -- r tl Fx ;`' I i 1 N PAYMENT OF USE FEE IS DUE ARCHITECTS NORTHWEST, INC. PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE PLANS. ACCORDANCE THESE PLANS ARE COPYRIGHTED IN ACCORDANCE MA TH FEDERAL STATUTES. REPRODUCTION BY ANY VAR ° T 1 O THEREOF PORTIONS WITHOUT WRITTEN PER4AISSI: 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. 36' Ott X L2 714 K GONG. FO h6 1 -a4 BARSEJh. POST $ C:OM GTfOK P'13t FLAP, ; GiSTERED 1C I TE T 5046 %ir , Igi •, �' �-`� = '' TON /Oq /O4 its sci ITECTS 4 WNORTHWESt 18915 -142ND AVENUE NE SUITE 100 WOODINVILLE, WA 98072 OFFICE: (425) 485 -4900 FAX: (425) 487 585 TOLL FREE: 1- 888 - 272 -4100 WWW.ARCHITECTSNW.COM •_ __ ..._.. _ .._� FLAN _ ■� a k }. IPIPSa+ sus fie) TarK.. srALL F-+rr 1 caws at way aPeN141114, MO. 5E emu ra 910431 , sEACH. 10' DIAMETER x a' INICK C.O1'IG_ MTN 2 - $4 BARS Ex was:- $ COPINEGT101141 PER RAM r tl Fx ;`' I i 1 N P.c A gr q I i 36' Ott X L2 714 K GONG. FO h6 1 -a4 BARSEJh. 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REPRODUCTION BY ANY METHOD OF ALL OR VARIATIONS THEREOF 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. ; GISTERED R IT T ` E I� ���� I' �� ��� ` "'TON 111 A , ' • • Tp,l /O11/O4 _ ._.._..... �_._ _ N ORT H W E S T 18915 -142ND AVENUE NE SUITE 1 00 WOODINVILLE WA 98072 OFFICE: (425) 485 -4900 FAX: (425) 487 -6585 TOLL FREE: 1- 888 - 272 -4100 WWW.ARCHITECTSNW.COM —, FLAN Im2555A5F....0 RIM Olui i iii p i tilill Vii i l l 0 1 SWUM S7fpMRJ OW TOTAL- IIeTIILL 1-Ir2' !'MK GCJIO'e!S Olt NOIMN OrO01116. WiO. 1� lid 3/M/CEPS d1COL LATERAL REVTRAI i • • p/ 4 U {J d 11 • i ggr p 0 0 . 9 di % d ° 6 11 1 1+0 A i P Pp 10q flOp H 1 a -17 II ti . 4 . ni -- 0 r O O r z z - n r O O A - 0 r z • ■ •.1 2 PIG. 2 PI 4' -0" 4'-O" 5 I/2" ,. - •. • . • D. W. V.T.O. 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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. /1W NOR1 _ X9GP ; 9` -•- _ 'G I' 8 3an.. 7.+7 +i 4 /0 :JS: aw = -• - A•r5 7...2%04 - .Am k 8""- 3+ ME "AO /04 lA1INA. JOB r P i - AS .r.■M 040 • ■ _..Iilrr / 1 II 1 1 11 /1111111 / ; i�._ i „ .. I r1r 11111r1 Irl • 111r11111. .. 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VERIFY 5HEAR WALL NAILING i HOLDOWNS PER PLAN t SCHEDULE PRIOR TO INSTALLING SIDING. 2. MASONRY i WOOD FRAME CHIMNEYS ARE TO SE CONSTRUCTED PER I.R.G. CHAPTER 10 3. CAULK ALL EXTEIOR JOINTS i PENETRATIONS. 4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.R.G. R/05.8 5. PROVIDE FLASF PIN& AT ROOF PENETRATIONS PER I.R.G. R405.2 t R 6. PROVIDE WEAKER STRIPPING AT ALL EXTERIOR s 6ARA6E- INTERIOR DOORS. PROVIDE CONTINUOUS i DOWNSPOUTS 0 ALL EAVES, TYP. SEE SHEET I FOR ADDITIONAL NOTES. 