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HomeMy WebLinkAboutPermit D03-148 - SILVERVIEW HEIGHTS - LOT 2SILVERVIEW HEIGHTS -LOT #2 5305 SLADE WAY D03 -148 Parcel No.: 5379200204 Address: 5305 SLADE WY TUKW Suite No: Tenant: Name: SILVERVIEW HEIGHTS - LOT 2 Address: 5305 SLADE WY, TUKWILA, WA Owner: Name: JORDONS WESTERN WOODCRAFT Address: 18836 102 AV SE, RENTON WA Contact Person: Name: DARYL JORDAN Address: 4442 S 170, SEATAC, WA Contractor: Name: JORDAN'S WESTERN WOODCRAFT INC Address: 18836 102 AV SE, RENTON WA Contractor License No: ,JORDAWW101QB DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 3,374 SQ FT SINGLE FAMILY RESIDENCE, 665 SQ FT ATTACHED GARAGE AND 80 SQ FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: DRIVEWAY ACCESS, STORM DRAINAGE, DRAINAGE FOR ROCKERIES, TESC, LAND ALTERING. HIGHLINE WATER DISTRICT & VAL -VUE SEWER DISTRICT. Value of Construction: $ $258,458.50 Fees Collected: $3,956.85 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 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 225 c.y. Fill 140 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Private: Public: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Public Works Activities: N N Y N DEVELOPMENT PERMIT D03 -148 Permit Number: D03-148 Issue Date: 07/17/2003 Permit Expires On: 12/24/2003 Phone: Phone: 425 221 -3275 Phone: 206 243 -7612 Expiration Date:10 /30/2003 Profit: N Non - Profit: N Printed: 07 -17 -2003 Water Main Extension: Water Meter: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 N Private: Public: N ** Continued Next Page ** D03 -148 Printed: 07 -17 -2003 doc: Oevperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: 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 cons action or the performance of work. I am authorized to sign and obtain this development permit. Signature: / Print Name: D4l) / (.7 Date: 7-/7--r 3 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. 003 -148 Date: 7// ? /03 Printed: 07 -17 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 5379200204 Address: 5305 SLADE WY TUKW Suite No: Tenant: SILVERVIEW HEIGHTS - LOT 2 PERMIT CONDITIONS Permit Number: D03 -148 Status: ISSUED Applied Date: 05/16/2003 Issue Date: 07/17/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206 -835- 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: All wood to remain in placed concrete shall be treated wood. 11: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 12: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 13: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 14: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 15: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U,M.C. 303.1.3.). 16: Water heater shall be anchored to resist earthquake (U.P.C. 510.5), doc: Conditions D03 -148 Printed: 07 -17 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 17: ** *FIRE DEPARTMENT CONDITIONS * ** 18: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 19: The minimum fire flow and flow duration requirements for one- and two- family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) 20: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 21: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 22: Maximum building height is 30 feet to mid -point of roof. Definition of determining height is that used by the Uniform Building Code. 23: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 24: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 25: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 26: Any material spilled onto any street shall be cleaned up immediately. 27: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 28: 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. 29: The Land Altering Permit Fee is based upon an estimated 225 cubic yards of cut and 140 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 30: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 31: 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. 32: All conditions of the Silver View Heights short plat approval shall be met. Refer to pemit nos. MI01 -161 and L2000 -078. The Geotechnical Engineer shall provide certification on a lot by lot basis, including excavations for rockeries, that doc: Conditions D03 -148 Printed: 07 -17 -2003 doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 the work has been completed in accordance with all geotechnical recommendations. z • • DC 2 15 1 0 co o co tu J H w0 Q d The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws z regulating construction or the performance of work. F- 0 w H 7�/ 2 / 8 3 D Signature: r� � Date: O - / �'' UH Print Name: 1 / 7On a�, ✓ 4/11494, 4 os /emv J0o c f�t4'70� G • = 0 H- H -O ..z O~ z 33: Rockeries shall be constructed per City of Tukwila standard detail RS -5. In the event that a rockery can not be installed per standard detail, the applicant is required to notify the Building Department immediately and submit alternative engineered plans for a retaining wall, including structural calculations. 34: Owner shall enter into and record at King County, a Sensitive Area Covenant and Hold Harmless Agreement(s) with the City of Tukwila, prior to final inspection of this Building permit by Public Works. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. D03 -148 Printed: 07 -17 -2003 Mailing Address: / 3 6 CONTACT-PERSON Name: 3 47/44/2, cJ a`'C Ce0 Mailing Address: -5 ' / 70 4 E -Mail Address: GENERAL CONTRACTOR INFORMATION ARCHITECT.OF`RECORD All plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: \applications \permit application (3.2003) 3/7003 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 4PC h f"eGtj fl/',h7c4 I T g( e r, ie. t e /e,7 'ENGINEER OF RECORD All plans must be wet stamped by Engineer of Record l'age 1 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 ** Building, P.ein tNo.: : d:✓ CJ. >,. !' .7 °'`" ' Mechanical Permit Public W sP .. �' Works- ermit No. Project No. King Co Assessor's Tax No.: ' 3 7/ ZO - O2OV i'2 Site Address: 5 0 , . riG� 4 9 Suite Number: — 69" Tenant Name: •tz5 / ae( �7 ` 2 Floor: - t -- f New Tenant: ❑ .... Yes ❑ ..No Property Owners Name: To r∎d ers 41J vsl e r I c i4 h C /c 2 /vq v e 5 City State qga f Zip .,y Day Telephone: 4' ?5~ 2_2_/. 2 7$ S act '% ct C_ City Fax Number: Company Name: c/ D # /4t/ 1.4./.e5T '9#''fr? tut ea d C < < -71 Mailing Address: / 3 G / O 2 V E g v e 5 X ex" . e; _ / City / State Zip Contact Person: � e 45 h u a er Day Telephone: `Y 2 3= Z.2/-2. 4 1 ? E -Mail Address: Fax Number: 442 5 Z .5'.3 e' 3 Contractor Registration Number: CG O / J b Pa. GJ4J /r� /'/ 6C ,6 Expiration Date: /0 /3 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** / 3e/ / 2 / 'e/ / iv 42 $ r'i' /OV eveleolk vi //e 41 e � f 72 City State ^ Zip Day Telephone: 25 5 - 'cVPO Fax Number.: - 7 zS ` 4(87 State Zip yes` Company Name: » I cL 4 , f '2 L. /- 5 4//cait'7L4 Gv P Mailing Address: `ee 1S -/y2 kid 'five /i /& 54 f V ' /, po,'/(e G✓ t- t75 72 / City / State Zip Contact Person: �r�t / � �- evtj d ,qac( /e f Day Telephone: ` , 7 2-5" 1 1E - - 990 E -Mail Address: Fax Number: -I 2 -""'- S . BUILDING PERMIT INFORMATION -� 206- 431 -3670 Valuation of Project (contractor's bid price): $ 3 5 L d 00..O 2 Existing Building Valuation: $ Scope of Work (please provide detailed information): ( Ls 4 � � " Gf /Pew ! 145 /. - 7 7 /1/1(, tmm e . Will there be new rack storage? 0 ..Yes [] .. No If "yes ", see Handout No. for requirements. PLANNING DIVISION: I Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) / "1 `T *For an Accessory dwelling, provide the following: 2 Lot Area (sq ft): 7.5 Oar Floor area of principal dwelling :�"/ / 7 3 2 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: Provide All Building Areas in Square Footage Below Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 0.. Sprinklers ❑ ..Automatic Fire Alarm ❑ ..None p . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ ..No If "yes ", attach list of materials and storage locations on a separate 8-1/2 x 11 paper indicating quantities and Material Safety Data Sheets. %applications \permit application (3.2003) 3/2003 Page 2 Existing . Interior . Remodel Addition to Existing Structure New Type of Construction per UBC Type of Occupancy per UBC I' Floor... l 3, 6 2O Floor . / U .9 ? 6 — 3' Floor Floors thru Basement : 3 i1 z r � ? "tt �f i". Accessory. Structure* Attached Gara : 46 Detached Garage Attached Carport .: Detached Carport .. Covered Deck • Uncovered Deck . BUILDING PERMIT INFORMATION -� 206- 431 -3670 Valuation of Project (contractor's bid price): $ 3 5 L d 00..O 2 Existing Building Valuation: $ Scope of Work (please provide detailed information): ( Ls 4 � � " Gf /Pew ! 145 /. - 7 7 /1/1(, tmm e . Will there be new rack storage? 0 ..Yes [] .. No If "yes ", see Handout No. for requirements. PLANNING DIVISION: I Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) / "1 `T *For an Accessory dwelling, provide the following: 2 Lot Area (sq ft): 7.5 Oar Floor area of principal dwelling :�"/ / 7 3 2 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: Provide All Building Areas in Square Footage Below Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 0.. Sprinklers ❑ ..Automatic Fire Alarm ❑ ..None p . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ ..No If "yes ", attach list of materials and storage locations on a separate 8-1/2 x 11 paper indicating quantities and Material Safety Data Sheets. %applications \permit application (3.2003) 3/2003 Page 2 PUBLIC WORKS PERMIT:INJ .NATION — ;06-433-0179 Scope of Work (please provide detailed information): 8 � / `Ve .S(4/ � C at->> i /10 L / � _ � 1 s. Call before you Dig: 1 -800- 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑...Water District #125 .. Highlinc ❑ ...Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila FiKalVue ❑ .. 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. Sub fitted with Application (mark boxes which apply): Civil Plans (Maximum Paper Size -22" x 34 ") Technical Information Report (Storm Draina e) ❑ ...Bond ❑ .. Insurance Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ...Construction/Excavation/Fill - Right -of -way Non Right -of -way Ri /Total Cut .Total Fill FINANCE INFORMATION \applications\permit application (3.2003) 3/2003 cubic yards cubic yards .Sanitary Side Sewer(VIAL. -VtJ .) ❑ . ❑ ...Cap or Remove Utilities ❑ ❑ ...Frontage Improvements ❑ . ❑ ...Traffic Control ❑ . ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water (Permanent Water Me Meter „ ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line „ WO# _ WO# WO# Private Private (,(Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreements) 0... Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑� Work in Flood Zone 'l�J •. Storm Drainage Number of Public Fire Hydrant(s) ❑...Sewage Treatment Page 3 City City ❑ .. Grease Interceptor ❑ .,,Channelization Trench Excavation •• Utility Undergrounding ❑ ...Deduct Water Meter Size Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Day Telephone: State State Zip Water Meter Refund /Billing: Name: Mailing Address: Day Telephone: Zip Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU / t Air Handling Unit > =10,000 CFM Other Mechanical Equipment 0 -3 HP /100,00(} U Furnace>100K BTU Evaporator Cooler 3 -15 HP /500,000, BTU Floor Furnace Ventilation Fan .- 15 -30 HP /1,000,0l30'BTU Suspended /Wall /Floor Mounted Heater Ventilation System 3Q-50 HP/1,750000 BTU �`1 '` ..),;.'1' ' Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind MECHANICAL PERMIT INFORMATION = 206 - 431.3670 MECHANICAL CONTRACTOR INFORMATION : , . 3 'j.1` '•,'a, .1 •, ; •, Company Name: t ne/ci�7S GCA/ ee 7 e z"M ti 4/ odC "7 2 4 °c 1 S r, e Piia/ / Mailing Address: J' 3 S•' 6 / °x ls' z. SE .'d c " iii c q (Te,.5- j-- city state Zip Contact Person: 2,:i / h �l G �� Day Telephone: — Z Z I 3 7f E -Mail Address: I Fax Number: 4 l_ 5" z 55 — 3 8 65'3 Contractor Registration Number:CC 0 l u,' /'' �« W Q/l c' /O R Expiration Date: / e f „ G/e3 * *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): $ Ciele. 0 Sco a of Work (please provide detailed information): :I- 'i 51 er 11 11/ , 7w' rer r/1 ace— 4 46( li i4z7 L t�0hf( - f'o /1/ �'"v/ idetccscz_ Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas ....re Other: Indicate type of mechanical work being installed and the quantity below: PERMIT: APPLICATION NOTES ' — Applicable to all.permits in this applicatiot;i h Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O ��plLit OR AU HO _ED ENT: Print Name: 4 r. ✓ d n is h Mailing Address: t: /W J z 5 c /)O tapplicationstpcnnit application (3-2003) 312003 Signature: • Page 4 Day Telephone: S" C 72( City Date: 31/‘ /0? 4/2s- 2. 2 / -,'2 7S State 927/ 5'25 Zip Date Application Accepted: I Date Application Expires: Staff Initials: Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z ce w Parcel No.: 5379200204 Permit Number: D03-148 6 v Address: 5305 SLADE WY TUKW Status: ISSUED 0 co 0 0 Suite No: Applied Date: 05/16/2003 co w Applicant: SILVERVIEW HEIGHTS - LOT 2 Issue Date: 07/17/2003 a H CO W w 0 2 Receipt No.: R03 -01038 Payment Amount: 47.00 u_ Q ND Initials: SKS Payment Date: 08/26/2003 09:46 AM -a 1 , - „ w User ID: 1165 Balance: $0.00 z = F- 1— O zi D CI O • - o ff w w Type Method Description Amount H H L I 0 Payment Check 3218 47.00 ujz U = 0 0 M BASELINE CONCRETE CORP BUILDING INVESTIGATION RECEIPT Account Code Current Pmts 000/322.800 47.00 Total: 47.00 7 Og/ 27 ' TOTAL 47.. ()0 Printed: 08 -26 -2003 z Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description doe: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 5379200204 5305 SLADE WY TUKW SILVERVIEW HEIGHTS - LOT 2 R03 -00851 SKS 1165 JORDAN'S WESTERN WOODCRAFT INC Payment Check 9198 BUILDING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE Description RECEIPT 000/322.100 000/342.400 000/342.400 000/345.830 000/386.904 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 2,386.65 Payment Date: 07/17/2003 01:29 PM Balance: $0.00 Amount 2,386.65 Account Code Current Pmts 1,884.15 72.00 242.00 184.00 4.50 Total: 2,386.65 D03 -148 APPROVED 05/16/2003 . c8 07/17 1717 TOTAL 2470.7 Printed: 07 -17 -2003 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 5379200204 Permit Number: D03 -148 Address: 5305 SLADE WY TUKW Status: PENDING Suite No: Applied Date: 05/16/2003 Applicant: SILVERVIEW HEIGHTS - LOT 2 Issue Date: Receipt No.: R03 -00607 Payment Amount: 1,570.20 Initials: SKS Payment Date: 05/16/2003 03:48 PM User ID: 1165 Balance: $2,018.65 Payee: JORDAN'S WESTERN WOODCRAFT TRANSACTION LIST: Type Method Description Amount Payment Check 9117 1,570.20 ACCOUNT ITEM LIST: Description doc: Receipt PLAN CHECK - RES PW BASE APPLICATION FEE PW LAND ALT PLAN REVIEW PW PLAN REVIEW Account Code Current Pmts 000/345.830 000/322.100 000/345.830 000/345.830 1,224.70 250.00 37.50 58.00 Total: 1,570.20 WOO 05/20 9716 TOTAL 1570.20 Printed: 05 -16 -2003 Pr Ji i �� '1V / , i 01--?" Type of Inspec ion: A 0 A Date Called. x. ,- ) Address. (c)5 q‘ide 6o7 Sp6ciaf nstructions: pi iiii3R.. 1 a � y�,�� two. Date Wanted: c . a.m. Requester: � J ...1 A. �. Ph• - N : - 1 --,. 4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ■ (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: C C -"C .-Ir)A5 C,-? vii � 424-C Co ,o l -Q4-e f 4-0 I riy, I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: COMMENTS: illt.FERIM. i ,IIMINNIMPRII. / 1_, Type of Insp ot Aid ess: Date Called. JQ ✓ it Da 1 anted: 1. . •;. 4tELitB !✓ .. r Requester:0 f J P i t& Ph•.n• No: r [1 t 0 1 • cn v 0 . 4 , i C0' C -PG y Avvc SOi 40 lc + ," c, oll V J . 4C 4 A Pr ct: i )M Type of Insp ot Aid ess: Date Called. JQ S. Da Instructions: Da 1 anted: f' : : Requester:0 J P i t& Ph•.n• No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 LI Approved per applicable codes. Inspect tsj, orrections required prior to approval. Date: Date: 24-0 Zo El $47.00 REINSPE r ON FEE REQUIRED. Prior to inspection, fee must be 2 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Project: 1 St Ili! V �■ tlur 2 2 Typ ( D Q Insp ction: ` . i k l r. � te•S 0 \ m:4 1 vt r Address: 53UC S1c�e �y Date Called: Special Instructions: Date Wanted: a.m. P.m.. Requester: Phone No: 19 INSPECTION NO. COMMENTS: Inspector` INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM (206)431 -3670 p proved per applicable codes. Corrections required prior to approval. Dater Li - 'd j E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Type of Ins ectio /,, $ - L. !..4 AL f -a A� sr,, ,. Address c �,���� Ca.( 1 Date Called: O8b3 /o L( Special Instructions: Date Wanted: i J / / 2y/) / 0 , ` a.m. p.m. Requester: 1 y ( e( /� 47-.}"' 7'"4 / M 14•\' 1 Phone No Y ?5- ; 25 (0vJ ght��r y 4 NO fZ ( 4x (tl>-vtr -t4n S -1- vi-.,..i C J -t. I off S- y L / we - (6 C. ()GI ft-4 Project; Type of Ins ectio /,, A� sr,, ,. Address c �,���� Ca.( 1 Date Called: O8b3 /o L( Special Instructions: Date Wanted: i J / / 2y/) / 0 , ` a.m. p.m. Requester: 1 y ( e( /� 47-.}"' 7'"4 / M 14•\' 1 Phone No Y ?5- ; 25 L A DOS 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. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: l/ (� • Y1� Type of Inspection: / /��7 l / Address •. ' - / L Jr I`.: _ ' L f7 ( .IL.'/ O' /NP 1- 4,01Y1 s4 /tv S (_rl lAbi ��'l Date Wante'. 40 / eV a.m. p.m. Requester: � rh.� id M (h4 r/ x-.1I.s / / im , 4 ,v./ . Go. ApillifAc.7i4 Projec rl N l/ (� • Y1� Type of Inspection: / /��7 l / Address •. ' � , � 4A - Date Called: zE3 G Special Instructions: Date Wante'. 