'T. 8. •- r • SCALE V4. it i 4i • r 21ci0 TRIM REAR ELEVATION 4. t • } c - fi 2 SKYLIGHT W/ LAM. •LAS 2°4° SKYLIGHT W/ LAM. &LASS • �- 6x12 BEAM W/ 2x6 BRACKET I 5/4x6 WINDOW TRIM TYP. • FRONT 2x4 FLAT °Vat -J 2x4 r tea • t REAR 244 IFIIND rt -f Bet- 42 . j 4 1- - 4 0 4° SKYLIGHT W/ LAM. GLASS sae' 36" HIGH P.T. RAIL i 4J 4x4 PICKETS • 12" O.G. RE1.' EVv ED FOR CODE COMPLIANCE JAN 2 $ ?005 CITA V T • . i Of «�.�:; a BUILDING ONISION 2x10 ;'R.14 2.1d0 TRIM 3 vet A _l LIGHTWEIGHT STONE VENEER (cOBBLEFIELD) 2x6 TRIM ft • PORCH (2) 8x8 P.T. POSTS ' d3 2x FLAT OVER 2x6 TRIM MAIN FLOOR DE,. 2 74 %4 6 20 cttefr ft • UPPER sueFLooR M. • MAIN - u r F S SHEAR Y4ALL SCHEDULE GISTERED . f ' C I TE T WW1 '4.1%;,....„ , _ A ,'8 W • TON /0c1/04 - 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. NAIL SPACING SHEAR WALL NAIL _ TOP/BOTTOM BLOCKING HEM -FIR *2 DESIGNATION 4 SIZE " ' 6ES • STUDS pi„ATE REQUIRED */FT. 62-4 bd 4" 4" 4" NO 250 PI -6 8d 6" 12" 6" YES 210 P1-4 8d 4" 12" 4" YES 510 PI -3 8d 3" 12" .. 3" YES 400 P2 -3 8d 3" 12" 3" YE5 : 800 _ SHEAR WALL NOTES: I. 62- GYPSUM WALLBOARD TYVNO SIDES. PI- 1/16 A.PA. RATED PLYWOOD OR ORIENTATED STRAND BOARD (0.53) ON ONE SIDE OF WALL. P2- 1/16 A.PA. RATED PLYWOOD OR ORIENTATED STRAND BOARD (0.SB,) ON EACH SIDE OF WALL. 2. FOR PI -3 4 P2 -3 SHEAR WALLS USE 3x STUDS AT ADJOINING PANEL ED6ES. 3. NAILS SHALL BE 8 I COMMON 4. WHERE PLYWOOD 15 2 SIDES OF WALL, JOINTS SHALL FALL ON SEPERATE STUD' EACH SIDE. 5. ALL PANEL ED6E5 BLOCKED WITH 2 -INCH NOMINAL FRAMING FOR PI-6 4 P1-4 SHEAR WALLS, PI -3 AND P2 -3 SHEAR WALLS REQUIRE 3x FRAMING MENBERS AT PANEL ED6E5. INSTALL PANELS EIMER 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 S 1PPORTS. 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 3x3 BY 1/4. ANCHOR BOLTS AND WASHERS TO BE 8ALVANIZED OR STAINLESS STEEL.. ?. REFER TO PLANS AND SECTIONS FOR ANCHOR BOLT SIZES, 5PA61N6, PLATES NAILING ETC. --- f • • • t D. • • • • F r f 1 FE • UPPER 2x6 STUDS 16" 0.C. W/ R -21 INSULATION TYP. U x O. SUEFL00R MA ' c;_ • • COMPOSITION SHINGLES OVER 1/2" GDX OR O .S.B. OVER • 15112 FELT OVER TRUSSES . 1/2" 6 • TYP. • •.• •.• •.• .-• / •t / •.• + 0. • •.• •.• ..• •'•• ATTIC R -38 INSULATION TYP. • GEILIN6 (2) 2x4 WALLS KITCHEN •iiiiii•i• ••••••• .1 ` ••••••••••t.••. •••••••••••• •••••••••••••c• GOV'D PORCH CRAWL SPACE SU£3FLOOR R.