40 / eV a.m. p.m. Requester: � 66N._ Phone No: (J: f1 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 a Approved per applicable codes. ❑ Corrections required prior to approval. Inspector: Date: Date: 6 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: COMMENTS: Type of Inspection: ('c4 .s /4s p )c< I-f- Address: Address: ..... Ske W I / 3 up QA-A-1•1 ' ' • i t / +- Date Called: ago -;; - 1 AAA,/ iti - ;';‘,--- . )...1 6 c ‘,.....-./ ok.t._ o JJJ (,icL 6 N om' G u.24 /i i.tZ1 i -.4 • Special Instructions: Date Wanted: / / a.m. Requester t (/-f / N o Cse-C-eA . r - ; _cl . . A . N e . A. • -‘24;.t ; /,' ' ek. 4� !I 7 3I (A -4-1 J 5.)2_,_hU71 Project: _ chleYVi» F/i �> - /cif a Type of Inspection: ('c4 .s /4s p )c< I-f- Address: Address: ..... Ske e cu-eU Date Called: ago o Special Instructions: Date Wanted: a.m. Requester t (/-f / N r 1(. /' P7 Phone No: 12o ,5- /` /8 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: Date: y Pr jgct: �` 1 ( V ` v e,14.) - L o t Type of Inspection: - -144 N i ( A des '3o5 .5'(,-/..A.42 (� , Date Called: 1...,/ I 1© Ii Special Instructions: Kiv-Lokk in,oviAk Datd Wanted: t �� ; m uester: h Requester: 1-�/�.�1_d Phone No: r ( 18 COMMENTS: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Q $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project Type ot Inspection: • Address: 5.30 S -' SzA Date C lied: Special Instructions: Date Wanted: (�a,, 44' "- d� 0Y p.m. Requester: t)/ ' f ' L— Phon N _ Wo: ,,? _5 )Op77- 3077 1 INSPECTION NO. COMMENTS: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: PER O. .„„, 'I f 20. 431 -3670 Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Pro ec • / {/ 04, f A < C,e-4.9k Type of Ins ection: 1 Date Called: Address: S eciai'lnstructions: p Date Wanted: .. L 05' Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspecto El $4 .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: INSPECTION RECORD Retain a copy with permit Date: Date: -3670 COMMENTS: - 1 - ; -- Milk - rir!'. t , Ts L.( 1 Add ss• j� J W. a-inSuCO G ./ /✓ e Reque Phone P eN o: r ,e1 \ AC .a f -3.z • • r P r I. ^ 4 I r • -c vo v+n •E\. -{- • o w/ C.._ Ca •isv-e o Prp jscr _ - 1 - Type of In pection: r Milk - rir!'. t , Ts L.( 1 Add ss• j� J 1 0 Ol\ Date s .Iled• S Ig3 O Daty Wante • asl. Li (/)/ Special Instructions: Reque Phone P eN o: r ,e1 \ AC .a f -3.z INSPECTION RECORD Retain a copy with permit � 0 '5 k PERMIT" CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. tal pproved per applicable codes. Corrections required prior to approval. LJ S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: s COMMENTS: I .) Trgw„ yr C (1 tr rrC A k o 4 c n w) •P `j-e. pi I 2T 1 1-Pc, v\1rA VO\)( I►\ C net() c-, rc ci u I Y Special Instructions: \' / ` 3 - Date Wanted:, a.m. Requester: -- ') Si.oC. Co 4) g Pro'ect: Type of I §pection: Addr•ss: 3r3� . 1 ( /%.: . . Date Called: 3 Special Instructions: \' / ` 3 - Date Wanted:, a.m. Requester: ( - ti-D, , , 1 7f ly INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2( Approved per applicable codes. Receipt No.: Corrections required prior to approval. Date: 3_ 2_L' v y ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: COMMENTS: • _ _ r u 2. .r) r --o s I L k k--1- - u cp •. v' ✓'v C , PC 3) Artr 10`2_ C, \ pp S . 4-0 q( ( . .9 r' � UVS • l ) 1 . -r 1 . . �•I J Y> 1 - ) S L. por l ` ` , I U-eS. i i t ..* P A -D,f' - 0 m -e v11` rOO VV1 C tii) r o v n. ei" 64 Q' i11 Y i . r rv + , \ \ . t. h •. .. . . - • j ect: / 0F Typo Ins . • ction: rat P. it Ada dress: j I Q ` j Date Called: / f'0 y Special Instructions: (� / Date Wanted: .m Wanted:5 0 p' Th.. Requester ✓) t Phone No: i ( e-( i `(2,5 -- 1 `3 c75 117 INSPECTION NO. INSPECTION RECORD Retain a copy with permit l ' "1)0 3- 1 PERMIT CITY OF TUKWILA BUILDING DIVISION F 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 ' 7 Approved per applicable codes. c orrections required prior to approval. ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 117 INSPECTION NO. INSPECTION RECORD Retain a copy with permit l ' "1)0 3- 1 PERMIT CITY OF TUKWILA BUILDING DIVISION F 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 ' 7 Approved per applicable codes. c orrections required prior to approval. ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro Act• ( �1 j ev v I fAA) 2 t Type of In ection: LO ( 6( 3- 10 Address: %A SIGA WG Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. a Corrections required prior to approval. COMMENTS: Inspector: Receipt No.: INSPECTION RECORD R etain a copy with permit Date: Date: PER (20•)43'13670 E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. P •jec • 1L4 I '- (1 A . • ms s• c � S ' to 2 � Ty• _ •if Inspectio , . 1 1,0 • Da e C Cited: � /� / 5 Special Insfructizins. Date Wanton' j1 a.m. p1. Requeste f �--` Phone No:_ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 3 ,-P C /To r kr) ) bP l ark I .) h L,n 0 ‘ c - t — Inspector ' Date: -(cf- $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, PER (206)431 -3670 'Receipt No.: 'Date: 1. P •le t: ,te Type of Insp= ction: : _ � , / A• s 0 5 )a,j L/�.�i1 Da e C:Iled: 2 ;, , l Special Instructions: / Date Wanted: / :■ � ? �,. I R a nr: p:m. Phoxkla;_ , j - > � 5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit k OS3 / (206)431 -3670 A pproved per applicable codes. Corrections required prior to approval. Date: ). C r fi El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: Project: Type of In pection• iir","j r -� Address: Date Cglled: Special Instructions: / is (J � . n J k 4A! „ Date Wanted: /?,— Requester: 4 J L� s Phone No LI 2 S"-- Q2,/ -32-7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Receipt No.: INSPECTION RECORD Retain a copy with permit COMMENTS: ql 4„g,„- Cor jections required prior to approval. Date: e _ � 0 S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 206)431. -367 P : ject: Ty. r. • Inspection: 4 ! L 4 . . 4 Address: P5 5 coy Da e all • : 1 / -; /().�7 Special Instructions: Date Wanted: µ�� )- f I /(.•' �d:y Requester 1 ) ate J Phone No: (.-i,DS-, /- 3 75 El Approved per applicable codes. COMMENTS: Receipt No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: (206)431 -3670 iTi Eorrections required prior to approval. „; err f)/ --- (,e1 $47.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I P ec : . • Ty•: of Inspection• a„. rr.�1 • 1 /�iltL Andress: I Date Called: Special Instructions: Date Wante • Ca, 2 i - 3 p.m. R•quester: . , a A 1.( . AdAt . 1: L.. / Ph .r. No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector INSPECTION RECORD Retain a copy with permit J PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: , 27, y 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: 4 COMMENTS: Type of Inspection: Address: 6 3L)S ..k(. -1 w- Date Called: Special Instructions: (j Date Wanted: 1 ' (% a.m. p.m. Requester: �� Phone No: LI C 'A" L1P ,, ut €► , pan. t (0 if X n 1Q k.i c 4 C: 0 -f 1 N e-1,. '1 - 1 -, --) (-) \L 00•. - Project: `' Type of Inspection: Address: 6 3L)S ..k(. -1 w- Date Called: Special Instructions: (j Date Wanted: 1 ' (% a.m. p.m. Requester: �� Phone No: LI INSPECTION RECORD ,� Retain a copy with permit D v _ y �` INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: 9/ ,)/ ' A El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter S! d,, Suite 100. Call to schedule reinspection. Receipt No.: Date: ii _ Yt6it�'I�WNii. .s y ! N ".:1' ,' . • COMMENTS: Type of Inspection: c., Address: .- ,., D ate Called: Date Wanted: 16 t, a.m. p.m. to/ lit) cl).(e.N c ) L Ir to 6 ai), Phone No: I (Ai (Ilk Sc) Ti.k.t/ ti.,,, <- . s ,f t J\ 1 „f *7 ' Lai * - , k t �` in {{ Project l..k -(A.S Q►.L_� Type of Inspection: c., Address: .- ,., D ate Called: Date Wanted: 16 t, a.m. p.m. Special Instructions: Requester: to 6 ai), Phone No: r".. ".'-."°'•.+r- "C"$1.r'"� „"Y ' +.eSr. .F.; .. .. rt f r • Kir , •..;a^'�T ^7a INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. Approved per applicable codes. Corrections required prior to approval. Date: k6 i k / c) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: Receipt No.: Date: w.1...._a4—a::3_ z. n i:._ L....-. +.-. !u:- rI.J..c_ -. u L . ■4. V Proj Type of IIn pe do , Address: S !! ((''� tGrXP �1U Date Called: p — k ?. -( ) Specs ctions: f Date Wanted: (� I(�` a.m. < :J Requester: Phone No: )"3 - 1 L (� INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1 ,Approved per applicable codes. Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: } ` .5 iv v 1 tA) APt( Type of Inspect n: \ — O NACY L t- 1 Address: s (� ' ' } 6 W'■J Date Called: G� !— P '63 Date Wanted: G , a.m. Special Ins ructions: Requester: Phone No: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION NO. pproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Inspect Receipt No.: - r " T'1l , INSPECTION RECORD Retain a copy with permit h4r r t(J' x.7 , in Date: R)-- ( (206)431 -3670 e - 4 Date: 9 , I S 03 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r 1' e oi ¶ . J'775 Tye,ej )' ,4k , 'ms- 3. dde afyi - Date C3lfed7 / .7 -0_3 Special instructions: L i ✓ 7 2 Date v ntecy .. - 5 - , " [/ �--, c , P.m. Requ'ity the y Pho• = `/- .► INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36/0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: INSPECTION RECORD Retain a copy with permit Date: PERM PEI e t: N..{S –it T of Inspection: Address: s3� S�� Date Called: g Special Instructions: Date Wanted: s a.m. Requeste :, ,-.)( ' ? 'Pele/OA hone No: 1 40 C 1 — ta INSPECTION RECORD Retain a copy with permit DQ3—" INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: Receipt No.: Date: pproved per applicable codes. Corrections required prior to approval. ' RE INS �E C TI � FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Yj • • ►.. ALL ►_+_ • ' Type of Inspection: _ L. / Address: Date Called: S•ecial Instructions: Date Wanted: � /D3 (p-m. Requestp • P one No: L'I'25 ) cf 2�- INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. J Corrections required prior to approval. COMMENTS: Inspector: Receipt No.: t $4 .0 ..._;� ..,. • 7L ,Reeed INSPECTION F fREQUIRED. Prior to inspection, fee must be I'�i�r, �;,.E y.,jG2;�r� r a�:'.1' � '�iS'�}�+,'1�?ej�: �'�:''. Date: Date: ()03 (206)431 -3670 aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: G . W f Ty se of Inspection: . I AANII 0/1 -- &5f - Address: • ( . Lc) D te Called: c7 / ¶ I 54 r,, , Z21")..- I V 11"tee y,,:74.-7/ , c p.m. 0-0-p e--44,-,,,,,-3-7 , Ph Ile N : c r L4., di I _ ,,-, o z-e ,, l e-if .471,, . .., i `)-7 , /7 ey-e, le, A. 5 , i-- _. /10P / I 41 'al -Air . .... JO° LO ..0Y - P 't ' - - ' kV C%/ Si a Z / PlAeklOW >p. (2q1('A -8. oject: 1 .1 Q"‹ . W f Ty se of Inspection: . I AANII 0/1 -- &5f - Address: • ( . Lc) D te Called: g 6 , g fi pedal Instructions: Date Wanted: Z' p.m. Requester& Mr , Ph Ile N : INSPECT RECOR INSPECT ON NO. e te ' Retain a copy with perrhit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 ApprOyed per applicable code Inspector PERMIT (206 43 -3670 Corrections required prior to approval. Date: • 17 $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be " paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Fire Department Project Name <i /C1 --t/ U W Address 304 /0 ,4 td, Needs shift inspection Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: FINALAPP.FRM City of Tukwila TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Rev. 2/19/98 tf . Approved without correction notice Approved with correction notice issued Permit No. Dv 3 - N9 Au horized Signature Date Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Suite # 55 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 Check Seismic: V = 0.1964 x W (all plywood shearwalls) V in full strength values Max V seicmic WOAup =( 1343 sf /rf + 1292 sf/ wI + 0 sf / fir )x 10 psf = 26350 lbs : (for rho calc) W a y -y =( W b y -y =( W c y -y =( W d y -y =( W 1 x -x =( W 3 x -x =( 207 sf /rf + 337 sf /rf + 474 sf /rf + 325 sf /rf + 624 sf /rf + 719 sf /rf + 184 sf/ wl + 296 sf/ wI + 496 sf/ WI + 316 sf/ WI + 600 sf/ wI + 692 sf/ wI + 0 sf I fir )x 0 sf / fir )x 0 sf / fir )x 0 sf / fir )x 0 sf / fir )x 0 sf / fir )x 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 3910 lbs : 6330 lbs : 9700 lbs : 6410 lbs : 12240 lbs : 14110 lbs : V a y -y = V b y -y = V c y -y = V d y -y = V 1 x -x = V 3 x -x = 768 lbs. : 1243 lbs. : 1905 lbs. : 1259 lbs. : 2404 lbs. : 2771 lbs. : 30 plf 104 plf 238 plf 80 plf 84 plf 203 plf WOAmain( 1740 sf /rf + 3712 sf/ wI + 1043 sf / fir )x 10 psf = 64950 lbs : W a y -y =( W b y -y =( W c y -y =( W d y -y =( W 1 x -x =( W 2 x -x =( W 3 x -x =( W 4 x -x =( 232 sf /rf + 399 sf /rf + 586 sf /rf + 523 sf /rf + 624 sf /rf + 0 sf /rf + 907 sf /rf + 209 sf /rf + 552 sf/ wI + 800 sf/ wI + 1368 sf/ wI + 992 sf/ wI + 1000 sf/ wl + 1460 sf/ wI + 1156 sf/ WI + 96 sf/ wI + 168 sf / flr )x 238 sf / fir )x 350 sf / fir )x 287 sf / flr )x 302 sf / flr )x 397 sf / fir )x 248 sf / fir )x 0 sf / flr )x 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 9520 lbs : 14370 lbs : 23040 lbs : 18020 lbs : 19260 lbs : 18570 lbs : 23110 lbs : 3050 lbs : V a y -y = V b y -y = V c y -y = V d y -y = V 1 x -x = V 2 x -x = V 3 x -x = V 4 x -x = 1870 lbs. : 2822 lbs. : 4525 lbs. : 3539 Ibs. : 3783 lbs. : 3647 lbs. : 4539 lbs. : 599 lbs. : 72 plf 273 plf 348 plf 165 plf 313 plf 185 plf 177 plf 46 plf WOAlower 2052 sf /rf 4' 5000 sf/ wI + 2274 sf / flr )x 10 psf = 93260 lbs : W a y -y =( W b y -y =( W c y -y =( W d y -y =( W e y -y =( W 1 x -x =( W 2 x -x =( W 3 x -x =( W 4 x -x =( 232 sf /rf + 399 sf /rf + 586 sf /rf + 679 sf /rf + 156 sf /rf + 624 sf /rf + 157 sf /rf + 1026 st /rf + 245 sf /rf + 736 sf/ wl + 1002 sf/ wI + 1864 sf/ wI + 1308 sf/ wl + 90 sf/ WI + 1622 sf/ wi + 1338 sf/ wl + 1848 sf/ wI + 192 sf/ WI + 336 sf / flr )x 664 sf / flr )x 700 sf / fir )x 574 sf / flr )x 0 sf / flr )x 716 sf / fir )x 986 sf / flr )x 500 sf 1 fir )x 72 sf / flr )x 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 13040 lbs : 20650 lbs : 31500 lbs : 25610 lbs : 2460 lbs : 29620 lbs : 24810 lbs : 33740 lbs : 5090 lbs : V a y -y = V b y -y = V c y -y = V d y -y = V e y -y = V 1 x -x = V 2 x -x = V 3 x -x = V 4 x -x = 2561 lbs. : 4056 lbs. . 6187 lbs. : 5030 lbs. : 483 lbs. : 5817 lbs. : 4873 lbs. : 6627 lbs. : 1000 lbs. : 85 plf 113 plf 253 plf 431 plf 22 plf 166 plf 187 plf 308 plf 119 plf lt /ARCTECTS /VV NORTHWEST Lateral Analysis: 1997 UBC P: Max Ht - upper= P: Max Ht - -main = P: Max Ht- -lower = Compute Wind Load x - x, y -y: a y -y = b y -y = C y -y = d y -y = 1 x -x = 3 x -x = a y -y = b y -y = C y -y= d y -y = 1 x -x = 2 x -x = 3 x -x = 4 x -x = a y -y = b y -y = C y -y = d y -y = e y -y = 1 x -x = 2 x -x = 3x -x= 4 x -x = upper = upper = upper = upper = upper = upper = main= main= main= main= main= main= main= main= lower= lower= lower= lower= lower= lower= lower= lower= lower= 28.0' @ Ridge; :Use P = 18.0' @ Ridge; :Use P = 15.0' :l, 6.50 ft w x 11,00 ft wx 15,50 ft w x 11.00 ft wx 13.00 ft w x 15.00 ft w x 6.50 ft w x 11.00 ft wx 15.50 ft w x 11.00 ft wx 9.00 ft wx 13.00 ft w x 10,00 ft w x 6.00 ft w x 6.00 ft w x 11.00 ftwx 15.50 ft w x 16.50 ft w x 6.50 ft w x 9.00 ft w x 13.00 ft w x 10.00 ft w x 5.00 ft w x 10.50 ft h= 10.50 ft h 10.50 ft h= 10.50 ft 'h= 9.00 ft h= 10.00 ft h= 9.00 ft h= 9.00 ft h= 9.00 ft h= 9.00 ft h= 9.00 ft h= 9.00 ft h= 9.00 ft h= 7.00 ft h= 6.00 ft h= 9.50 ft h= 9.50 ft h= 11.50 ft h= 14.50 ft h= 9.50 ft h= 9.50 ft h= 9.50 fth= 9.50 ft h= 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 15.35 avg psf See sheet 10 for sail areas. 13.57 avg psf See sht 5 for Design Criteria. 