• MAIN 7 -' FINISH PER ELEVATION OVER 1/2" GDX OR 0.5.B. .OVER ISIb FELT K tl . • GOV'D PORCH ss MAIN FLOOR • SCALE Valle s -Oa . - r-- MANUFACTURED TRUSSES PER PLAN CONC. 0VE'¢ E `'�._ ;1°..�AGKi V.S. OVER • S 5LOPE 4'TO O DOORS NERVASTROHL OR FLASHI N6 FOR VIATER PROOF I N6 BUILDING SECTION 'A' SCALE: I/4" = I '--0" SUILING SECITIOM 'B' • 1 4 ° 4° SKYLIGHT YV/ LAM. GLASS 4- r 611 1 .. I • ••• •'•'t . ••l td, E El d' • 1.1 •••'1 g, ••••1 :.'.•1; oy : •'.•l - 11111M1 II: If r +8 *++6 r -38 INSULATION TYP. a CEILING I i rtt••• putt OVER 2x10 FLOOR JOISTS MV 4-30 •`N5(JLAT?ON■ • I• 4 0 4 ° SKYLIGHT W/ LAM. GLASS • • - • • r INSULATION BAFFLE VENTED BLOCKING 4 "r •-.• is " R. • UPPER CODE COMPLIANCE JAN 2 8 2005 p Ar. •1 BUDDING DFVTSI0N LNE OF CONTINJOUS FOOTING r 3 r - • . -� • , r. '<V:k■ • GRAM SPACE W 4 No POSTS 4 ok'!S PER PLAN % ii % 1 0044n-- ►a. • S I • E GISTERED . f ' C I TE T WW1 '4.1%;,....„ , _ A ,'8 W • TON /0c1/04 - 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. I R1 I A. I Ki'.I*-1 DIESOAV BY: :4T - rc boo p, paw► 9w :j- vv ' V $15: 3".'- :� s AT I3 "f:2/0 LAMItik. All IILAIIIIIVP / 111111 - JIM .... 0406 f • • • t D. • • • • F r f 1 FE • UPPER 2x6 STUDS 16" 0.C. W/ R -21 INSULATION TYP. U x O. SUEFL00R MA ' c;_ • • COMPOSITION SHINGLES OVER 1/2" GDX OR O .S.B. OVER • 15112 FELT OVER TRUSSES . 1/2" 6 • TYP. • •.• •.• •.• .-• / •t / •.• + 0. • •.• •.• ..• •'•• ATTIC R -38 INSULATION TYP. • GEILIN6 (2) 2x4 WALLS KITCHEN •iiiiii•i• ••••••• .1 ` ••••••••••t.••. •••••••••••• •••••••••••••c• GOV'D PORCH CRAWL SPACE SU£3FLOOR R.• MAIN 7 -' FINISH PER ELEVATION OVER 1/2" GDX OR 0.5.B. .OVER ISIb FELT K tl . • GOV'D PORCH ss MAIN FLOOR • SCALE Valle s -Oa . - r-- MANUFACTURED TRUSSES PER PLAN CONC. 0VE'¢ E `'�._ ;1°..�AGKi V.S. OVER • S 5LOPE 4'TO O DOORS NERVASTROHL OR FLASHI N6 FOR VIATER PROOF I N6 BUILDING SECTION 'A' SCALE: I/4" = I '--0" SUILING SECITIOM 'B' • 1 4 ° 4° SKYLIGHT YV/ LAM. GLASS 4- r 611 1 .. I • ••• •'•'t . ••l td, E El d' • 1.1 •••'1 g, ••••1 :.'.•1; oy : •'.•l - 11111M1 II: If r +8 *++6 r -38 INSULATION TYP. a CEILING I i rtt••• putt OVER 2x10 FLOOR JOISTS MV 4-30 •`N5(JLAT?ON■ • I• 4 0 4 ° SKYLIGHT W/ LAM. GLASS • • - • • r INSULATION BAFFLE VENTED BLOCKING 4 "r •-.• is " R. • UPPER CODE COMPLIANCE JAN 2 8 2005 p Ar. •1 BUDDING DFVTSI0N LNE OF CONTINJOUS FOOTING r 3 r - • . -� • , r. '<V:k■ • GRAM SPACE W 4 No POSTS 4 ok'!S PER PLAN % ii % 1 0044n-- ►a. • S I • E NOTES: 1. Use adjusting blocks as required to bring frame to grade. 2. All materials to be aluminum or galvanized and asphalt coa:cc (1 !ea:r'len; 1 or 3. Must be located for access by maintenance vehicles. (RCP only }• 4. May substitute WSDOT special Type IV manhole ( standard type 2 -60" diam. CB concrete top slab standard locking M.H. frame & cover see K.C.R.S. dwg. no. 2 -022 compacted pipe bedding PLAN NTS M.H. steps 12" O.C. ' / 1= frame locking lid (marked `DRAIN ") mounted over 24" diam. eccentric cpening maintain 1" gap between bottom of slab & top of riser --- provide pliable gasket to exclude dirt �`-------- riser, 36" diam. min., same material & gace as tank welded or fused :o ;ark max weld or bolt r. detention tank ax standard M.H. steps DETENTION TANK ACCESS DETAIL NOT TO SCALE ? AS.PMAL T CONC. PA I fA/£N T = / SEE ROAD SEC noN FAR J SuB -BASE REOLPREM.ENTS THICKENED EDGE ASPHALT DETAIL NOT TO SCALE LEGAL DESCRIPTION LOT 16. BLOCK 1, SECOND ADDITION TO ADAM'S HOME 'TRACTS. ACCORDING TO ':*-+E PLAT THEREOF RECORDED ON VOLUME 12 OF PLATS. PGAE 90. RECORDS OF KING COUNTY, WASHINGTON. THE EAST HALF OF LOT 17. BLOCK 1, SECOND ADDITION TO ADAMS' HIE TRACTS. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLAIS. PAGE 90. IN KING COUNTY. WASHINGTON. • SECTION NTS (Di FEET ) t ircti = 20 ft_ GRAPHIC SCALE a ?c 20 •o BENCHMARK Eievctjon Dct:em per Sevier Lfh /20- -9 on So 1 to 148th St_ rim elevation = 277_7 t. C ►` A Poilion of the Northeast a C: r . er c; ;;;;.::e r = _ CVER 4 ' Gr T r- A T AIR E GREATER THAN 23% - . v A C. PAVEMENT FLOW LINE TO BE - DIRECTED IC CA +Ch FA `ztN r ON PLAN C ASP � A 4 N 2% 2 1/2" MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. PRIVATE ACCESS ROAD c: rC : r �. = 2CC. \ 2" COMPACTED DEPTH CLASS »B" ASPI T 1 1/2" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE ii - ARE NO SLCPE L • C3 #6 (TYP 1) 3' BEHIND NEW ROW LINE F :u: 223.5+ /- (MATCH GRADE) \ 1E: 219.4 ( 12 ",E) NEW IE: 219.4 (1 2',S) EX:ST '. >/ SCL:D. LOCKING LID 7 /- IC. ... c ► X � w . PC ' - �+ V.�✓ ' %.• '.3" - r :LLB J j CN. F, C.: c ' South w • • caarCer, Section 22, Township 23 North, Range 4 East :ce o' ycrC 7 r ' ['Cs; M _� r.'*'.= 223.E Irv'S ' (KC!: Cyr \ C 249 ' EXIST ; 2 b Ex. 2 S ORm S 234 N • 8 ' = 6" SIDE SEWER --- 8' SIDE SEWER EASEMENT t, END ACCESS! ASPH.' PVMT/ 0 PROP. LINE - V EX_ CB • IRIM [2u_ 1E: 216.5 (12".14) EX !E- 211.2 (12',*) EX 1 1 i 150th Street 0 \ ASPHALT ' 65.18 A 1 CESS f & UTILITY - E4SElaENT DETENTION PIPE AND WETVAULT 186 LF OF 72" DiA. CMP DET. VOLUME: 2217 CF WETVAULT VOL: 3047 CF \‘',_ ____ .. j - i 1135. 