58.50 99.00 139.50 99.00 81.00 117.00 90.00 42.00 68.25 ,sf x 115.50 sf x 162.75 sf x 115.50 sf x 117.00 sf x 150.00 sf x sf x sf x sf x sf x sf x sf x st x sf x 36.00 sf x 104.50 sf x 147.25 sf x 189.75 sf x 94.25 sf x 85.50 sf x 123.50 sf x 95.00 sf x 47.50 sf x 15.35.1)sf. = . r x -,1 1 14 1f e 15.35 psf = 1773 l 15.35 psf = 2498 lbs 15.35 psf = 15.35 psf = 1796 lbs 15.35 psf = 2303 lbs 13.57 psf = 1841 lbs psf = 3116 lbs 13.57 psf = 4391 lbs 13.57 psf = 3116 lbs 13.22 psf = 2867 Ibs 13.57 psf = 1588 lbs 13.75 psf = 14.28 psf = 8.20 psf = 8.20 psf = 8.20 psf = 10.71 psf = 13.22 psf = 8.20 psf = 8.20 psf = 8.20 psf = 13.22 psf = 1773 lbs 3540 lbs 600 lbs 2137 lbs 3973 lbs 5599 lbs 5149 lbs 1246 lbs 3568 lbs 2600 lbs 4319 lbs 1228 lbs an: M2475A3FU -2 Lateral Analysis: Date: 7/22/02 page 1 of 11 See sht 5A for Shearwall schedule Total in'. ;a +s W 4 upper = Jw1 1 g T if t X u • ler = 4098 lbs TWL y -y m9in-= G _ _ R CEIVED CITY OF TUKWILA 12465 lbs MAY 1.6 2003 7092 lbs 94 lbs wer = 18103 lbs TWL x -x lower = 11715 lbs PERMIT CENTER WOODINVILLE, WA 98072 FAX: (425) 487- 5 3.. Sum SW a y -y = ( 26.00 26.00 tI If shear wall 11 sw y -y Sum SW b y -y = ( 12.00 5.00 12.00 ti If shear wall 61.83 Sum SW c y -y = ( 8.00 6.50 15.00 8.00 tl If shear wall Sum SW d y -y = ( 7.00 8.83 3.33 2.75 3.67 2.33 15.83 tl If shear wall Sum SW 1 x -x = ( 10.67 14.00 3.83 8.00 11.67 28.50 tI If shear wall tl sw x -x Sum SW 2 x -x = ( 8.50 4.50 2.33 2.33 4.00 4.00 0 0.00 ti If shear wall 55.66 Sum SW 3 x -x = ( 2.33 4.00 .2.33 2.50 2.50 r 13.66 tl If shear wall Sum SW a y -y = ( Sum SW b y -y = ( Sum SW c y -y = ( Sum SW d y -y = ( Sum SW 1 x -x = ( Sum SW 2 x -x = ( Sum SW 3 x -x = ( Sum SW 4 x -x = ( 26.00 26.00 tl If shear wall tl sw y -y 10.33 tl If shear wall 70.83 13.00 tl If shear wall 21.50 tI If shear wall 12.08 II If shear wall 11 sw x -x 19.67 tl If shear wall 70.41 25.66 ti If shear wall 13.00 tl If shear wall 10.33 5.00 4.00 4.00 6.50 15.00 3.33 2.75 3.67 2.33 8.00 11.67 8.50 4.50 2.33 2.33 4.00 4.00 4.00 4.00 2.50 2.50 lower floor frame shear walls foundation walls Sum SW a y -y = ( Sum SW b y -y = ( Sum SW c y -y = ( Sum SW d y -y = ( Sum SW e y -y = ( Sum SW 1 x -x = ( Sum SW 2 x -x = ( Sum SW 3 x -x = ( Sum SW 4 x -x = ( 8.00 10.00 _concrete 8.00 4 30.00 tl If shear wall tl sw y -y 36.00 tl If shear wall 124.17 24.50 tl If shear wall 11.67 tl If shear wall 22.00 tl If shear wall 35.00 tl If shear wall tI sw x -x 26.00 tl If shear wall 90.92 21.50 tl If shear wall 8.42 tl If shear wall 24.00 4.00 8 4.00 8.50 8.00 4 4.00 3.67 4.00 4.83 12.25 4.92 14.00 13.00 8 26.00 21.50 2.00 2.00 2.21 2.21 0 - ARCHITECTS NORTHWEST Compute sum of Shear- Resisting Walls & Compute V x -x, V y -y upper floor: main floor: Compute V x -x max. and V y -y max. upper floor: ay -y= b y-y = C y -y dy -y= 1 x -x = 3x -x= main floor: a y -y= b y-y = C y -y = d y-y = 1 x -x = 2x -x= 3 x -x = 4 x -x = lower floor: a y-y = b y-y = C y -y = d y -y = e y -y = 1 x -x = 2x -x= 3x -x= 4x -x= 1048 lbs 549 lbs 1048 #'s/1= 40 plf wind Use SW #: P1- 6(198p1[) 1773 lbs 888 lbs 1773 #'s/1= 148 plf wind Use SW #: P1- 6(198p1f) 2498 lbs 1361 lbs 2498 #'s /I = 312 plf wind Use SW #: P1- 3(389p1f) 1773 lbs 899 lbs 1773 #'s /I = 112 plf wind Use SW #: P1- 6(198p1f) 1796 lbs 1717 lbs 1796 #'s /I = 63 plf wind Use SW #: P1- 6(198plf) 2303 lbs 1979 lbs 2303 #'s /I = 169 plf wind Use SW #: P1- 6(198p1f) 1841 lbs 1336 lbs 1841 #'s /I = 71 plf wind Use SW #: P1- 6(198p1f) 3116 lbs 2016 lbs 3116 #'s /l = 302 plf wind Use SW #: P1- 3(389p1f) 4391 lbs 3232 lbs 4391 #'s /I = 338 plf wind Use SW #: P1- 3(389p1f) 3116 lbs 2528 lbs 3116 #'s /I = 145 plf wind Use SW #: P1- 6(198p1f) 2867 lbs 2702 lbs 2867 #'s /I = 237 plf wind Use SW #: P1- 4(304p1f) 1588 lbs 2605 lbs 2605 #'s /I = 132 plf seismic Use SW #: P1- 6(198plf) 3540 lbs 3242 lbs 3540 #'s /l = 138 plf wind Use SW #: P1- 6(198plf) 600 lbs 428 lbs 600 #s/1= 46 plf wind Use SW #: P1- 6(198plf) 2137 lbs 3973 lbs 5599 lbs 5149 lbs 1246 lbs 3568 lbs 2600 lbs 4319 lbs 1228 lbs 1829 lbs 2897 lbs 4419 lbs 3593 lbs 483 lbs 4155 lbs 3480 lbs 4733 lbs 714 lbs 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 uate: 7/22/02 2137 #'s /I = 3973 #'s /I = 5599 #'s /I = 5149 #'s /l = 1246 #'s /I = 4155 #'s /I = 3480 #'s /I = 4733 #'s /I = 1228 #'s /I = Plan: M2475A3FU -:. page 71 plf wind Use SW #: P1- 6(198p1f) & conc fdn 110 plf wind Use SW #: P1- 6(198p1f) & conc fdn 229 plf wind Use SW #: P1- 4(304p1f) & conc fdn 441 plf wind Use SW #: P1- 2(516p1f) 57 plf wind Use SW #: P1- 6(198p1f) & conc fdn 119 plf seismic Use SW #: concrete foundation wall 134 plf seismic Use SW #: P1- 6(198plf) & conc kin 220 plf seismic Use SW #: P1 -4(304p1f) & conc fdn 146 plf wind Use SW #: P1- 6(198p1f) WOODINVILLE, WA 98072 FAX: (425) 487 -6585 11 w/ 2x edge frmg w/ 2x edge frmg w/ 2x edge frmg ham:: ARCHIYECTS NORTHWEST •' Verify Capacity of Designed Shearwalls: upper floor: Sum SW cap y -y = 61.83 If x Sum SW cap x -x = 55.66 If x main flour: Sum SW cap y -y = Sum SW cap x -x = Redundancy Factor Check: Resulting Vmax = Resulting Vmax = Location width 70.83 If x 70.41 If x 744.59 plf/mid 1069.14 plf/lower V plf 198 plf + 198 plf + ht. 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 e: 7122/02 Plan: M2475A3F' ° ~' 0.00 If x 0.00 If x 100 plf = 12242 lbs > 7092 100 plf = 11021 lbs > 4098 304 plf + 0,00 If x 198 plf = 21533 lbs > 12465 198 plf + 0.00 If x 198 plf = 13942 lbs > 8594 Vmax for "p = 1" Vmax = (2)xVt / sqrt A A= 1174 sq ft Since 745plf > seismic max of 348pif main c y -y, no added redundany factor requited. Since 1069p1f > seismic max of 431 plf lower d y -y, no added redundany factor required. Horizontal Diaphragm Shear: Roof diaphragm: b y -y: 1773# / 140plf max = Use 12ft of detail #4 at SW to truss desgined to resist 1773# lateral load. Roof diaphragm: c y -y: 2498# / 140plf max = Use 8ft of detail #4 plus ( 1 ) H6 at SW to truss desgined to resist 2498# lateral load. Roof diaphragm: d y -y: 1773# / 140plf = Use detail #11 w/ gable end truss desgined for 1773 # lateral load or use P1 -6 shtg. Upper floor diaphragm: b y -y: (3116# - 1773 #) / 10.33ft of SW = 130plf < 177p1f. OK. Use detail #16. Upper floor diaphragm: c y -y: (4391 # - 2498 #) / 13ft of SW = 146pif < 177pif. OK. Use detail #8 and detail #16. Use detail #17 below. Main floor diaphragm: b y -y: Use detail #17 and part of detail #16. Main floor diaphragm: c y -y: Use detail #16. Main floor diaphragm: d y -y: Use detail #17 and use CS16 -36 at beam to top plate. Main floor diaphragm: 3 x -x: Use CS16 -36 at beam to sill plate or rim joist at foundation wall. Check Overturning for Holdown Selection Uplift = [(ht x plf x width) - (2/3 D.L,x 1/2 width)] / width Note: No roof dead load used to resist shearwall overturning, It is considered equal to any uplift force from wind. M / width DL /If Uplift page 3 of 11 Holdowns selected F.O.S = 1.73 1, OK. F.O.S. = 2.69 1, OK. F.O.S. = 1.73 • 1, OK. F.O.S. = 1.62 1, OK. upper floor: a y -y = 26.00 40 plf x 8.083 ft. h. = 326 lbs - 80 lbs = -361 lbs. Use : scheduled nailing b y -y = 12.00 148 plf x 8.083 ft. h. = 1194 lbs - 80 lbs = 877 lbs. Use : CS16 strap -36 "I w/(18)10d nails c y -y = 8.00 312 plf x 8.083 ft. h. = 2524 lbs - 80 lbs = 2313 lbs. Use : MST48 w/ (34) 16d nails d y -y = 7.00 112 pIf x 8.083 ft. h. = 905 lbs - 80 lbs = 720 lbs. Use : H6 w/ (16) 8d nails 8.83 112 plf x 8.083 ft. h. = 905 lbs - 80 lbs = 672 lbs. Use : H6 w/ (16) 8d nails 1 x -x = 10.67 63 plf x 8.083 ft. h. = 509 lbs - 80 lbs = 228 lbs. Use : scheduled nailing 14.00 63 plf x 8.083 ft. h. = 509 lbs - 80 lbs = 140 lbs. Use : scheduled nailing 3.83 63 plf x 8.083 ft. h. = 509 lbs - 80 lbs = 408 lbs. Use : scheduled nailing 3 x -x = 2.33 169 plf x 8.083 ft. h. = 1362 lbs - 80 lbs = 1301 lbs. Use : CS16 strap -361 w/(18)10d nails 4.00 169 plf x 8.083 ft. h. = 1362 lbs - 80 lbs = 1257 lbs. Use : CS16 strap -36 "I w/(18)10d nails 2.50 169 plf x 8.083 'ft. h. = 1362 lbs - 80 lbs = 1296 lbs. Use : CS16 strap -361 w/(18)10d nails 2.50 169 plf x 8.083 ft. h. = 1362 lbs - 80 lbs = 1296 lbs. Use : CS16 strap -36 "I w/(18)10d nails 2.50 169 plf x 8.083 ft. h. = 1362 lbs - 80 lbs = 1296 lbs. Use : CS16 strap -36 "I w/(18)10d nails WOODINVILLE, WA 98072 FAX: (425) 487 -6585 ARCHITECTS NORTHWEST I.ocation width V plf main floor: a y -y = 26.00 71 plf x 8.083 ft. h. = b y -y = 10.33 302 plf x 8.083 ft. h. = c y -y = 5.00 338 plf x 8.083 ft. h. = 4.00 338 plf x 8.083 ft. h. = 4.00 338 plf x 8.083 ft. h. = d y -y = 6.50 145 plf x 8.083 ft. h. = 15,00 145 plf x 8.083 ft. h. = 1 x -x = 4 x -x = Lower floor: a y -y = b y -y = c y -y = d y -y = e y-y = 2 x -x = 3 x -x = 4 x -x = 3.33 237 plf x 8.083 ft. h. 2.75 237 plf x 8.083 ft. h. = 3.67 237 plf x 8.083 ft. h. = 2.33 237 plf x 8.083 ft. h. = 8.00 132 plf x 8.083 ft. h. = 11.67 132 plf x 8.083 ft. h. = 8.50 138 plf x 8.083 ft. h. = 4.50 138 plf x 8.083 ft. h. = 2.33 138 plf x 8.083 ft. h. = 2.33 138 plf x 8.083 ft. h. = 4.00 138 plf x 8.083 ft. h. = 4.00 138 plf x 8.083 ft. h. = 4.00 46 plf x 8.083 ft. h. = 4.00 46 plf x 8.083 ft. h. = 2.50 46 plf x 8.083 ft. h. = 2.50 46 plf x 8.083 ft. h. = frame shearwalls only 8.00 71 plf x 4.000 ft. h. = 10.00 71 plf x 6.000 ft. h. = 24.00 110 plf x 9.000 ft. h. = 4.00 229 plf x 9.000 ft. h. = 8.50 229 plf x 9.000 ft. h. = 4.00 441 plf x 5.000 ft. h. = 3.67 441 plf x 9.000 ft. h. = 4.00 441 plf x 9.000 ft. h. = 4.83 57 plf x 9.000 ft, h. = 12.25 57 plf x 9.000 ft. h. = 26.00 134 plf x 9.000 ft. h. = 1205 lbs - 134 plf x 9.000 ft. h. = 1205 lbs - 21.50 220 plf x 4.000 ft. h. = 881 lbs - 2.00 146 plf x 9.000 ft. h. = 1312 lbs - 2.00 146 plf x 9,000 ft. h. = 1312 lbs - Notice: Use LRPs at this single story garage application. 2.21 146 plf x 7.750 ft. h. = 1130 lbs - 120 2.21 146 plf x 7.750 ft. h. = 1130 lbs - 120 Notice: concrete curb raised to achieve 3.5 to 1.0 slenderness ratio. Holdown Summary Use (22) HPAHD22 w/ (16) 16d nails, 1 1/2" edge dist. Use (4) STHD14 w/ (38) 16d sinkers, 1 1/2" edge dist. Use (8) MST48 w/ (34) 16d nails Use (12) CS16 strap -46 "I w/ (28)10d nails Use (18) CS16 strap -36 "I w/(18)10d nails Use (13) H6 w/ (16) 8d nails Shearwalls, plate nailing and anchor bolts per schedule - as Indicated. 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 Date. r /22102 ht. M / width 572 lbs - 2438 lbs - 2730 lbs - 2730 lbs - 2730 lbs - 1172 lbs - 1172 lbs - 1918 lbs - 1918 lbs - 1918 lbs - 1918 lbs - 1071 lbs 1071 lbs - 1115 .Ibs - 1115 lbs - 1115 lbs 1115 lbs - 1115 lbs - 1115 lbs - 373 lbs - 373 lbs - 373 lbs - 373 lbs - 285 lbs - 427 lbs - 993 lbs - 2057 lbs - 2057 lbs - 2206 lbs - 3971 lbs - 3971 lbs - 510 lbs - 510 lbs - Plan: M2475A3F1 DL /If Uplift 160 lbs = 160 lbs = 160 lbs = 160 lbs = 160 lbs = 160 lbs = 160 lbs = 240 lbs = 240 lbs = 240 lbs = 240 lbs = 240 lbs = 240 lbs = 240 lbs = 240 lbs 240 lbs = 240 lbs = 240 lbs = 240 lbs = 60 lbs = 60 lbs = 80 lbs = 80 lbs = 140 lbs = 160 lbs = 240 lbs = 240 lbs = 240 lbs = 240 lbs = 240 lbs = 240 lbs = 30 lbs = 50 lbs = 330 lbs = 330 lbs = 300 lbs = 120 lbs = 120 lbs = lbs = lbs = -800 lbs. 1893 lbs. 2466 lbs. 2519 lbs. 2519 lbs. 828 lbs. 380 lbs. 1654 lbs. 1700 lbs. 1628 lbs. 1734 lbs. 437 lbs. 146 lbs. 442 lbs. 759 lbs. 931 lbs. 931 lbs. 798 lbs. 798 lbs. 294 lbs. 294 lbs. 307 lbs. 307 lbs. -85 lbs. -101 lbs. -907 lbs. 1740 lbs. 1383 lbs. 1889 lbs. 3680 lbs. 3654 lbs. 462 lbs. 308 lbs. -1627 lbs. 1205 lbs. -1248 lbs. 1233 lbs. 1233 lbs. Use : Use: Use : Use: Use: Use Use : Use : Use: Use : Use: Use: Use: Use: Use : Use: Use: Use: Use : Use: Use: Use : Use : Use: Use: Use: Use : Use: Use: Use : Use: Use : Use: Use : Use : Use: Use : Use: Page Holdowns selected 4 of 11 scheduled nailing C316 strap-461w/ (28)10d nails MST48 w/ (34) 16d nails CS16 -46 U -strap w/ (28) 10d nails CS16 -46 U -strap wl (28) 10d nails H6 w/ (16) 8d nails scheduled nailing CS16 strap -46 "I w/ (28)10d nails CS16 strap -461 w/ (28)10d nails HPAHD22 w/ (16) 16d nails. 1 1/2" edge dis HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis scheduled nailing scheduled nailing scheduled nailing H6 w/ (16) 8d nails CS16 strap -36 "I w/(18)10d nails CS16 strap -36 "I w/(18)10d nails H6 w/ (16) 8d nails H6 w/ (16) 8d nails scheduled nailing scheduled nailing scheduled nailing scheduled nailing 5/8" AB w /in 12" of panel edge 5/8" AB w /in 12" of panel edge 5/8" AB w/in 12" of panel edge HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis HPAHD22 wl (16) 16d nails, 1 1/2" edge dis HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis STHD14 w/ (38) 16d sinkers, 1 1/2" edge di STHD14 w/ (38) 16d sinkers, 1 1/2" edge di 5/8" AB w /in 12" of panel edge 5/8" AB w /in 12" of panel edge 5/8" AB w /in 12" of panel edge 5/8" AB w /in 12" of panel edge 5/8" AB w /in 12" of panel edge HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis HPAHD22 w/ (16) 16d nails, 1 1/2' edge dis 1042 lbs. Use : HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis 1042 lbs. Use : HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis WOODINVILLE, WA 98072 FAX: (425) 487-6585 ARCHITECTS N O R T H W E S T 18915-142ND AVENUE NE SUITE 100 WOODINVILLE, WA 98072 • • OFFICE_ (425) 485 -4900 FAX: (42B) 487 -8585 • TOLL FREE:1.888.272 -4100 E-MAIL: AACHNW1r0 AOLCOM Design criteria per 1997 Uniform Building Code: 80 mph / exposure "B" Wind per Section 1615: JOB h■ 1...4 1 5 A3FU- le- 2 CALCULATED BY DATE (1 a IO 2 - SHEET NO. ''J OF 1 Design Wind Pressure: P= CexCgxQsxiw• Ce= Exposure Factor; Cq= Method Factor; Qs =Wind Stagnation pressure; lw= Importance Factor Site /Project Specific Values: Ce = 0.62 (Exposure B < 15' H); Cq = 1.3 (Projected Area Method per section 1621.3) Qs = 16.4 (Basic Wind Speed = 80 mph); iw = 1.0 (Standard Structure importance) Calculated Wind Pressures at Prescribed Building Heights: P = 13.22 psf < 15'H; 14.28psf < 20'H; 15.35 psf < 25'H; 16.20 psf < 30'H; 17.91 psf < 40'H Earthquake per Section 1626: Base Shear. V =3.0 x Ca x W / R (Simplified Static Method equation 30 -11) Ca = Soil profile type Sd, Seismic Zone 3 in table 16Q R = Rotation value from Table 16N ; W = Total Seismic Dead Load Vertical Distribution: Fx = 3.0 x Ca x w / R (Simplified Static Method equation 30 -12) Site/ Project Specific Values: Seismic Zone 3; Soil Type Sd; Ca = 3.6: R for wood structural panels =5.5 (plywood shearwalls) R for all other structural panels = 4.5 (gypsum shearwalis) V(plywd) = 0.1964W; V(gwb) = 0.2400W Redundancy Factor p (Equation 30 -3) combined with r max equation (Section 1630.1.1) creates a design condition to attempt to keep p = 1 or less. . Vmax is determined to verify if additonal redundancy factor (p) is needed. (Vmax = 2(Vw)/sqrt A) Standard Design Information (Unless noted otherwise on Plans): Lumber grade: HF #2 or better; HF #3 © studs Glue -Lam beams: UBC Combination 24f -V4 Horizontal roof sheathing: 1/2" CDX- 7/16" OSB w/ 8d © 6" oc at edges (140plf allowable diaphragm shear w/o blocking) Horizontal floor sheathing: . 3/4" T &G CDX plywd w/ 10d © 6" oc at edges (177plf allowable diaphragm shear w/o blocking) Shear walls: See shear wall schedule: Note: gwb shear wail capacities are halved when resisting seismic forces. Anchor Bolts: 518" dia x 10 "L © 48" oc, typical, unless noted otherwise. A307 or btr w/ 7" min. embedment. SHEAR WALL SCHEDULE see' 1997 UBC tables 23- II -1 -1, & 23- 11 -1 -2 P1 -6 v = 198 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 6" o.c. Anchorage: 16 d nails @ 5" o.c. OR 5/8" AB 0 48" o.c. to conc. P1-4 v = 304 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 4" o.c. Anchorage: 16 d nails •■ 4" o.c. OR 5/8" AB •■ 36" o.c. to conc. P1 -3 v = 389 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 3" o.c. Anchorage: 3/8 "x5" lag screws at 12 "o.c.,or 5/8" AB @ 30" o.c. to conc. Use min 3 "nom sills and studs @ adjoining panel edges if >350p1f load. P1 -2 v = 516 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 2" o.c. Anchorage: 3/8 "x5" lag screws © 9 "o.c. ,or 5/8" AB @ 24" o.c. to cons. Use min. 3" nom. Sills and studs @ adjoining panel edges. P2-4 v = 608 plf 1/2" plywood or OSB equal, (2 sides), w / 8d (gun) nails @ 4" o.c. Anchorage: 3/8 "x5" lag screws @ 8" o.c. or 5/8" AB @ 18" o.c: to conc. Use min. 3" nom.Sills and studs @ adjoining panel edges. P2 -3 v = 778 plf 1/2" plywood or OSB equal,(2 sides) w / 8d (gun) nails @ 3" o.c. • Anchorage: 3/8 "x5" lag screws @ 7" o.c. or 5/8" AB @ 12" o.c. to conc. Use min. 3" nom. Sills and studs @ adjoining panel edges. 1. The shear values,in this table are based upon the use of 8d, pneumatically driven • nails with a minimum shank diameter of 0.113 "; into hem -fir grade studs. 2. Nail spacing is for all panel edges. Block all panel edges. 3. Spacing of nails along intermediate framing members is 12" o.c. 4. Sheathing to be ABA rated, EXP1 /EXP2/EXT or C- C /C- D /Struct II plywood. 5. At double sided shear walls, offset sheathing joint by one bay min. Also provide 4x blocking beneath sill plate, with nails staggered. it /ARCHITECTS 18915-142ND AVENUE NE SUITE 100 WOODINVIL E. WA 98072 OFFICE: (425) 485.4900 FAX: (425) 487.6585 • TOLL FREE: 1. 888.27'2.4100 E -MAIL ARCHNWi AOLCOM HOLDOWN SCHEDULE updated 7/30/98 STHDi ORJ w/ (28) 16d sinkers, 1 I/2".edge dist. STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge dist. STHD14 w/ (38) 16d sinkers, 1 1/2" edge dist. HPAH022 w/ (12) 16d nails, 1 1/2" edge dist. HPAHD22 w/ (16) 16d nails, 1 1/2" edge dist. HPAHD22 w/ (19) 16d nails, >8" edge dist. 5/8" AB Win 12" of panel edge CS16 strap•361 w /(18)10d nails CS16 strap-461 w/ (28)10d nails MST37 W/ (24) 16d nails MST48 w/ (34) 16d nails MST60 w/ (48) 16d nails MST72 w/ (56) 16d nails H010A w/7/8" SSTB28 A.B.w/ (4) 7/8" bolts HD8A w/ 7/8" SSTB28 A.B. w/ (3) 7 /8" bolts HD5A w/ SSTB20 AB w/ (2) 518" bolts HTT2 w/ SSTB -20 A.B.w/ (32) 10d nails. A35 F.A. w/ (12) 8d nails JOB CALCULATED BY DATE - l 1 s I O 2 - SHEET NO. # listed for 1/97 Simpson Strong -Tie cat. # 2745# 2575#6 "c. hem -fir table 2745# 2575# hem -fir table 4430# 4220#6 "c. hem -fir table 4430# 4220# • hem- fir.table 1564#46 nails added for hem fir 2240# @8"curb (16) nails max at rim joist 2607#6 nails added for hem fir. 500# 1353# 1650# 1860# 2945# 4415# 5150# 7 823 # 5301# 3038# 4085# 450# nails added for hem fir nails added for hem fir hem -fir table hem -fir table hem -fir table hem -fir table value reduced for Hem Fir value reduced.for Hem Fir value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir 5A OF 1, - 4'•:;, .a;,,�w,+r. 4. ;.ti ;:c; d:wr�e4 ' ` to +ia���.ytitiuL`dn:a..A:c. <.:.... ......x., it 18915-142ND AVENUE NE SUITE 100 OFFICE: (425) 485-4900 TOLL FREE: 1.888.272.4100 - 12—e k rJS 5' J WW1/ '0 rrTat txr Loeb T.O. It • IC-1 *soya MAIN FLOOR . 10 d - /ARCHITE,iTS %I NORTHWEST 0.6 la' WOODIWILLE, WA 98072 FAX: (425) 487.6585 EMAIL: ARCHNW1MDAOLCOM m• AZIOVE OARLAISC 13. est'5-.4 Fon- to 4 LAT. Lo Pio oil_ 5Tpcx-rukAL &ABLE ER, mas P.S.0 prEs OD 'Das 'TA) Tux) 1113 LAT. 1-0/ DEtss s. 61 112-0Ss ro 0- 2. 4 efeti- LAT o A 0. A.Do 44(1 Q WAYS - rD 2 Ai-. art JOB (VV -5 CALCULATED BY DATE 1 1 2. SHEET NO. ( 4 7 OF 11 r3.L. I- 1 0 BSI csJ TVA S-r (1- 12440 It- LA 4_ ..LACKS • 24* ac. T.O. BeAM • Pr-I' ABOY5 MAIN MAO% ID' L DAC) T.O. KIM WALL • 2 MAIN MOO* 2x6 MAPIMS • 1'4/ 2:4* OOLLAIt POST DG1PN TO 1.V.A.D19 VeLOV4 7 Wimp. 111 TA. KIM. M.S. • 2' MAIN FLOOPt • INIIIPM NNW T7 'TT ri 71 .171 7 r ajah I Y.IAT CUT IltaPTVIO TO MATH VW'S • TO. It • 11.-1* MSC SANAS?. NI-SLA S p ARCHITE.'T5 NORTHWEST 18915-142ND AVENUE NE SUITE 100 OFFICE: (425) 485.4900 TOLL FREE: 1.888.2724100 WOODINVILLE, WA 98072 FAX: (425) 487.6588 • E MAIL ARCHNWIO AOLCOM JOB M 24 7 SA O tiALCULATED BY DATE 1122-jot_ SHEET NO 1 DF I /� ARCHITE . / W NORTHWEST 111915.142ND AVENUE NE SUITE 100 WOODINVILLE, WA 00072 OFFICE: (425) 485 -4900 FAX: (425) 487.6585 TOLL FREE: 1-08B-272-4100 E-MAIL: ARCHIJWNS AOLCOM JOB f 241SA,,rO -2 tY011/ DATE ,' 22-1 O 2 "' SHEET NO. 8 OF a CALCULATED BY ✓ ARCHITE.c.TS NORTHWEST 18915-142ND AVENUE NE SUITE 100 OFF "•E: (425) 485.4900 TOLL r 'S: 1.888.272.4100 2x10 F..:. :o FJ. 16` OG. 3x10 F.J. • I. • L. UNFINI P moor ,1 THICK DOOR fi II al ie:l•A'= 11121m 16224J; (Ib�lb�l 4 1 0ANT'_ ' -0•• . 4• GONG. OVI t • I *�••• b 4�MIL,(D It) OV • 111� ii % XV 4 TO ff o DOORS 1 1 i 01 3x F...1. x'16` 0G. 3x10 F.J. 11` O.G. PANE. 91L° DN. '•.'.5. 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GONG- LA INE; fyt3 • ST P5 T •LAB • LOrER . ti 2S e M Overt I2 PASGIA T1'P. • 6ABLE CMS 2x4 I1 U O►1 TRIM TY1gCAL 6' Cx LAP 51171M6 TTP. y' !• 11428 WOODINVILLE. WA 88072 FAX: (425) 487.6588 E-MAIL: ARCHNW1@AOLCOM PfigOMOMAMISW 4 ^ r?7 JOB CALCULATED BY DATE - � � z -- ii /..-41 SA 4 =0. 2 S Att.. A1/42e SHEET NO. ° OF 1 ( k l-8.v —1 'FIL'D (=DAR GJPP __ a- Lb 13.27- e.14. TYPICAL END CONDITIONS • • MST37 W/ (24) MST48 w/ (34) MST60 w/ {48} MST72 w/ (56) 16d 16d 16d 16d I i . �;..i nails nails nails I1 nails ,. to Installation Typical -Floor showing Cl San ear • Floor - Tie a p 1850# 2 4415# 5150# 'il! . HPAHD22 x' . ' - 71 w ' ' . . y • i ■ , ' . i,,. • .� •' ' ' • . • ,J , , • �� 'e. ®�._ - 'C . • • NAILED PORTION 141 ' 4i: TE Nrrtl 6 .,,,,J:. .'" 1/2 -MIN. ••- ONE I N `I 13 N4 6HEA CONE • • REBAR �+ • ex POST SIMILAR -11111111 - . Typical Rim Joist 1 -�� • • r STHDI4RJ • • , ' { ;. i • _CORN NAILED PORTION G ir =t orir •:INS � HA /s ! RE : f r rralN REeaR ' H • R C ONE installation • • \ \ Typical CS installation Is a Floor -to- Floor Tle • Provide end distance Equal n. ou of so mu: m lien end CS16 strap -36"I w/(18)10d CS16 strap -461 w/ (28)10d v I • L ` fir L EA, el EAR p AN y I END LOG . / nails nails L EN 1363# 1850# GP ( Typical HD5A • Holdown I Installation with , SSTB anchor bolt. Washers are not required at the base. HD10A w (T!8" SSTB28 HD8A w/ 7 /8"'SSTB2B • HD5A w/ SSTB20 AB �' `�• • ",' • �' ��' 7 /8" b olts 7/8" bolts bolts ` \ '- : 3O' ' � MIN. REHAB LENGTH Corner . • • r Typical with „I. • ° • • °. • ° e . • ° ° • ° ° • /' ... fj; ;• ' , �/ t-�� Installation 3 -2x RE9AR SHEAR 12' MIN MAR tl>� ° _ • ' '. . Y scuds IN CONE LEIJSTH -' • • e '.41...1:1. ' i : • : • +� r• • A.B.wI A.B. w/ (2) • � ' vt - 4 () w/ (3) 5/8" SI M PSON STHD1 ORJ w/ (28) 16d sinkers, 1 1/2 edge dist. 2745#08 "c. 2575#@6 "c. STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. 2745# 2576# STHDI4RJ w/ (38) 16d sinkers, 1 1/2" edge dist. 4430# ©0 "c. 4220#@6 "c. STHD14 w/ (38) 16d sinkers, 1 1/Z' edge dist. 4430# 4220# • Stro t+gTie CONNeCTORS NOTE; ALL VALUES ARE TAKEN FROM SIMPSON CATALOG, Form T- HEMFIR -2 11/97 exp 1/99, OR CATALOG C -98• VALUES APPLY TO HEM -FIR LUMBER, UNLESS NOTED OTHERWISE. f ARC 11�NOR 18915 -142ND AVENUE NE SUITE 100 OFFICE: (425) 485 -4900 TOLL FREE: 1.88B- 72.4100 HITE THWEST WOODINVILLE, WA 98072 FAX: (425) 457.8585 • E MAiI : ARCHNW1L AOLCOM JOB h 247 - SA3 0 CALCULATED BY DATE 1 I S( a 2.. SHEET ND. E l OF 1 if�OARCHITE.I'S f�/ � NORTHWEST 18915 -142ND AVENUE NE SUITE 100 W00DINVILLE, WA 90072 • OFFICE; (425) 486.4900 FAX: (42S) 487 -8585 • TOU. FR E.-• 1.080.272 -4100 E -MAIL; ARCHNWI @AOLLCOM Ibd TOENAILS • 8" OL. EACH SIDE STAS5.`"R WALL P PLAN LATERAL SETA I L 16 A. NOT TO SCALE_ FLOOR JOISTS ■ P.J. P IFSH SHOWN PER PLAN I6d TOENAILED • 8" O.G. EACH SIDE STAGGERED FLOOR TO NALL SHEAR TRANSFER LATERAL DETAIL I Co FLOOR DIAPHRAGM NOT TO SCALE - 8d as 6 O.G. SHEATH TRUSS PER PLAN OR USE TRUSS DESIGNED FOR LATERAL LOAD STC C 24" O.G. I SHEAR 14ALL ! (S PLANS) 4 8d • 6 O.G. LOAD 5T0 C 24" O.G. SHEAR Y`L LJ (5M PLANS) 1Od • 4" O.G. 2X AS REQIURED S( -EATH TRUSS P PLAN OR USE TRUSS DESIGN FOR LAVAL SIM SCALE I I" * 1' -0" TRUSS TRANSFER ET, I L LATERAL ri'ETAIL 4 JOB 24 - 15A CALCULATED BY DATE 11 0 2 SHEET N0. I6d ® 6" O.G. LATERAL SETA I L 17 AMP ._LL4 —DF I SHEAR WALL PER PLAN (5) I6d C JOIST .4 DIAPHRAGM DOUBLE JOIST 2x SLOID BLOCKING OR PER PLAN SHEAR WALL USE TJI BLOCKING WHERE TJI JOISTS OCCUR f4k :::r:tai w,dnLi�scu�9`rftd ARCH NORTHWEST 4E216. 42ND AVcNUE NE SUITEICC WOODINVILL� WA 913272 • • OFFICn.(425)4B6.4800 FAX: (425) -568G • . TULLPRE`��J -41M /1Ai'LI ARCHNW1fmAOLCO1d 41-oe.• 11111 1 16d • 6' O.C. SHEAR WALL PM PLAN • (5) 16d TO. BLOCKING EACH PlD TYP. JOB TYPICAL ROOF DIAPHRAGM . ROOF FRAMING MEMBERS PER PLAN CONTINUOUS SHTb WHEN GABLE MISS NOT DESIGNED FOR LATERAL LOAD eAciOtal q to a c , 2x6 .SOLID BLOCKING • 48 O.G. • NOT TO SCALE GAPLE SHEAR TRANSFER DETAIL 1. AT AL E,E IL 11 hy\24 - 1 S' , =� -Q, CALCULATED BY — 'rl SEE 'PLAN FOR DIM. DATE . 1 ) 2.' -4 O'L SHET NO I e (7 I/ • 16 O.G. ALL PLATES, HEADERS I STUDS (2) 2X' 87UD5 NAIL S VIII 10d 41 EACH O.C. (2) RONIS (2) 2X BLOCKING • ANY PLYWOOD JOINTS • (2) 2X PLATE NAIL. SHF.ATMIN& TO EACH PLAT! (2).5 /H:.DIA..X 10" ANCHOR BOLTS a m. HEADER NAIL .SHEATHING TO HEADER •5' O.G. !.N. APA RATED SI•EATHIN6 5/5" MIN. 24 /O EXP. I APPROVED HOOKED END WOOD TO CONCRETE CONNECTORS • 24" WIDE PANELS I/2" CLEAR FROM PACE OF CONC. MIN.' [HORI2. SEE PLAN FOR SIL . . VERT• 0i4 • 10' oA� LATERAL RESTRAINT PANEL SHEAR WALL. PER PLAN I. 'Ui" mill I I I I , ad NAILS • 6 O.G. THROUGH 5K•EATHING INTO FRAMING M! SEE. ROOF SHEATHING ROOF FRAMINb MEMBER PER PLAN NALL TO ROOF TRANSI ,ER LAT!RAL ZETA I L 2 x BLOCKING 2x BLOCKING BETY -N STUDS (2) I6d NAILS • EACH STUD SILT 1/ Q A �. ? M I 2x SOLID 9LOC1:214G (4) I6d INTO BLOCKING lod•6' PER PLAN • FM PLAN (2) I6d • 5' O.G. U.N.O. PANEL ED5rE . i4T OONTI FRAMINs FghDERS ° 5•!^,4R VrkL1- SCPJEC FOR NAILING PATTERN SHEAR Y�ALL PER PLAN NO SCALE i FLOOR * EXT WALL TO WALL ;LA r"t'AILa LATERAL r,ETAIL 26 2X. TOP PLATE NOT TO SCALE X+di I:FiL�4Y:,'.'S- Nwix.ltiJ z w 00 co o co w -J N LL W 0 2 g Q iA _ ° I— Ili Z = I- Q Z I— 0 0I- W w .. 0 - Z 0 I- WQIDAN 1 1 t111 it, It! Kenton % A A "8 TO: Date PROJECT: • ( 1 044 Yid 4) r 60 • USIAITTED: WouDCRAFT INC. WFAERN 'foo‘tilui■lilNt•Pl1,11,11 \\■••av /-:)/ < ci WE PROPOSE TO FURNISH LABOR AND MATERIAL IN STRICT ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AS FOLLOWS: • • • SPECIFICATIONS -442? 4.69t 3 tn rillonts to Ds made NM PROPOSAL IS SUBMITTED IN DUPLICATE. THE RETURN TO US OF ONE COPY WITH YOUR SIGNATURE SHALL CONSTITUTE A CON. FIACT. ACCEPTED: By • • • • • -5? Pnont• • ()(111,1(11)r• tit I( )R1)\\ It;1(...) ti PROPOSAL AND CONTRACT zi • -3,o RECEIVED CITY OF TUKWILA AU( 2 2 2003 PE IT CENTER 100' 198' 1 5-14g ' APR -29 --2003 03:25 PM EDI•t I N a, KAREN BROADWELL 972 1362 3038 / 1 (ARCHITECTS NORTHWEST Lateral Analysis: 1997 UBC Attachment to Lateral Calculations for plan M2476A3FU- Revision consists of adding elevator to end of building, serving all three floors. This revision only affects the lateral calculations only in the line a y -y with increased wind loading and decreased shear walls. Calculations: new wind loads at a y -y: Upper: (9.5' x 10.5' x 15.35psf) = 1532# Main: (12' x 9' x 13.57psf) = 1446 #. Plus upper loads= 2997# Lower : (12' x 8' x 8.2psf) = 787 #. Plus upper loads = 3784#. Uplift calcualtions for holdown selection: Upper: use scheduled nailing for loads under 100pif Main: 149p1f X 8.083ft plate =1204#. Use HPAHD22 to foundation, or CS16 -36 floor to floor at pony wall. Lower: Use HPAHD22 at foundation under CS16 -36 straps at pony walls. General: Use P1 -6 shtg at elevator exterior walls. See plans below for locations: 18915 - 142ND AVE. N.E./ SUITE 100 L =8.67' +10.5' L =8.67' +10.5' L =8.67' +10.5' • Plan: M2475A3FU -2. Lateral Analysis: 7/23/02 Revision Date: 4/29/03 V = V = V = 12 0A4VO t' AIV M11,.4'' 96' NUM P.T. NAIL W/ 24.3 PIG•TTS • .-e,e OG.. GONG. LANDING • OM... 76p1f Use P1-6 149p11 Use P1-6 188plf Use P1-4 �P- iS p r I- WOODINVILLE, WA 98072 P.02 TO ,. F �- •4r6 P.T. POS •V <.e ; 6.2.0 MAIN �RAC _ ,It.• LO^ER UJiNO w4A443 I /ARCHITECTS Lateral Plan: M 7/2 - is: 3/02 N R T H W E S T Revision Date: 4/29!03 APR -29 -2093 03:25 PM EDWIN & KAREN BROADWELL 972 852 3038 Lateral Analysts: 1997 UBC Attachment to Lateral Calculations for plan M2475A3FU- Revision consists of adding elevator to end of building, serving all three floors. This revision only affects the lateral calculations only In the line a y -y with increased wind loading and decreased shear walls. Calculations: new wind loads at a y -y: Upper: (9.5' x 10.5' x 15.35psf) =1532# Main: (12' x 9' x 13.57psf) = 14464. Plus upper loads= 29974 Lower : (12' x 8' x 8.2psf) = 7874. Plus upper Toads = 3784#. Uplift calcualtions for holdown selection: Upper: use scheduled nailing for loads under 100pif Main: 1 49plf X 8.083ft plate = 12044. Use HPAHD22 to foundation, or CS16 -36 floor to floor at pony wall. Lower: Use t-IPAHD22 at foundation under CS16 -36 straps at pony walls. General: Use P1 -6 shtg at elevator exterior walls. See plans below for locations: 18915 - 142ND AVE. N.E./ SUITE 100 L= 8.67'+10.5' L= 8.67' +10.6' L= 8.67'+10.5' V= V = V= Me0oNTO TAR.. / ,Q't S 96' HIGH p:r. NA&L 16 2•.2 PIC•MT5 • 5.5/0' OG. LONG. L/WDIN• • 6TFPF 76p1f Use P1-6 149p11 Use P1.6 188p1f Use P1-4 P.92 3 � s c - Atg TA.BI1./AE► • 4*b P.T. P05 YV C.II M� TR1M MAIN �__ IL • LOMER WOODINVILLE, WA 98072 Zipper Zeman Associates Inc. Geotechnical and Environmental Consulting Jordans Western Woodcraft, Inc. 18836 - 102 Avenue Southeast Renton, Washington 98168 Attention: Mr. Daryl Jordan FILE Cg.r21-- CITY OF TU'KWtL APPROVED JUN 1 8 2503 11 A, Subject: Subsurface Exploration and Geotechnical Engineering Evaluation Slade Way Residential Development Tukwila, Washington Dear Mr. Jordan: J -630 April 19, 2000 CIT W/1.4 MAY 1 6 Z003 PERMI - LATER Zipper Zeman Associates, Inc. (ZZA) is pleased to present herein a copy of the above - referenced report. This report presents the results of our subsurface exploration and geologic reconnaissance study relative to foundation and construction considerations, as well as the City of Tukwila Sensitive Area designations for the project site. The purpose of the evaluation was to establish general surface and subsurface conditions at the site from which conclusions and recommendations regarding foundation design and construction considerations could be formulated, and to address sensitive area designations as defined by the City of Tukwila. The scope of our work consisted of field explorations, visual reconnaissance, geotechnical engineering analysis, and preparation of this report. Site grading plans were not available at the time that this report was prepared. For purposes of preparing this report, we have assumed that changes in existing site grades will be less than four feet. In the event of any changes in the nature, design, or location of the proposed structures, the conclusions and recommendations presented in this report should be reviewed and modified, if necessary, to reflect the changes. We recommend that ZZA be allowed the opportunity to review the plans and specifications for the project once they become available to determine that the recommendations presented herein have been properly interpreted with respect to this project. SITE AND PROJECT DESCRIPTION The project site is located on the south side of Slade Way, approximately to mile south of the intersection of South 160 Street and Slade Way in Tukwila, Washington. The site is currently undeveloped. The site is bordered to the north by Slade Way and to the south, east, and west by existing single - family residential developments. Site topography typically slopes gently downward to the east - northeast, with a steep northeast - facing slope adjacent to Slade Way. The gently sloping east - northeast facing slope encompasses the majority of the site and has slope 144 Railroad Avenue, Suite 211 Edmonds, Washington 98020 105 /eir (425) 771 -3304 Slade Way Residential L _ velopment J -630 Tukwila, Washington April 19, 2000 Page 2 inclinations from 5 to 20 degrees. The steeper northeast trending slope that fronts Slade Way has a horizontal extent on the order of 25 to 30 feet, a slope height of about 10 feet near the sites northeast corner to 20 feet near the sites northwest corner, and an average inclination of 35 z degrees. At the time of our site visit on January 14, 2000, we did not observe any surficial = ~ ponded water. , Z Based on conversations with Jordans Western Woodcraft Inc., we understand that only o 0 Lots 1 and 2 (see Figure 1) will be developed for residential construction. Therefore, this report cn ° provides geotechnical recommendations only for Lots 1 and 2, and the access road to these lots w from Slade Way. The geotechnical recommendations presented in this report are not applicable S u_ to residential construction on Lot 3 (see Figure 1). W g J We understand that the new residential structures on Lots 1 and 2 may incorporate full u height daylight basements. Finished floor elevations and grading plans were not available at the time of our evaluation. We anticipate that this project will require cuts to establish the access z road from Slade Way and building pad grades. We also understand that the project may include f- 0 a rockery -faced cut up to 4 feet deep along the west side of Lot 1. The proposed locations of the z houses on site, as well as the approximate locations of the explorations accomplished for this 2 study, are shown on the Site and Exploration Plan, Figure 1. 8 0— o I- GEOTECHNICAL EXPLORATION AND SUBSURFACE CONDITIONS w v u. 0 The subsurface exploration program conducted for this study consisted of completing , five test pit explorations across the site. Test pits TP -1 and TP4 were advanced near the top of cn the steep north - facing slope which fronts Slade Way. The remaining three test pits were o advanced within the gently sloping east - northeast facing slope, which comprises the remainder z of the site. Locating the test pit explorations was based upon the Site and Exploration Plan, Figure 1, and measuring from existing site features. The test pit explorations were completed to depths ranging from 8 to 13 feet below the existing ground surface. An engineering geologist from our firm monitored the test pit explorations and logged the soil conditions observed therein. Dynamic Cone Penetrometer tests were completed in general accordance with ASTM Special Publication No. 399 to assess relative soil density and consistency. The soil conditions revealed by the test pit explorations were relatively consistent with respect to soil type and density. In general, test pits TP -1 through TP -5 encountered approximately 6 inches of forest duff and silty sand topsoil containing a trace to some roots, fine organic material, and gravel. Below the topsoil, the explorations encountered interbedded sand with variable silt and gravel content, sandy silt, and clayey silt interpreted to represent recessional glacial outwash deposits to the total depth explored at 13 feet. In test pits TP -2 through TP -5, the recessional outwash deposits exhibited moderate weathering to a depth of 1.5 to 3.5 feet and were in a very loose to medium dense condition. The weathered zone in test pit TP -1 extended to a depth of 5 feet below existing grade and was in a loose to medium dense 19231— 36ty Avenue W., Suite B201 Zipper Zeman Associates, Inc. Lynnwood, Washington 98036 (425) 771-3304 FTC Slade Way Residential Development J -630 Tukwila, Washington April 19, 2000 Page 3 condition to 3 feet and a medium stiff condition from 3 to 5 feet below existing grade. Below the weathered zone, the recessional glacial outwash deposits were encountered in a medium dense to dense condition. Perched groundwater seepage was encountered at multiple levels between 1 and 11 feet below existing grade in all five of the test pits at the time of exploration. Perched groundwater develops where infiltration of surface water is impeded by low permeability silty soils. The interbedded nature and variable fines content of the on -site recessional glacial outwash deposits are conducive to the development of perched groundwater conditions. Perched groundwater conditions can saturate near surface soils rendering them difficult to work with during wet periods. Site soil moisture conditions and the presence of perch groundwater will depend upon season, precipitation, site utilization, and other on- and off -site factors. Soil descriptions presented in this report are based on the subsurface conditions encountered at the specific test pit locations across the site. Variations in subsurface conditions may exist between the exploration locations. The nature and extent of variations between the explorations may not become evident until construction. If variations then appear, it may be necessary to reevaluate the recommendations presented in this report. CONCLUSIONS AND RECOMMENDATIONS We anticipate that the proposed development of Lots 1 and 2 will utilize wood frame construction above reinforced concrete, cast -in- place, foundations and concrete slab -on -grade floors. We understand that the residential structures may incorporate full height daylight basements. Sensitive Area Considerations The firm of Shannon & Wilson completed a geotechnical review of the subject site on behalf of the City of Tukwila in 1995. The results of this review are presented in a letter from Shannon & Wilson to the City of Tukwila dated June 26, 1995 regarding "Geotechnical review of proposed single - family residence development, 5305 Slade Way, Tukwila, Washington ". The property located at 5305 Slade Way essentially corresponds directly to Lots 1 and 2 of the proposed Slade Way residential development which is the subject of this geotechnical report. We understand that the firm of Shannon & Wilson has extensive experience with the stability of the slopes in the site vicinity. Shannon & Wilson has apparently studied the stability of the slopes in this area in great detail and has been involved with a number of projects in the area. The June 26, 1995 Shannon & Wilson letter provides that following observations "...no evidence of landsliding or landslide deposits was observed on the Martin property or on the slope between the property and Slade Way during our reconnaissance. However, the north shoulder of 19231 -36ty Avenue W., Suite B201 .