12` CPEP 0 0.50% --- 1 : r 6" PVC 0 GUTTER DR PROPOSED CONTOUR - (TYP) Exist. house #4310 FoA /WoRikurt ootoy bo446i � J:iO$4'L 85.18 L_ IN 1% 1 IN CONNECTION ~' 65. 8 7 8234 SF FFE: 232.0 2 DRIVEWAY 65' 1 6518 SF • 3 7380 SF FFE: 234.0 S( sT. TRAC'OR 'G C0rtr'g+ s,3CA • ! IE: 222:1 (12 ",S & E) END ACCESS--- - ASPH. PVMT. N STA 2 +25 6" PVC 0 MIN 1% GUTTER DRAIN --- CONNECTION NI C8 #4 -TYPE 2 -48 ") 1 I STA 1 +71, 9.0' LT I 1 RIM: 231:9 (SOLID. LOCI' LID) CB #3 (TYPE 1) - STA 0 +33.: 8.0' LT - 225.3 8 (12".N & 6� ) 2 •• -sly: ) 236 ---- 234- 14 I t L, . 25'R I _ 2.OZ 27% r- / o c : 5 h' DRIVEWAY J - ix II: 45 ' Z. - 74 - . 1E41� N i ,,,. .r. ... . 2 • .- C8 #5 (TYPE 1) 1 STA 0 +26.5. 5.C' LT (PV- RO) f STA 0*70.0. 26.5' LT (S t50 ST) Rea: 225.2 1E: 22C.67 (12`.1% &0) la/ SOLO. LOCKING LC _ EXISTING CONTOUR (TYP.) MEMO DRIVE wAY E : a S88'05'43 "E 192.85' _ /POTENTIAL HOUSE "" FOOTPRINT (TYP) \ _. • r. r CB #2jTYPE 2-48") STA 2 +32.5, 2.0' LT w/ LOCK, SOLID LID RIM: 233.0' 1E: 22G.E7' (30 ",S) Ir. .. _yr..1_� -;•fit• ._ 2'-- 30" CMP.. ) ASPHALT- - ` - - 1 'ACCESS . I & UTILITY EASEMENT r EXISTING A GARAGE TQ BE REMOVVD) L _ J ' INLET 0 STA 1+71 :: j221.8 • 23 107.67' SIDE SEWER 97. 75.00 DETENTION PIPE ACCESS RISER STA. 1 +30 (SEE DET. THIS SHT. 33 .=1 THICKENED EDGE GUTTER FLOW LINE - _r 1 . : , _ _ J ASPHALT - .1 ACCESS & UTILITY EASEMENT _ 6 11552 SF FFE: 234.0 NEW 20' I x 20 I GARAGE I L 8932.5 SF - FFE: - .: 229.0 - - - I I \-3> I C8i1 (TYPE , 2 -54") I - I STA 0 +38, 2.0' LT I , Ir/ FLOW RESTOICTOR 1 I RIM: 225.5 - - -. - \ L II 220.87 (12 ",S&30 "ti) a L L °' I E& D Y • !TO ED E DEDICATED Z 8 err.- • tf E�' 3C' VACL Cutze _ I t. 1-72% � ' ; ! \`__ (- :ST. 6' _ 9O SEWER I • \ ; / c_,: 0+75.18 (S. 150 ST) tL= 0+00 (PRYAIE RO) S 6" PVC '-- GUTTER -r - - " PVC0 ': M FOR ion 2.3 1k 4 am_ SEE DETAIL SIT. 2 M.1.11.0.MIMMIMMommm. MM. 001.0 • 9554 SF Existing House #4320 CONFIRM LOCAIX11%) REmOVE CURB DROP GUTTER MO SIDEWALK_ DRAIN CONNECTION 62.49 DRivEwAv !i 9.80' :SHED TO BE REMOVED I FFE: 230.0 6505 SF -.3or crawl ABANDON EXIST. HOUSE SIDE SEWER I I Schroeter GUTTER DRAIN CONNECTION - 0. . r) cn NEW WATER METERS 1 • t I E " • . I Scv PP oto wiCE DRIVEWAY YARD DRAIN RIM: 229.0+/-(MATCH BACK (SEE DET. SHT. 2) LOT IMPERVIOUS AREA: LOT 1: EXISTING HOUSE AND DRIVEWAY - NO CHANGE LOT 2: LOT 3: LOT 4: LOT 5: NOTES: LOT 6: NEW HOUSE LOT 7: NEW HOUSE PRIVATE ROAD EASEMENT: 4468 SF • TOTAL .1MPERVIOUS: 19,378 SF s. 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 PATH A F1R SUPPRESSION SPRINKLER SYSTEM. 