+,..r �>i' •.1.- ,,.A' .i�,w4.`.Wi�� yuAi.'t:.u: {:..in.: iw.`ti�3'.0 i:.'.i.. . ✓L. Zipper Zeman Associates, Inc. Lynnwood, Washington 98036 (425) 771.3304 11WF?1ot 1� o M!igq..'rmwre• bY�= Slade Way Residential Development Tukwila, Washington J -630 April 19, 2000 Page 4 Slade Way directly below the property has experienced repeated minor slippage in recent years, and has required pavement repair by the City on multiple occasions. Based on our review, the Martin property does not appear to fit well within the definitions of the various classes of areas of potential geologic stability, as defined by the Tukwila Municipal Code. The slope leading from Slade Way to the property is probably a Class 3 area because of the moderately steep slope. Regardless of the classification of these areas, however, it should be recognized that the Martin property is located in the immediate vicinity of areas where significant landsliding has occurred." The Shannon & Wilson letter continues "To the east and directly downslope from the Martin property, the moderately steep slope appears to be considerably more stable than the area north of Slade Way, and does not appear to have been involved in major landsliding. Nevertheless, geotechnical investigations in the mid- 1980's specified fairly rigorous design recommendations for the Silverview Development, particularly with respect to excavation and permanent dewatering requirements to enhance the slope stability of the area." The following conclusion is presented in the Shannon & Wilson letter "The Martin property does not appear to be within an area that has been directly affected by landsliding. The deep - seated landsliding and subsequent shallow landslides that have occurred to the north of Slade Way appear to have terminated a short distance to the north of this property. It appears to be more likely that the geologic conditions that control the slope stability of the Martin property are similar to the geologic conditions directly downslope to the east of the site in the Silverview Development." Observations were made regarding the surface conditions at the site during the current geotechnical investigation. In addition, five test pits were completed to explore shallow subsurface conditions. Based on the results of this effort, it is our opinion that the site conditions which we observed are consistent with those described in the Shannon & Wilson letter dated June 26, 1995. Further, it is our opinion that the evaluation of site stability presented in the referenced Shannon & Wilson letter appears to be appropriate and consistent with the site specific conditions observed in this study. Site Preparation We anticipate that this project will require cuts to establish the access road from Slade Way and building pad grades. We also understand that the project may include a rockery faced cut up to 4 feet deep along the west side of Lot 1. Site preparation should include the removal of all vegetation, root mass, organic soils, existing structures, undocumented fill material (if any), and any deleterious debris from building and paving areas, or those locations where "structural fill" is to be placed. Preparation for site grading and construction should begin with procedures intended to drain any ponded water and control surface water runoff. It will not be possible to successfully utilize on -site soils as "structural fill" if accumulated water is not drained prior to grading, or if drainage is not controlled during construction. Attempting to grade the site without 19231— 36ty Avenue W., Suite B201 Zipper Zeman Associates, Inc. Lynnwood, Washington 98036 :.111 xutr+!�"�x�lu *,nvcs: uN`�Y'+.'1f5'M7. SN[%l+�ikY1244 (425) 771-3304 Slade Way Residential Development Tukwila, Washington adequate drainage control measures will reduce the amount of on -site soil effectively available for use, increase the amount of select import fill materials required, and ultimately increase the cost of the earthwork and foundation construction phases of the project. Following clearing and grubbing, organic -rich silty sand and sandy silt topsoil will need to be stripped in the building and pavement areas, as well as those areas to receive structural fill. Topsoil thickness is anticipated to be on the order of 6 inches in these areas. Localized areas of deeper organics, such as root systems, may be encountered within the project site and should likewise be removed. Any excavations that extend below finish grades should be backfilled with structural fill as outlined subsequently in this report. In our opinion, the topsoil is not suitable for reuse as structural fill and should therefore be exported from the site or used for landscaping purposes. After stripping of the topsoil is completed, the exposed soils will generally consist of silty sand with varying amounts of gravel. After stripping, and prior to placement of structural fill, we recommend that foundation, floor subgrade, sidewalk, pavement, and areas to receive structural fill be proofrolled and compacted to a firm and unyielding condition in order to achieve a minimum compaction level of 95 percent of the modified Proctor maximum dry density as determined by the ASTM: D -1557 test procedure. Due to the silty nature of the near - surface soils, proofrolling and adequate compaction can only be achieved when the soils are within approximately ± 3 percent of the optimum moisture content. Soils which appear firm after stripping may be proof - rolled with a heavy compactor, loaded double -axle dump truck, or other heavy equipment. Areas where loose surface soils exist due to grubbing and stripping operations should be considered fill to the depth of the disturbance and treated as subsequently recommended for structural fill placement. The need for or advisability of proofrolling due to soil moisture conditions should determined at the time of construction. We recommend that a representative of our firm observe the soil conditions prior to and during proofrolling to evaluate the suitability of stripped subgrades prior to fill placement. Earthwork may be difficult or impossible during periods of elevated soil moisture and wet weather due to the moisture sensitive nature of the fined grained soils. Excavated site soils may not be reusable as structural fill depending on the moisture content and weather conditions at the time of construction. If soils are stockpiled for future reuse and wet weather is anticipated, the stockpile should be protected with plastic sheeting that is securely anchored. If on -site soils become unusable, it may become necessary to import clean, granular soils to complete wet weather site work. Subgrade soils that become disturbed due to elevated moisture conditions should be overexcavated to reveal firm, non - yielding, non - organic soils and backfilled with compacted structural fill. We recommend that the earthwork portion of this project be completed during extended periods of dry weather if possible. If earthwork is completed during the wet season (typically November through May) it may be necessary to take extra precautionary measures to protect subgrade soils. Wet season earthwork may require additional mitigative measures beyond that which would be expected during the drier summer and fall months. This could 19231 •- 36ty Avenue W., Suite B201 Zipper Zeman Associates, Inc. Lynnwood, Washington 98036 �+..Ali�:; % , - „ � iia:: : ixL v u+; �i � y, i. uC:. iT. w' Xdsi�1� 'tai,�C•'sfvi"�3�A:dt'Lr "co�.asr J -630 April 19, 2000 Page 5 (425) 771.3304 Slade Way Residential Development J -630 Tukwila, Washington April 19, 2000 Page 6 include diversion of surface runoff around exposed soils, draining of ponded water on the site, and collection and rerouting of groundwater seepage from upgradient on- and off -site sources. Once subgrades are established, it may be necessary to protect the exposed subgrade soils from z construction traffic. Placing 2 to 4 inch quarry spalls, crushed recycled concrete, or clean pit -run sand and gravel over these areas would further protect the soils from construction traffic. !— w Materials considered suitable for subgrade protection are described in the following sections of the 1998 WSDOT /APWA Standard Specifications for Road, Bridge, and Municipal vo Construction: cn 0 J H u O 2 u a _ ~w Z = � Z 1— U All fill material placed in building, pavement, and non - landscaped areas should be placed o l— in accordance with the recommendations herein for structural fill. Prior to placement, the w w surfaces to receive structural fill should be prepared as previously described. All structural fill should be free of organic material, debris, or other deleterious material. Individual particle size — 0 should be less than 6 inches in maximum dimension. v P. 0 9- 03.9(1) Ballast* 9- 03.9(3) Base Course* 9 -03.11 Recycled Portland Cement Rubble* 9 -03.18 Foundation Materials Class C* * These material specifications should be modified so that the percent passing the U.S. No. 200 sieve is less than 5 percent based upon the fraction passing the U.S. No. 4 sieve. Structural Fill Structural fill should be placed in lifts no greater than 8 inches in loose thickness and each lift should be compacted to at least 95 percent of the modified Proctor maximum dry density as determined by the ASTM:D -1557 test procedure. We recommend that a geotechnical engineer, or his representative, be present during grading so that an adequate number of density tests may be conducted as structural fill placement occurs. In this way, the adequacy of the earthwork may be evaluated as it proceeds. In the case of roadway and utility trench filling and wall backfilling in municipal rights -of -way, the backfill should be placed and compacted in accordance with current local codes and standards. Permanent fill slopes should be constructed no steeper than 2H:1 V. If the slopes are exposed to prolonged rainfall before vegetation becomes established, the surficial soils will be prone to erosion and possible shallow sloughing. Surficial repairs, such as armoring affected areas with quarry spalls, may be necessary until vegetation is established. Where the existing ground surface slopes more than 5H:1V beneath proposed fills, the fill should be keyed and benched in suitable native soils per the minimum requirements of UBC, Volume 1, Section 33.3.2, Preparation of Ground. We recommend that all benches be at least 8 feet wide. 19231— 36ty Avenue W., Suite B201 Zipper Zeman Associates, Inc. Lynnwood, Washington 98036 (425) 771 -3304 z Slade Way Residential Development Tukwila, Washington J -630 April 19, 2000 Page 7 The suitability of soils for structural fill use depends primarily on the gradation and moisture content of the soil when it is placed. As the amount of fines (that soil fraction passing the U.S. No. 200 sieve) increases, soil becomes increasingly sensitive to small changes in moisture content and adequate compaction becomes more difficult, or impossible, to achieve. z Generally, soils containing more than about 5 percent fines by weight (based on that soil fraction i w passing the 3/4 -inch sieve) cannot be compacted to a firm, non - yielding condition when the re ui moisture content is more than a few percent from optimum. The optimum moisture content is v that which yields the greatest soil density under a given compactive effort. o 0 At the time of the subsurface evaluation, the site soils disclosed by the explorations ti appeared to have moisture contents above their optimum moisture content relative to their CD u- wo possible use as structural fill. However, soil moisture conditions should be expected to change 2 throughout the year. Most of the site soils contain a significant fine-grained fraction. g z Consequently, use of the on -site soil as structural fill will require that strict control of the N moisture content be maintained during the grading process. Selective drying of over - optimum = W moisture soils may be achieved by scarifying or windrowing surficial materials during dry z 1 weather. Soils which are dry of optimum may be moistened through the application of water and z o thorough blending to facilitate a uniform moisture distribution in the soil prior to compaction. 111 j D o In the event that inclement weather or wet site conditions prevent the use of on -site soil o or non - select material as structural fill, we recommend that a "clean", free - draining pit -run sand a I-- and gravel be used. Such materials should generally contain less than 5 percent fines, based on i v that soil fraction passing the % -inch sieve, and not contain discrete particles greater than 6 inches u, FE-5 in diameter. It should be noted that the placement of structural fill is, in many cases, weather- iii z dependent. Delays due to inclement weather are common, even when using select granular fill. o i We recommend that site grading and subsurface utility work be scheduled for the drier months, if o F- at all possible. Z Temporary and Permanent Cut Slopes Temporary slope stability is a function of many factors, including the following: 1. The presence and abundance of groundwater; 2. The type and density of the various soil strata; 3. The depth of cut; 4. Surcharge loadings adjacent to the excavation; 5. The length of time the excavation remains open. It is exceedingly difficult under the variable circumstances to pre - establish a safe and "maintenance -free" temporary cut slope angle. Therefore, it should be the responsibility of the contractor to maintain safe slope configurations since the contractor is continuously at the job site, able to observe the nature and condition of the cut slopes, and able to monitor the subsurface materials and groundwater conditions encountered. It may be necessary to drape temporary slopes with plastic or to otherwise protect the slopes from the elements and minimize sloughing 19231 — 36ty Avenue W., Suite B201 Zipper Zeman Associates, Inc. Lynnwood, Washington 98036 (425) 771-3304 • °;S «!:`:i�':h"i;7:1G+�cri l "u' ✓.�.i',' �t�'tis :i�. .,.widcr 'r1, e +'.. K:7:tq , Slade Way Residential Development Tukwila, Washington and erosion. We do not recommend vertical slopes or cuts deeper than 4 feet if worker access is necessary. The cuts should be adequately sloped or supported to prevent injury to personnel from local sloughing and spalling. The excavation should conform to applicable Federal, State, and local regulations. According to Chapter 296 -155, Part N, Excavation Trenching and Shoring, of the Washington Administrative Code (WAC), it is our opinion that the soils encountered on site would be classified as Type C soils due to the moderate amount of perched water seepage observed at multiple levels within the explorations. According to the Code, excavations less than 20 feet deep in Type C soils may be cut at a maximum temporary slope angle of 33.5 degrees (1- 1/2 H: IV). We recommend that temporary cuts exposed to inclement weather be covered with sheet plastic to reduce the risk of erosion and destabilization. We recommend that permanent slopes be designed at a 2H :1V inclination or flatter. It has been our experience that permanent slopes steeper than 2H: IV will tend to ravel and slough to a flatter inclination over time. In addition, with the steeper slopes, topsoil erodes readily, and it is more difficult and takes longer to establish vegetation for slope protection. Shallow Foundations All footings should be founded within the medium dense to dense on -site soils, or within compacted structural fill which is placed above a stripped and properly prepared subgrade. Medium dense to dense on -site soils were encountered at depths ranging from 1.5 to 5 feet below existing site grades with an average depth to bearing soils around 3 feet. Footings should not be founded on or within loose or disturbed native or fill soil, topsoil, or existing undocumented fill material if it is disclosed during site grading, unless it has been evaluated by the geotechnical engineer. Continuous or column footings may be designed for a maximum allowable bearing pressure of 1,500 psf. Foundation members founded within structural fill compacted to 95 percent relative density (ASTM:D -1557) may also utilize a maximum allowable bearing pressure of 1,500 psf. A one -third increase of these bearing pressures may be used for short-term wind or seismic loading. For building and retaining wall foundations, we recommend using an allowable base friction value of 0.30 and a maximum allowable passive resistance of 200 pcf for those foundations embedded at least 18 inches below finish grades. Exterior footings should extend at least 18 inches below adjacent grade for frost protection, while interior footings should extend at least 12 inches below adjacent grade. We also recommend that all foundations be set back at least 5 feet horizontally from the face of any slope. This distance should be measured from the side of the footing horizontally to the slope face. We recommend that all continuous and isolated footings be at least 15 and 18 inches in width, respectively. We estimate that the total settlement of foundation members founded within the medium dense and dense silty sand soils may approach 1 inch. Differential settlement of foundations founded within the same soil type could approach '/2 inch. Settlements would occur elastically as the loads are applied. If possible, we recommend that the foundation elements be placed within the same soil type to minimize the magnitude of possible differential settlement. It should be 19231— 36ty Avenue W., Suite B201 Zipper Zeman Associates, Inc. Lynnwood, Washington 98036 J -630 April 19, 2000 Page 8 (425) 771-3304 Slade Way Residential De.,:lopment Tukwila, Washington Slab -On -Grade Floors 19231— 36ty Avenue W., Suite B201 Zipper Zeman Associates, Inc. Lynnwood, Washington 98036 J -630 April 19, 2000 Page 9 noted that differential settlement could approach the total settlement values if adjacent footings are founded on different bearing strata. At the time this report was written, final design information regarding foundation or floor grades was not available. Consequently, we cannot z comment conclusively regarding the anticipated bearing conditions of foundations at specific locations. Foundation settlement is oftentimes a function of the condition of the footing excavation subgrade. Footing excavations should be free of loose or soft soil, slough, debris, or water prior to pouring footing concrete. v o The high sensitivity of the silty site soils to disturbance may require that the footing excavations be covered with a lift of crushed rock or a lean concrete "mud mat" to minimize cn w disturbance of the bearing surface during construction in wet weather. Under no circumstances w o should footings be cast atop loose or soft soil, slough, debris, or surfaces bearing standing water. rt We recommend that a qualified geotechnical engineer, or his representative, from our firm u_ observe the condition of the footing subgrades prior to pouring concrete, or a lean concrete mud a a mat, in order to verify that the bearing soils are undisturbed and that conditions are consistent Z with the recommendations contained within this report. -- F- o zF— We recommend that the structures be protected by a perimeter footing drain. The drain ? o should consist of a minimum 4 -inch diameter perforated pipe embedded in at least a 24 -inch o wide zone of clean, free - draining granular material, such as pea gravel. Footing drains should be o'- directed toward appropriate storm water drainage facilities and not onto the slope to the north. = v Roof drains should not be connected to the footing drains. F- 1= u .. w � _ F- Slab -on -grade floor subgrades should be prepared in accordance with the previous site z preparation recommendations. The slab -on -grade should be founded on prerolled or compacted native ground or structural fill. The upper 1 -foot of native soils, and all structural fill, should be compacted to a minimum of 95 percent of the modified proctor maximum dry (ASTM:D - 1557). We recommend that the slab be underlain by a minimum 4 -inch thickness of washed rock, pea gravel, or crushed rock containing less than 3 percent fines passing the U.S. No. 200 sieve, based on the portion passing the % -inch sieve, with at least 30 percent retained on the U.S. No. 4 sieve. This granular fill is intended to serve as a capillary break and working surface. An impervious moisture barrier should also be placed between the capillary break and floor slab. Depending on the elevation of the floor slabs, it may be necessary to install an underslab drainage system below on -grade floor slabs. We recommend that the underslab drainage system consist of at least 12 inches of structural fill consisting of free- draining (less than 3 percent fines) coarse sand and gravel. To discharge water which tends to collect in the zone of structural fill, we recommend that a system of 4 -inch diameter perforated drainage pipe be installed in trenches which extend below the zone of free - draining structural fill. These trenches should be at least 12 inches deep and backfilled with the free - draining coarse sand and gravel. The perforated drain pipe should have a maximum center to center spacing of 25 feet and should be sloped to drain to a suitable discharge. Cleanouts should be provided for the perforated drain pipe. We (425) 771-3304 Slade Way Residential Development J -630 Tukwila, Washington April 19, 2000 Page 10 recommend that the requirement for an underslab drainage system be further evaluated by our firm once additional information is available regarding the floor slab elevations. In floor slab areas where moisture sensitive floor coverings are planned, an impermeable membrane (e.g. polyethylene sheet) should be placed over the underslab drainage system to reduce the migration of moisture vapor through the concrete slab. The impermeable membrane should be protected by two inches of fine, moist sand placed both above and below the membrane. The sand cover should .provide protection for the membrane and should promote uniform curing of the slab concrete. The sand cover should be moistened and tamped prior to slab placement. Backfilled Walls All backfill placed behind walls or around foundation elements should be placed in accordance with our recommendations for structural fill. The following recommended earth pressures, presented as equivalent fluid weights, are based on the assumption of a uniform level backfill with no buildup of hydrostatic pressure behind the wall. To minimize lateral earth pressures and prevent the buildup of hydrostatic pressures, the backfill within 24 inches of the wall should contain less than 5 percent fines, based on that portion passing the 3 /4 -inch sieve, coupled with a perforated pipe drain placed at the base of the wall backfill, similar in configuration to that described for the perimeter footings. The upper 1 -foot of the wall backfill should consist of a low permeability silty soil and be sloped away from the wall in order to reduce the potential for surface water infiltration behind the wall. If the backfilled walls are structurally restrained from lateral movement at the top, we recommend that they be designed for an "at- rest" equivalent fluid weight of 55 pounds per cubic foot (pcf). If the tops of the walls are free to move laterally in an amount equal to at least 0.1 percent of the wall height during placement of backfill soils, they may be designed for an "active" equivalent fluid weight of 35 pcf. Surcharges due to sloping ground, adjacent footings, vehicles, construction equipment, etc., must be added to these values. The above equivalent fluid pressures assume that the backfill is compacted to approximately 90 percent of the modified Proctor maximum dry density. Additional compaction adjacent to the wall will increase the earth pressure, while a lesser degree of compaction could permit post construction settlements. Utility trenches constructed for this project may act as French drains by intercepting perched groundwater seepage. Some of these utility trenches may lead to the proposed houses and subject them to additional moisture. Therefore, it is highly recommended that the backfill within 24 inches of the wall should contain less than 5 percent fines, based on the portion passing the 3 /4 -inch sieve as recommended herein. Additionally, footing drains should be constructed at elevations below all wall penetrations and preferably at footing elevations. Drainage 19231— 36ty Avenue W., Suite B201 Zipper Zeman Associates Inc. Lynnwood, Washington 98036 (425) 771.3304 Slade Way Residential Development Tukwila, Washington To improve site stability and prevent surficial erosion, we recommend that all roof, footing, rockery, and retaining wall subsurface drains be tightlined to an approved storm drainage system and not discharged on any existing site slopes or the existing slope located north of Slade Way. Seismic Criteria Figure 16 -2 presented in the 1997 Uniform Building Code classifies the subject site as being within Seismic Zone 3. Based on the subsurface conditions encountered at the site and published geologic literature, it is our opinion that a Soil Profile Type of SD be used to describe the average properties within the upper 100 feet of soil beneath the site This designation describes soils that are considered stiff with a shear wave velocity of 600 to 1,200 feet per second, Standard Penetration Test values between 15 and 50, and undrained shear strength of 1,000 to 2,000 psf. Construction Considerations The native soils that will be exposed upon completion of stripping contain a significant percentage of fine- grained particles. These silty soils are susceptible to disturbance, particularly when wet. We recommend that the contractor make every effort to minimize disturbance of stripped surfaces. These efforts may include directing surface water away from open excavations and the placement of a crushed rock or concrete mud slab surface in the footing trench excavations. If site work is accomplished in wet weather, the placement of clean sand and gravel below paved areas would promote future drainage and improve subgrade support. In addition, vehicle traffic over wet subgrades or prepared areas should be minimized. Application of these measures will reduce the likelihood of additional overexcavation of disturbed soils and associated costs for export and import will be reduced. CLOSURE 19231— 36ty Avenue W,, Suite B201 Zipper Zeman Associates Lynnwood, Washington 98036 J -630 April 19, 2000 Page 11 The conclusions and recommendations presented in this report are based on the explorations accomplished for this study. The number, location, and depth of the explorations for this study were completed within the site and scope constraints of the project so as to yield the information necessary to formulate our recommendations. The integrity and performance of the foundation systems at this site depend greatly on proper site preparation and construction procedures. Field judgement by a qualified engineer will be necessary in order to determine the adequacy of the site drainage and foundation support systems. Therefore, because of our familiarity with the site soils, we recommend that Zipper Zeman Associates, Inc. be retained to provide geotechnical engineering services during the earthwork and foundation construction phases of the project. If variations in the subsurface conditions are observed at the time of construction, we would be able to provide additional geotechnical engineering recommendations to the contractor and owner in a timely manner as the project construction progresses. If other engineering or soil inspection firms are used during (425) 771 -3304 :;.Y.?iL'�;dsur`s;.::b�r;,.�u,' ;a�s!uyydx:" ":wir•` i&sta.+ilaic:uiv�. "j:t3, " 'NYSN! p �r� h "tn+yea.aee_. ,�;;;�. Jl:ta;`+:iG:'.:iz:. Slade Way Residential Development J -630 Tukwila, Washington April 19, 2000 Page 12 earthwork, we recommend that the transfer of responsibility be completed in accordance with Volume 1, Section 3317.9 of the Uniform Building Code. We appreciate this opportunity to be of service to you, and would be pleased to discuss the contents of this report or other aspects of the project with you at your convenience. EXPIRES 4/3/2002 1 J Enclosures: Figure 1— Site and Exploration Plan Test Pit Explorations TP -1 through TP -5 19231— 36ty Avenue W., Suite B201 Respectfully submitted, Zipper Zeman Associates, Inc. James P. Georgis Staff Geologist James B. Thompson, P.E. Principal Zipper Zeman Associates, Inc. Lynnwood, Washington 98036 (425) 771 -3304 Site and Exploration Plan taken from Site Plan prepared by Artistic Drafting Design, dated 6/18/99. • • TP - Test pit number and approximate location. (80) Site specific ground surface elevation in feet. 0 ZZA site specific benchmark arbitrarily set at elevation 100 feet on Slade Way finished grade elevation. LOT 2 ZIPPER ZEMAN ASSOCIATES INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTING PROJECT NO. 3-630 DATE: MAY 2000 DRAWN BY: JPG SCALE: 1" d 40' 40 END 20 SCALE IN FEET SITE AND EXPLORATION PLAN FIGURE 1 . 40 SLADE WAY RESIDENTIAL DEVELOPMENT TUKWILA, WASHINGTON ZI'' -ER ZEMAN ASSOCIATF`' INC. 19231 36 Ave. W. Suite 13201, Lynnwood, Washington +�.:.:: ':In::: }..:i::�: u.. }......... . t..:.: a:;. ��.' Yw. C. �i+ wl.. i .4.ii';�ii:�x..:i:.,...�a.wia.i .u+.•dir+%„a+..u�i..51.::urLw.. Test Pit TP -1 Project: Slade Way Residential Development Project No: J -630 Date Excavated 1/14/2000 Location: See Site And Exploration Plan, Figure 1. Site Specific Elevation: 113 Feet. Depth (ft) Material Description Sample N %M Testing Very loose, wet, dark brown, silty SAND with some roots and ''... \ fine organic material. (Topsoil) Loose to medium dense, wet grading to saturated at 2.5 feet, mottled light brown, silty SAND with trace to some gravel and trace cobbles. (Recessional Glacial Outwash) 2 10 4 Medium stiff, wet, mottled gray brown, clayey SILT with some sand. Slight to moderate iron oxide staining. (Recessional Glacial Outwash) 3 6 Medium dense, moist grading to saturated at 8 feet, gray, fine to medium SAND with trace to some silt. (Recessional Glacial Outwash) Medium dense, moist to wet, gray, thinly interbedded, silty fine SAND and fine SAND with trace silt. (Recessional Glacial Outwash) 14 8 10 12 Test pit terminated at 12 feet on 1/14/2000. Perched groundwater seepage observed at 2.5 and 8 feet below existing ground surface at time of excavation. Moderate caving observed at saturated zones. Note: N� Dynamic Cone Penetration Test blow count per ASTM Special Technical Publication No. 399 • 14 16 18 ZI'' -ER ZEMAN ASSOCIATF`' INC. 19231 36 Ave. W. Suite 13201, Lynnwood, Washington +�.:.:: ':In::: }..:i::�: u.. }......... . t..:.: a:;. ��.' Yw. C. �i+ wl.. i .4.ii';�ii:�x..:i:.,...�a.wia.i .u+.•dir+%„a+..u�i..51.::urLw.. ZIFIRER ZEMAN ASSOCIATE" INC. 19231 36 Ave. W. Suite 13201, Lynnwood, Washington ; .,6 Test Pit TP -2 Project: Slade Way Residential Development Project No: J -630 Date Excavated: 1/14/2000 Location: See Site And Exploration Plan, Figure 1. Site Specific Elevation: 123 Feet. Depth (ft) Material Description Sample N %M Testing Very loose, wet, dark brown, silty SAND with some fine organic material and trace fine roots. (Topsoil) Loose to medium dense, wet grading to saturated at 1.2 feet, '., orange brown, silty fine to medium SAND. (Recessional Glacial Outwash) Medium dense to dense, wet to saturated, gray brown, gravelly SAND with some silt and trace cobbles to silty, gravelly SAND with trace to some cobbles. (Recessional Glacial Outwash) 2 4 25 6 8 10 12 Testpit terminated at 12 feet on 1/14/2000. Slight perched groundwater seepage observed at 1.2, 5, 7, and 11 feet below existing ground surface at time of excavation. Slight caving observed at saturated zones. • 14 16 18 Note: N, Dynamic Cone Penetration Test blow count per ASTM Special Technical Publication No. 399 ZIFIRER ZEMAN ASSOCIATE" INC. 19231 36 Ave. W. Suite 13201, Lynnwood, Washington ; .,6 ZIVER ZEMAN ASSOCIATE INC. 19231 36 Ave. W. Suite 13201, Lynnwood, Washington . .36 Test Pit TP -3 Project: Slade Way Residential Development Project No: 3-630 Date Excavated: 1/14/2000 Location: See Site And Exploration PIan, Figure 1. Site Specific Elevation: 129 Feet. Depth (ft) Material Description Sample N %M Testing Very loose, wet, dark brown, silty SAND with some fine ` °..,� organic material. (Topsoil) Very loose to loose, wet grading to saturated at 3 feet, orange brown, fine to medium SAND with trace to some silt. (Recessional Glacial Outwash) Medium dense grading to dense, moist to saturated, gray brown, silty SAND with some gravel and trace cobbles. (Recessional Glacial Outwash) • 2 6 4 6 8 Test pit terminated at 8 feet on 1/14/2000. Slight perched groundwater seepage observed at 3 and 6 feet below existing ground surface at time of excavation. Note: N0 Dynamic Cone Penetration Test blow count per ASTM Special Technical Publication No. 399 10 12 • 14 16 18 ZIVER ZEMAN ASSOCIATE INC. 19231 36 Ave. W. Suite 13201, Lynnwood, Washington . .36 ZP-VER ZEMAN ASSOCIATV INC. 19231 36T" Ave. W. Suite 13201, Lynnwood, Washington N Test Pit TP -4 Project: Slade Way Residential Development Project No: J -630 Date Excavated. 