5. ALL NEW HOUSES SHALL HAVE ROOF/GUTTER 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. • CC• 9 fic 4. S. 148th ST. S. 150th ST. VICINITY MAP NTS NEW HOUSE FOOTPRINT: DRIVEWAY: NEW HOUSE FOOTPRINT: NEW HOUSE FOOTPRINT: DRIVEWAY: EXISTING HOUSE: NEW GARAGE: DRIVEWAY: FOOTPRINT: DRIVEWAY: FOOTPRINT: 2000 SF - DRIVEWAY: 400 SF OF WALK) These plans have been reviewed by the Works Department for conformance with City standards. Acceptance is subject to omissions which do not authotize violations adopted standar& or orcrmatoces. The for the adequacy of the desigo tests designer. Adchtions, tided= or twigs= 'drawings after this date will aid this and will require a resubuittal of mimed for subsequent approral. REVISION Ha I Surveying 2100 SF 400 SF 2000 SF 660 SF 2100 SF 800 SF 1150 SF 400 SF 400 SF 2100 SF 400 SF PROFESSIONAL LAND SURVEYORS Pa Box 813, Seshr.airst, 'vashington 913062 C206) 242-662'1 FAX (206)243-9679 • 1. PER CITY 2. MOVED STORM 3. MOVED STORM 2/15/03 3. MOVED CB#6 3/4/03 • - - Final acceptance is subject to Seld *pewee 0 Of-HU. REVIEW 12/18/02 W 01 0 cy) W r't; - ) Z 12 .ze 4t) W 6 - 0 W Q.- Izt Vi L DAIL • gr el L im c•4 cr) co • r cz SIPP. 111r: JOB • • tn e a 11/16/02 • • • • • • fix. 0 6 2E3 PUBLIC WORKS - • • File: D04 -0462 35mm Drawing #1 238- I • 0 0 236 - -6- - � r- 0 ° O 232- Z- -F -,- I--I fQ V I L L 230_ _ N 88 ° 05'43" W 85.18 1 GOV'D ENTRY ` 4' \CONC WAL K 4NI TARY STORM STUB .SWER STUB\ N \S8 °05143" 65.18' NOTE: CONNECT FTG ROOF DRAINS TO EXIST'G DETENTION SYSTEM These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the 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. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: 2-6" 2' -6" 5 88 ° 01 '02 " E 20.00' Inch 1/16 I 111.,;;: , t ._- 96 VII c IIIIIIIIIIIIIII111 1.111111111111111111 11111 II 1 . I I1 Lilal LL1 L1[L:LII 1 1111 I I I 1. I 1 ! -I L11111IIJ Li till - I111 1 i 1 1 1 IIF l lll ljlill1 )f1l 6 LOT COVERAGE LOT AREA: HOUSE /GARAGE AREA: COVE) PORCH AREA: TOTAL AREA: HEIGHT AL A: B: G: D: AVG EXIST 'G GRADE: HEIGHT ALLOWANCE: MAX HEIGHT ALLOWED: HEIGHT OF BLDG RIDGE: UNDER BY: 232.50 233.20 234.80 +233.40 133.10 / 4 L COAL ESGRI FTI ON LOT 3 OF ADAM'S HOME TRACTS VOL. 12 OF PLATS, PAGE 10 RECORDS OF KING COUNTY O A �R SCOTT McLEAN 37123 17TH AVE S. FEDERAL WAY WA 1 8003 PH: 253 188 0162 SITE FLAN q it SCALE : 1" = 20' -0" 0 I. w9 �I II11'j. III I 3 :II1 I ll 7,338 S.F. 1,163 S.F. 136 S.F. 2,0f S.F. = 28.60% 20 = 233.47 +30.00 263.47 - 260.41 2.18 O . ©. CO W ILI ILI ce: C.) ILI 40 U III z O z ANW JOB NUMBER: 040820