1/14/2000 Location: See Site And Exploration Plan, Figure 1. Site Specific Elevation: 120 Feet. Depth (ft) Material Description Sample N %M Testing Very loose to loose, wet, brown, silty SAND with some fine `'••.., organic material. (Topsoil) Loose grading to medium dense, wet grading to saturated at 3.5 feet, mottled gray brown, silty SAND with some gravel and trace cobbles. Moderate iron oxide staining. (Recessional Glacial Outwash) Medium dense, moist grading to saturated at 10.5 feet, gray, thinly bedded, fine to medium SAND with trace gravel. Slight iron oxide staining. (Recessional Glacial Outwash) 2 18 4 14 6 8 • 10 12 Medium dense, moist, light gray, thinly bedded, silty fine SAND to fine sandy SILT. (Recessional Glacial Outwash) • 14 Test pit terminated at 13 feet on 1/14/2000. Slight perched groundwater seepage observed at 3.5 and 10.5 feet below existing ground surface at time of excavation. Note: N0 Dynamic Cone Penetration Test blow count per ASTM Special Technical Publication No. 399 16 18 ZP-VER ZEMAN ASSOCIATV INC. 19231 36T" Ave. W. Suite 13201, Lynnwood, Washington N -- Test Pit TP -5 Project: Slade Way Residential Development Project No: J -630 Date Excavated: 1/14/2000 Location: See Site And Exploration Plan, Figure 1. Site Specific Elevation: 120 Feet. Depth (ft) Material Description Sample N %M Testing Very loose to loose, wet, brown, silty SAND with some fine `'�•.,, organic material. (Topsoil) Loose to medium dense, moist to saturated, mottled gray brown, silty SAND with some gravel and trace cobbles. Moderate iron oxide staining. .' \. (Recessional Glacial Outwash) Medium dense to dense, moist to saturated, gray brown, silty SAND with some gravel and trace cobbles. (Recessional Glacial Outwash) 2 4 6 8 10 Medium dense, moist to wet, light gray, thinly bedded, silty fine SAND. (Recessional Glacial Outwash) 12 Test pit terminated at 12 feet on 1/14/2000. Slight perched groundwater seepage observed at 2, 4, and 7 feet below existing ground surface at time of excavation. Note: N Dynamic Cone Penetration Test blow count per ASTM Special Technical Publication No. 399 • 14 16 18 ZIP-ER ZEMAN ASSOCIATE' INC. • 19231 36 Ave. W. Suite 13201, Lynnwood, Washington : 6 20020424000188 Document Title(s) (or transactions contained therein) (all -areas applicable to your document • • 1 Uttlrty Easement must be filled in) Reference Numbers (s)of Documents assigned or released. 5379200200 :• Additional reference #'s on'page °' of document Grantor(s) (Last name first; theniftrst,name 'and initials) 1 HIGHLINE WATER DISTRICT ' .' 2 ,� 3 ,,af' > _ Additional names on page of document x.,.. .. 7 ., •1:,. Grantee(s) (Last name first, then first name and initials) h ' f = , ,•{ ' 1 Jordan Western Woodcraft, Inc -` 1 2 Jordan, Daryl, President 3 `'' •, 4 [� Additional names on page of document / -' cr n, c Ti ED MA Y k w / 1 6 2003 pi Legal description (abbreviated 1 e lot, block, plat or section, township, range) NW 26 -23 -04 C • © Additional legal Is on page 1 of document Assessor's Property Tax Parcel/Account Number In Assessor Tax # not yet assigned. r The Auditor /Recorder will rely on the lnf9 mation provided on the form The staff will not read the document to verify the accuracy or completeness,ofthe ificiexiriginformation provided herein M S S Return Address: HIGHLINE WATER DISTRICT P 0 .BOX3867 23828.30 S KENT, WA 98032 CIibPDF - www.fastio.com 20020424000188 HIGHLINE WATER LEAS 12 00 PAGE 001 OF 004 04/24/2002 00:41 KING COUNTY, IJA F 1FREE4ALUConstruction Serv,ces DepllForrns\Dev ExrixC- Recorder's Cover Siceet- 1 eXTEN fit f p ( y4 'Y•x. Please print or type tnforniatlon WASHINGTON STATE RECORDER'S Cover Sheet (RCW 65 04) • TAX NOT REQUIRED Kinp cr R • • roe Dlvl on ; r'0.. �.• x•° Deputy J / ` 1 , / / f H WATER DISTRICT --J D•c' -6 J r�/� -ile - , �JVTILITY EASEME T / ` ✓�rd 0 CA24 27;1, •.The Grantor,... /.) / D * (Day V . does hereby grant to H, ighline Water District, King County, Washington, a municipal corporation, Grantee, its successors and assigns, an easement and nght -of -way over, through, under, across, upon and in the following - described property an•situated'in "the City of SeaTac, King County, Washington, to-wit CIibPDF - www.fastio.com That portion of the northwest quarter of the northwest quarter of Section 26, Township 23 North, Range 4 East, W M , in King County, Washington, described as follows: Commencing at the west quarter corner of said section, F • T hence along the westerly line of said North 1°03'56" East 1600 feet; /Thence South•88 °03'22" East 874 feet to - the true. POINT OF BEGINNING of the tract of °•:::.land' herein described, Thence:North 88 °03'22''West 210 feet to the east line of the plat of Tukwila Terrace, according to"the,plat in Volume 71 of Plats, page 100, in King County, Washington;'` Thence North 1°03'56" East along said easterly line and its northerly extension 1401 feet to the southwesterly line'of Slade: Way.. as conveyed to the City of Tukwila by deed recorded under Recording :No 5344869 Thence southeasterly along said,southwestery'road;,margin to a point which lies North 1 °03'56" East of the true POINT OF BEGINNING Thence South 1°03'56" West to the true POINT. OF-BEGINNINGc ;:" (ALSO KNOWN AS a portion of Lots 25 and 26, Block'2, MciMcken Heights Division No 1, according to the unrecorded plat thereof) .r. / A Situate in the County of King, State of Washington Said easement more particularly described as follows Commencing at the southwest corner of the above - described parcel, Thence North 1 °03'56" East along the west line thereof a distance of 142.01 feet to the southerly margin of Slade Way also being a point on a non - tangent curve to the right from which the center bears North 32°22'54' East 285.00 feet distant; Thence southeasterly along said margin and curve through a central angle of 40 °12'54" having a length of 200 04 feet tome POINT OF BEGINNING; Thence continuing along said margin and curve through a central angle of 1 °41'02' having a length of 8 38 feet, , / Thence South 21°35'd3" West,e distance: of 4 41 feet; Thence North 68 West a'distance,of 8 40 feet�..... .�, Thence North 21 °53'03" East a..distance•of,.4 "21 feet feet) POINT OF BEGINNING. Page 1 of 3 f I d r '•' +i' f t t r 1' fff X ' Af .......... j�"yjp •- ,„. J :. ', .. ...„ ,F f • mQ ter wok CZ) C•, -a 0 ct c said easement is for the construction, operation, maintenance, repair and/or replacement of a water pipeline and appurtenances thereto, together with all nghts of ingress and egress to and from said easement for all purposes necessary and related thereto; ..Grantee and its agents, designees or assigns shall have the right, without prior institution of any suitor proceeding at law, and without prior notice to Grantor, at such time as Grantee deems. necessary to enter upon ;said property, by foot or vehicle, for the installation, repair, reconstruction or,,.rnaintenance;ofwater facilities and appurtenances without incumng any legal obligatian"Or liability. therefore, provided that such shall be accomplished in a manner that existing pnvate'improvements stiall. not be or destroyed, or in the event that they are disturbed or destroyed they will be replaced or repaired, as nearly as is practicable, to as good condition as they were_imriiediately the property was entered upon by the Grantee Grantor hereby agrees that no building, wail rockery,; trees or structure of any kind shall be erected, orplanted, °nor shall any fill matenal be placed within the boundaries of said easement area'. No excavation shall be made within three feet of said water service facilities; -and : "the surface level of the ground within the easement area shall be maintained at the elevation as currently existing In the event that this provision is violated, the Grantee shall have the right to require removal of any such structure and same shall be accomplished within a reasonable period of time and at Grantor's expense Failure of Grantee to so exercise its nght to require shall not constitute waiver of this nght. Grantor additionally grants to the Grantee, its agents, designees or assigns the use of such additional area immediately adjacent to said easement area as shall be required for the construction, re- construction, maintenance and operation : : of, .said waterservice facilities. The use of such additional area shall be held to a reasonable Minimum and be returned to its condition existing immediately before the property was entered.: upori Grantee or its agents iN WtT,NESS WHEREOF, the Grantor(s) has (have) executed these presents this �f day of At4iic. , 2001 DIibPDF - www.fastio.com Page 2 of 3 • . r u e 1; ,••.s'' :' ' ;'. d r r 40,,, , r ' it ,..r: , f ?., ....f ff ` / r r" 7 Dr for, . P/f c.;0/ P 7 { STATE OF WASHINGTON ) COUNTY OF. KING ) ± ' f, ..... f..... �i' s" r ... / On this . • ' day efr 01144.-11 411 , 410#, hcr � �1 fore me the undersigned, a Notary Public, personally a ea �(w red • �� ' ti , me known , 7 t o rn Im to be the individual or individuals described in and who,executed the within and foregoing instrument, and acknowledged that it was signed as a free-and voluntary act and deed for the uses and purposes therein mentioned l: "r IN WITNESS °WHEREOF I have' hereunto.set handand official seal the day and year first Written „,'` . ' ara . • ti.LY h .� c 1 G� NO? V I 111 '�/��, ▪ i • .o.�a 0 0 $ CIibPDF - www.fastio.com r +' d o tary Pub for and in7-1r" -te o Washington My°appointrnent expires: 'Residing at..,.'..< Dated: t / • • ,r r r . � I s f ANL -46011/ /.1 i— — ✓ a ' • 20020801001810 AFTER RECORDING MAIL TO: American Engineering Corporation 4032 148 Avenue NE Redmond, WA 98052 (PLEASE PRINT OR TYPE INFORMATION) COVER SHEET I. DOCUMENT TITLE(S) (or transactions contained therein): 0 XEASEMENT II. GRANTORS(S) OR CURRENT OWNER(S): Last Name First Name 1. 3oR.DAii s W csTERIP.1 I� 06AClcAFT, =PAC 2. 3. 4. O Additional names on page ______ of document. III. GRANTEE(S) IF APPLICABLE: ast Name 1. FbECT Sew/JP ENgRGY ZNe 2. 3. 4. O Additional names on page IV. LEGAL DESCRIPTION abbreviated i.e. lot, block, slat or section, townshi., ran e, .tr. /•tr. Description: PTN NW4, NW4, SEC 26, T23N, R4E O Additional legal on page Number(s): of document. of document. First Name V. REFERENCE NUMBER(S) of Documents assigned or released: VI. ASSESSOR'S PROPERTY TAX/ACCOUNT NUMBER: 63 7 - ozz Property Tax Parcel ID is not yet assigned. Additional numbers on page of document. 2002080100181 Page 1 of 3 1 N q Middle Initial Middle Initial Number(s): O Additional legal on page of document. st.5-/cie RETURN ADDRESS: Puget Sound Energy, Inc. Attn: ROW Department REFERENCE #: GRANTOR: GRANTEE: pUGE SHORT LEGAL: VT 7// ASSESSOR'S PROPERTY TAX PUBLIC / � •���\` Notary seat, text and all nol u st be•Inatde �� 4Tns ' / OF , II WAS N 0, EASEMENT (customer form) � T- Z 5 L.Ag - 8.2 PARCEL: 3:371 Z D GIVEN under my hand and official seal this hereto affi � • L: I T H0 ' t q „.. • '` NoTAgy ; • sow me "'Awl see full legal on page 6922 02 OP or U MAP NO: Z 3O°V' £/ JOB NO: J5 01 7-Y .37 FILE: For and in consideration of One Dollar ($1.00) and other va uable consideration in hand paid, pda tis e ecfeeir et/ ddrALr - tip ( "Grantor" herein), Its successors and assigns hereby conveys and warrants to PUGET SOUND ENERGY, INC., a Washington Corporation ( "Grantee" herein), its successors and assigns for the purposes hereinafter set forth, a nonexclusive perpetual easement over, under, along, across and through the following described real property ( "Property" herein) in /1 : h9 County, Washington: SEE EXHIBIT "A” ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF. EASEMENT LOCATION: Except as may be otherwise set forth herein, Grantee's rights shall be exercised upon that portion of the Property (the "Easement Area" herein) that is ten (10) feet in width having five (5) feet of such width on each side of the centerline of Grantee's systems located as constructed or to be constructed, extended or relocated on the Property, except those portions of the Property occupied by existing building footings, foundations, and /or subsurface structures. 1. Purpose. Grantee shall have the right to use the Easement Area to construct, operate, maintain, repair, replace, improve, remove, arid enlarge one or more utility systems for purposes of transmission, distribution and sale of gas and electricity. Together with the right of access over and across said Property to enable Grantee to exercise its rights hereunder. As used herein, the term "systems" shall include all appurtenances and facilities as are necessary, in the Judgment of Grantee, for the operation and maintenance of said systems. 2. Grantor's Use of Easement Area. Grantor agrees not to erect any structures on said Easement Area, and further agrees not to place trees, rockeries, fences or other obstructions on the Property that would interfere with the exercise of Grantee's rights herein. f DATED this 7 f day of 7 fs , 2002. GRANTOR: BY: NOTE: SIGNATURES ARE REQUIRED OF ALL CO.OWNERS OF PROPERTY BY: STATE OF WASHINGTON ) SS COUNTY OF ‘1 ) On this c � loay of SIJ,-` , 2002, before me, a Noy P lic in and for the State of Was ington, duly commissioned and sworn, pethonaily appeared tar y ` r A$ PC e'b i Chun to ipe known to be the individuals who executed the within and foregoing instrument, and acknowledged that h� signed the same as free and voluntary act and deed for the uses and purposes therein mentioned. in this c t above written. (Print or stamp name of Notary) NOTARY PU L� IC in d for the State of Washington, residing at My appointment expires Cust form 8/2000 EXHIBIT "A" LEGAL DESCRIPTION *" That portion of the northwest quarter of the northwest quarter of Section 26, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Commencing at the west quarter corner of said section; O Thence along the westerly line of said section, North 0°14'13" west 1600 feet; 1-4 Thence South 89 °21'31" east 874 feet to the TRUE POINT OF BEGINNING of the tract of land Q herein described; 00 Thence North 89 °21'31" west 210 feet to the east line of the plat of Tukwila Terrace, according to O the plat recorded in Volume 71 of Plats, page 100, in King County, Washington; C Thence North 0°14'13" west along said easterly line and its northerly extension 140 feet to the O southwesterly line of Slade Way as conveyed to the City of Tukwila by deed recorded under .p Recording No. 5344869; 'C Thence southeasterly along said southwesterly road margin to a point which lies North 0°14'13" west of the TRUE POINT OF BEGINNING; Thence South 0°14'13" east to the TRUE POINT OF BEGINNING; (ALSO KNOWN AS a portion of Lots 25 and 26, Block 2, McMicken Heights Division No. 1, according to the unrecorded plat thereof). ' 20020628001691 AFTER RECORDING MAIL TO: American Engineering Corporation 4032 148 Avenue NE Redmond, WA 98052 (PLEASE PRINT OR TYPE INFORMATION) I. DOCUMENT TITLES) (or transactions contained therein): k ASEMENT II. GRANTORS(S) OR CURRENT OWNER(S): Last Name 1. Jordan's Western Woodcraft, Inc. 2. 3. 4. ❑ Additional names on page of document. First Name Middle Initial III. GRANTEE(S) IF APPLICABLE: Last Name First Name 1• Z jWANS WooDcRAF7 TNG. 2. 3. 4. O Additional names on page IV. LEGAL DESCRIPTION abbreviated i.e. lot, block, 'lat or section, townshi., ran e, 'tr. /•tr. Description: PIN NW4, NW4, SEC 26, T23N, R4E Number(s): Additional legal on page of document. V. REFERENCE NUMBER(S) of Documents assigned or released: Additional legal on page COVER SHEET of document. of document. VI. ASSESSOR'S PROPERTY TAX/ACCOUNT NUMBER: 20 020628001691 Page 1 of 3 Middle Initial Number(s): 5 — ozzo O Property Tax Parcel ID is not yet assigned. ❑ Additional numbers on page of document. Filed for Record by: American Engineering Corporation 4032 148 Avenue NE Redmond, WA 98052 DECLARATION OF EASEMENT KNOW ALL PEOPLE BY THESE PRESENTS, that the undersigned Daryl Jordan, (President) Jordan's Western Woodcraft, Inc., owners in fee simple of the following described property situate in King County, to wit: That portion of the northwest quarter of the northwest quarter of Section 26, Township 23 North, Range 4 East, W.M., in King County, Washington, described as follows: Commencing at the west quarter corner of said section; 20020628001691 PUBLIC EAS 21.00 PAGE 002 OF 003 08/28/2002 12:43 KING COUNTY, WA Thence along the westerly line of said section, North 1 °03'56" East 1600 feet; Thence South 88 °03'22" East 874 feet to the true POINT OF BEGINNING of the tract of land herein described; Thence North 88 °03'22" West 210 feet to the east line of the plat of Tukwila Terrace, according to the plat recorded in Volume 71 of Plats, page 100, in King County, Washington; Thence North 1 °03'56" East along said easterly line and its northerly extension 140± feet to the southwesterly line of Slade Way as conveyed to the City of Tukwila by deed recorded under Recording No. 5344869; Thence southeasterly along said southwesterly road margin to a point which lies North 1 °03'56" East of the true POINT OF BEGINNING; Thence South 1 °03'56" West to the true POINT OF BEGINNING; (ALSO KNOWN AS a portion of Lots 25 and 26, Block 2, McMicken Heights Division No. 1, according to the unrecorded plat thereof). Situate in the County of King, State of Washington. For mutual benefits to be derived, does hereby establish and declare an easement for ingress, egress and utilities over, across and upon the above described parcel said easement more particularly described as follows: That portion of land lying east of the following described line: Commencing at the southwest corner of the above - described parcel; Thence South 88 °03'22" East along the south line thereof a distance of 87.05 feet to the POINT OF BEGINNING of said line; Thence North 58 °26' 14" East a distance of 5.33 feet; Thence North 32 °32' 12" West a distance of 30.21 feet; Thence North 33 °02'07" East a distance of 23.78 feet to the southerly margin of Slade Way and the terminus of said line. Said easement being for the benefit of future owners of Lots 1 and 2 in proposed City of Tukwila Short Plat of Silverview Heights #L2000 -078. Puget Sound Energy shall be allowed access within said easement for the purposes of maintaining and repairing facilities located within said easement. Page 2 of 3 z • z ce w ug � 0 O 0 U) J H U)w w u_Q � Z = I- 0 Z I- U � O - A I-- w W • O w z 5 '- z The maintenance, repair, improvement and/or rebuilding of the storm drain system and roadway within said easement shall be the responsibility of those owners having use thereof. The cost of repairs shall be borne equally by all owners, their heirs, assigns and successors. This easement and the covenants herein contained shall run with the land and be binding upon Declarant, its successors and assigns and all future owners of said lots in said short plat. IN WITI4ESS WHEREOF, Declarant has caused this instrument to be executed this TT day of ,J A s — n , 2002. J Ka 4s 4.' 7 # 4 4400�c A ie, .4 a c.. By: , By: I certify that I know or have satisfactory evidence that DAi ( �vr - C�A&) is the person who appeared before me, and said person acknowledged that k -Q signed this instrument and acknowledged, on oath stated that was authorized to execute the instrument and acknowledge it as the rc c i d-f ti ofv.1at -div Wearree4�VodetA N,T'C,A .....w. to be the free and voluntary act of such party for the uses and purposes ' in the instrument. STATE OF �/ )ss COUNTY OF �1 tn?3__) (Signature) � n PRINT NOTARY NAME: ' c�rr9ft'� e.,„ TITLE: d g . LS b I , C MY APPOINTMENT EXPIRES: (a / t d / Q STATE OF ) )ss COUNTY OF ) I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that signed this instrument and acknowledged, on oath stated that was authorized to execute the instrument and acknowledged it as the of , A to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: 20020628001691 TITLE: PUBLIC EAS 21.00 PAGE 003 OF 003 KING WA MY APPOINTMENT EXPIRES: (Signature) PRINT NOTARY NAME: Page 3 of 3 H beb : b.,, • 4. � � y MWI I'frtV.•r Notary Public State of Washington RICHARD S. CO; p 'Appointment Expires Dec 10, 2002 2 AFTER RECORDING MAIL TO: American Engineering Corporation 4032 148 Avenue NE Redmond, WA 98052 (PLEASE PRINT OR TYPE INFORMATION) ❑ XEASEMENT I. DOCUMENT TITLE( S or transactions contained therein): /�" - Recogvi.vc- S /DE 5Ei•1Esz. Efts ei ■EAJT D ue T ?"-7o / n1 Fotrer 6NT LEGAL j7d'5'CJzlPl aA) II. GRANTORS(S) OR CURRENT OWNER(S): Last Name First Name 1. bit sreNEL 2. 3. 4. T ICI( i ❑ Additional names on page of document. III. GRANTEE(S) IF APPLICABLE: Last Name COVER SHEET 1. YbRDAIJS VJES'rZWN WoO OCR AF7 XNC. 2. 3. 4. ❑ Additional names on page of document. Description: PTN NW4, NW4, SEC 26, T23N, R4E Additional legal on page of document. V. REFERENCE NUMBER S of Documents assi or released: Number(s): ❑ Additional legal on page of document. VI. ASSESSOR'S PROPERTY TAX /ACCOUNT NUMBER: 11111 1111 1 111 1 111 111111 2��2�8�j�� PUBLIC PAGE 22.00 08/01/2002 KING COUNTY, WA Middle Initia First Name Middle Initial IV. LEGAL DESCRIPTION (abbreviated i.e. lot, block, plat or section, township, range, qtr. /qtr.) Number(s): S3 f9Zo —02oZ ❑ Property Tax Parcel ID is not yet assigned. ❑ Additional numbers on page of document. Page 1 of 3 N i VAL VUE SEWER DISTRICT 14816 MILITARY ROAD SOUTH P.O. BOX 69550 SEATTLE, WASHINGTON 98168 (206) 242 -3236 TWO PARTY DECLARATION OF EASEMENT FOR SIDE SEWER WHEREAS, THIS AGREEMENT, made this L. day of nor ber , 2000 between OWNERS NAME. Patrick Mitchell Owners of the following described real property situated in King County, Washington, to -wit: 5210 S 164'" St TL #537920 -0202 AND OWNERS NAME Daaj Jordan Owners of the following described real property situated in King County, Washington, to -wit: 160xx 53r Ave S TL #537920 -0200 are desirous of establishing a side sewer easement for the benefit of each of said properties. WITNESSETH: That for and in consideration of the mutual covenants herein expressed, it is hereby agreed between the above parties as follows: 1st - A side sewe shall be constructed as follows: (See attached legal description of location of easement) SEE RTT-P. cke. d - 1e 3 P77) Nwy, 2nd - There shall be, and each party does grant unto the other, an easement 5 feet wide for sewer along the line as constructed for the use of said properties and for the purpose of constructing, installing, reconstructing, replacing, repairing, maintaining and operating a sewer pipeline and lines and all necessary connections and appurtenances thereto, together with the right of ingress and egress therefrom for the purpose of enjoying the easement, and also granting to Grantees and to those acting under or for Grantees the use of such additional area immediately adjacent to the above easement as shall be required for the construction of the sewer pipeline or lines in the easement, such additional area to be held to a minimum necessary for the purpose, and immediately after the completion of the construction and installation, or any subsequent entry upon the easement, Grantees shall restore the premises as near as may be to its condition immediately before such construction or entry. 3rd - The cost of construction of said sewer shall be borne by the owners of the said properties as follows: As mutually agreed 4th - The cost of maintenance, repair or reconstruction of that portion of the sewer used in common shall be borne in equal shares, except that the owners of any lower parcel shall not be responsible for the part of the sewer above their connection; and when necessary to repair, clean or reconstruct the sewer, the parties to this agreement shall have a right of entry for that purpose. 5th - This agreement shall be a covenant running with the land and shall be binding upon all parties, eirs and assigns forever. IN WITNES , WHE EOF we hereunto set a nds an eall thy day and year first above written. Sic 2.6 3 t.J 20020628001692 PUBLIC SAS 21.00 PAGE 001 OF 003 KING WA A Page 2 STATE OF WASHINGTON ) ) SS COUNTY OF KING ) This is to certify that on this t day of naletabo, 1 before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally came Pa+ e < r(1 (AND) to me known to be the parties who executed the within instrument, and acknowledged to me that she ) signed and sealed the same as ( their, hi her ) free and voluntary act and deed for the uses and purposes therein mentioned. WITNESS my hand I Ptha4lay and year i o. \ssioN••11"rill .. U NOTg 9; • N w • ,r I p • 9 1:Z0.1C • STATE OF WASHINGTON ) ) SS COUNTY OF KING ) This is to certify that on this .O day of nlWcaber, Public in and for the State of Washington, duly commissioned (AND) 1 20020628001692 PUBLIC LAS 21.00 PAGE 002 OF 003 KING ® COUNTY1 2 WA 3 to me known to be the parties who executed the within instrument, and acknowledged to me that the she ) signed and sealed the same as ( their, its her) free and voluntary act and deed for the uses and purposes therein mentioned. WITNESS my hand and seal the day and year i his certificate f this certificate st above written. Notary Public in and for the State of Washington, residing at q,ZL)D , ZCCD If__, before me, the undersigned, a Notary and sworn, personally came irst above written. Ant - 4 ..rA. Notary Public in and for the State of Washington, residing att Vm. t ZrroZ the SILVERVIEW HEIGHTS (Jordan Short Plat) - City of Tukwila *4 SIDE SEWER LEGAL DESCRIPTION: ao "4 THE SIDE SEWER TO SERVE LOT 2 OF THE JORDAN SHORT PLAT WILL BE CONSTRUCTED WITHIN A 10 -FOOT WIDE EASEMENT OVER A PORTION OF THE EAST r"+ HALF OF TAX LOT 537920-0202, BEING 5 -FEET ALONG EACH SIDE OF THE CENTERLINE OF THE SEWER LINE AS CONSTRUCTED; BEGINNING AT VAL VUE SEWER DISTRICT 00 CLEANOUT 26 -1, LOCATED IN THE SOUTHEAST CORNER OF TAX LOT 537920 -0202 AND o o RUNNING IN A NORTHWESTERLY DIRECTION TO A POINT ON THE SOUTH BOUNDARY co ° LINE OF THE JORDAN SHORT PLAT, SAID POINT BEING 41 -FEET MORE OR LESS WEST OF THE SOUTHWEST CORNER OF SAID SHORT PLAT. c2 o w � Q co t � w z � zt-- o - w LI a .. z w U= 0 z DEPARTMENTS: Building . is COOK `''or- PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -148 DATE: 05 -16 -03 PROJECT NAME: SILVERVIEW HEIGHTS - LOT 2 SITE ADDRESS: 5305 SLADE WAY X Original Plan Submittal __ Response to Incomplete Letter # _ Response to Correction Letter # Revision # After Permit Is Issued 510 06 '5 - ?l -03 Fire Prevention [] Pubo orl<s Structural ❑ Cpb ,Iwo 6'q2 Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05 -20 -03 Complete 12 Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROyTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06 -1 7 -03 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INMALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ PIng ❑ PW ❑ Staff Initials: E -ERM 1T C CUr Documents /routing slip.doc 2-28-02 i.;. �. 1. w+ �w� wa. . i.: u+.. 7... f,.: �.;: iyw a..- 'w.w- w:.w.t:awwa..i�.4r3t:. °. , :: iiuiJybt�brc i3..l15:�g1:i �• REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 JORDAWW1O1QB 10/30/2003 EFFECTIVE DATE 11/02/1990 JORDAN'S WESTERN WOODCRAFT INC 18836 102ND AVE SE RENTON WA 98055 r z ~ w ¢ z wD JO O 0 w J • LL w lY LL < CO 2 0 1_ w Z = Z0 L11 U O • F- w I H - O w z U � O • ~ Z ` FLOCS AREA. r7 MINIMUM FLEX DIAMETER MAXIMUM LENGTH FEET MINIMUM SMOOTH DIAMETER MAXIMUM LENGTH FEET MAXIMUM ELBOWS I 50 4INCH 25'-0 2ORLESS 5 4 5 6 7 S INCH 6 9 MIN. MAX. MIN. MAX;. MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. c500 50 '15 65 •8 80 120 95 148 DO 165 125 186 140 210 501 -1000 , °Jd 89 10 105 65 126 100 150 115 I15 150 145 143 216 1001 -1500 6C' _ 040 15 115 40 195 IDS 156 120 125 180 iti 195 140 203 210 150 155 225 255 1501 -2000 63 48 80 120 45 145 110 165 2001 -2500 10 105 65 128 100 190 115 115 150 145 145 216 160 240 2501 -9000 115 90 195 105 156 120 160 195 205 150 225 165 246 9001 -5500 80 120 95 145 110 165 125 166 , 140 210 155 255 170 255 5501-4000 85 126 100 150 115 195 150 195 145 216 160 240 115 265 4001 -5000 95 145 110 165 , 125 166 140 210 155 235 110 255 185 276 5001 -6000 i' .. 156 120 160 155 205 150 225 165 248 180 210 195 295 6001 -7000 11 195 150 145 145 216 160 240 195 265 190 265 205 906 1001 -6000 125 166 140 210 155 255 170 255 185 216 200 900 215 525 8001 -4000 1tr.; 205 190 225 165 248 180 210 145 295 210 515 225 556 >4000 _ 145 216 160 240 1'15 265 140 265 205 906 220 950 255 955 FAN TESTED GFM • 0.25" 14.6. MINIMUM FLEX DIAMETER MAXIMUM LENGTH FEET MINIMUM SMOOTH DIAMETER MAXIMUM LENGTH FEET MAXIMUM ELBOWS I 50 4INCH 25'-0 4 INCH 10' -0" 5 50 5 INCH 040' -0" S INCH 100' -0 9 50 6 INCH NO LIMIT _ 6 INCH NO LIMIT 5 80 4 INCH 2 WA 4 INCH 20'-O" 5 60 5 INCH 15 5 INCH 100' -0' 5 60 6 INCH 40' -0" 6 INCH NO LIMIT 5 100 5 INCH 2 N/A 5 INCH 50 S 100 6 INCH 45 6 INCH NO LIMIT 5 125 6 INCH 15 6 INCH NO LIMIT 3 125 7 INCH 10 -0" _ 1 INCH NO LIMIT 5 OPTION MINIMUM SMOOTH DUCT DIAMETER SLAMS U-fAGT OR q DOOR IMPACTOR 2 MUMS 50-60 12 MALL ABOVE SPADE *1111 *NI S MOOR 434 VERTICAL II OVERHEAD I. 12% 0.95 056 0.20 R -96 R -50 R -I5 R -I5 R -I0 R -50 R -I0 II. 15% 0.40 056 0.20 R -56 R -30 R -2I R -2I R -I0 R -50 R -10 III. ura.n-nreo 61110.11 R-5 OCCUPANCY ONLY 0.40 058 0.20 R -56 R -50 R -21 R -21 R -I0 R -30 R -IO REQUIRED FLOW ( GPM) PER TABLE 3-2 MINIMUM SMOOTH DUCT DIAMETER MINIMUM FLEXIBLE DUCT DIAMETER MAXIMUM LENGTH 1 MAXIMUM NJM ECR OF ELBOWS 2 50-60 6 INCH 7 INCH 20 5 60-125 1INC.H 8 INCH 20 5 ` 115 -115 6INCH I 01NCH 20' -0" 5 110 -240 9 INCH I I INCH 20'-0" 5 GENERAL Au. noUllItEMENTS OP THE WW1 UNIFORM BUILDINGS GODS, ALL APPL.IGAI" GODEB AND INJTHORITIE:S NAVIN & JURISDICTION SMALL SE FOLLOWED. 11111.12N2 CONSTRUCTION Tyres OCCUPANCY GROWN FIRE ZOICa CONTRACTOR SHALL YORIPY ALL NOTES, DIMENSIONS AND GONG'NTIONS PRIOR TO CONSTRUCTION CONTRACTOR SHALL PROVIDE TEMPORARY !!*ACING AS PREQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE MIEN MADE. IT IS me CONTRACTORS 'RESPONSIBILITY TO IDENTIFY ALL pigGREPANC►IES TO TIE ARCHITECT AT me TIME THEY ARE NOTED. DIMENSIONS TAKE PRECEDENCE OVER SCALED DR/MYWNi$6. SITE WORK UNLESS A SOILS INVEySTIOATION REPORT BY A LIB SOILS ENGINEER IS PROVIDED, THE FOUNDATION cESi.N IS BASED UPON AN ASSUMED AVERAGE SOIL BEARING► CAPACITY OP 2,000 P'W. EXTERIOR FOOTINGS SHALL BEAR I'-6" MININLAM BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED EARTH BELOW - - I _ SOILS. ALL BACK PILL MATERIAL 'SHALL BE THOROUOHLY GOI PAG NOT INTEPtrEPRE WITH DIRECT LOAD PATH OF COLUMNS. ONCRTE AlarSISLE CLASS AND USE A FOOTING'S B. SLAM ON GRADE I. AIR ENT AININ6' A6ENT (5% TO 6%) TO BE USED IN ALL CONCRETE FLAT TO YEA►THHER. 2. POSSOLITH 900 SERIES (4 oz. PER 100* OF CEMENT) TO BE USED IN ALL CONCRETE. 5. MIX MAY BE DES16TCP IN AC.C/G RDANGE WITH THE PROVISIONS OF THE UNIFORM BU IL.DIN6 CODE. 4. V4A TO CEMENT RATIO PER UNIFORM BUILDING CODE. REINF RC IN6 ST E ASTM A6I5 GRADE 40, REINFORCING STEEL. DETAILS SHALL BE PIREPARE' 1 BY AN EXPERIENCED APPROVED RETAILER AND CONFORM TO STANDARD PRACTICE OUTLINED IN AGI REPORT 915. CONCRETE COVER OF REINFORCIN6 STEEL 9" H/2" I -I/2" 9/4" CARENTRY ALL FRAMING SHALL COMPLY PITH THE UNIFORM BUILDINGS CODE CHAPTER. 25. ALL WOOD IN CONTACT WITH GONGRETE TO BE PNRESec3URE TREATED. 6" MINIMUM CLEARANCE BETWEEN i'i000 AND EARTH. 12" MINIMUM CLEARANCE BE1° YCEN FLOOR BEAMS AND EARTH. 18" MINIMUM CLEARANCE BE TWEEN FLOOR JOISTS AND EARTH. LUMBER STREN*TH ANTS IN P51) STUDS F V F B HEM-FIR M3 15 500 STUD GRADE 15 615 JOISTS s !RAFTERS HEM -FIR *2 (2x10) 15 1,015 HEM -FIR *2 (2x12) /5 0480 BEAMS, HEADERS, LINTELS 4 GIRDERS 4" NOMINAL VOUS-FIR *2 045 0460 6" NOMINAL.. POU6 -FIR *1 85 1,350 GLUE LAMINATED TIMBERS Pes -FIR LARCH (24F -V4) 165 STRUCTURAL COMPOSITE TIMBERS LAMINATED VENEER LUMBER 265 2,600 PARALLEL STRAND LUMBER 2 2,0400 LOADING ROOF 15 PSF DEAD LOAD + 25 PSF LIVE LOAD FLOOR 10 PSF DEAD LOAD + 40 PSF LIVE LOAD CEILING. 5 PSF DEAD LOAD + 10 PSF LIVE LOAD DECK 5 PSF DEAD LOAD + 60 PSF LIVE LOAD INTERIOR PARTITION EXTERIOR PARTITION ALL TRUSSES SHALL BE ammo POR UNIFORM LOAM. AS TOP CHORD SB PSF OP TTRsJTARI' WIDTH BOTTOM CHORD 9 P'SP OP Tll*ISVTAIRY WIDTH TILE ROOP 49 PEP TOP CHORD 9 PIP BOTTOM CHORD P'G 2500 2500 CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. C.ON CRETE EXPOSED ED TO EARTH OR WEATHER. BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER. SLABS AND WALLS NOT EXPOSED 'TO EARN OR WEATHER. 'VN SEISMIC ZON Es R+.s WIND SPEED, S RXPOSUJlRE CATEGORY: SLUMP 5 - 4 3 -4 MINIMUM SACKS / G.Y. 5-1/2 5-1/2 8 60 MPH s E 1,200,00 I200p00 '$00,000 1,600400 1,00,000 2,400 1,600,000 I,g00,000 2poo ■ 40 PSF a 57 PSF • 15PSF 65 Per s •1 PSF ■ 10 PSF WOOD BEARINGS ON OR INSTALLED WITHIN I" OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING. OP NOT LESS THAN 2x THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORT OP JOISTS AND RAFTERS. TYPICAL SILL ANCHOR BOLTS TO 5/8" DIAMETER NTH 2 "x2 "x5/16" PLATE WASHERS • 4'-0" ON CENTER UNLESS NOTED OTHERWISE. 1" MINIMUM EMBEDMENT. ALL METAL FRAMING. ANCHORS AND HANkSEiRS SHOWN ON DRAWINGS SHALL BE STRONG TIE CONNECTORS AS MANUFACTURED BY SIMPSON COMPANY OR APPROVED ECLJAL. PLYWQOD ALL PLYWOOD WALL AND ROOF SHEATHHIN6 SHALL ESE I/2" GDX, UNLESS NOTED OTHERWISE. MINIMUM NAILING► SHALL BE bd • 6" O.G. AT PANEL EDGES AND 12" O.G. IN FIELD. SPAN INDEX SHALL BE 24/0. ALL PLYWOOD FLOOR SHEATHING SHALL BE 9/4" COX TONISUJE t 6ROOYE UNLESS NOTED OTHERWISE. MINIMUM NAILIH6 SHALL BE IOd • 6" O.G. • PANEL EPEES AND 12" 0.G. IN FIELD. SPAN INDEX SHALL BE 40/20. STAO6ER ALL PANEL EDGES AT ROOF AND FLOOR SHEATHING. ORIENTED STRAND BOARD (0.SBJ SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. GLUE LAM I NATTD TIMBERS ALL 6LL E LAMINATED TIMBERS SHALL BE D0U6 -PAIR LARCH, FABRICATED TO THE REQUIREMENTS OF THE US PRODUCT STANDARD PS 56. LUMBER SHALL BE OP SUCH GRADE TO PROVIDE NORMAL WIORKIN6 STRESS VALUES OP; 2 PSI IN BENDING, 1,100 PSI IN TENSION, 1,600 PSI IN COMPRESSION PARALLEL TO &RAIN, 560 PSI IN GOmPmessION PERPENDIG1JL.AR TO &RAIN AND 165 PSI HORIZONTAL SHEAR (COMBINATION 24P -V4). GLUE LAMINATED TINBERb TO BE AITG CERTIFIED. USE WATERPROOF OLL E. ALL TRUSSES SHALL BE DE5I6N er• BY RIS ISTERED STATE ENI INEER ANC, FABRICATED PROM ONLY THESE DESIGNS. TRUSSES SHALL BE STANP"E• BY THE ENISINEER OR BY A QUALITY CONTROL., A CNGY SUCH AS THE: STATE TRUSS PADRIGATORS COUNCIL. ALL TRUSS DESK► SHALL SE 5UJ!'NMITTED FOR APPROVAL PRIOR TO FABRICATION. ALL NON MARINO WALLS OR PARTITIONS SHALL SE HELD AWMAY FROM THE reuse BOTTOM CHORD WITH AN APFWVED FASTENER TO ENSURE RE THAT THE TRUSS BOTTOM CHORD WILL NOT DEAR ON THE HALL OR PARTITION. APPROVED PIANISM SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, .JACK OR HIP musses TO MAIN ORDER TRUSSES M.L. ROOF TRUSMEB SMALL BE FRAMED AND TIED INTO TIC PRANE WORK AND SUPPC:NITINS PULLS S0 ASS TO FORM AN INTEORAL PART OF 111E WHOLE STRUCTURE. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS HELL TIOTTENED won ANY LOAD IS PLACED UPON THE TRUSS. DIA•OHAL APO SWAY SPRIGGING► SKILL S!' USED TO BRACE ALL MOM. 03 FIREPLACES ALL. MASONRY rimertAcas NC CHIMNEYS SHALL SE CONSTRUCTED TO CONFORM TO ALL APPLICABLE PORTIONS OP THE UNIFORM SUILDINI* CODE AND THE UNIFORM MECHANICAL ICAL CODE. FLUX LINE* MINIMUM, WO" rine■ CLAY COR ECOIJIVALENT) PUT! USG. PLUS AREA P' ■'R U5G. CHIMNEYS SHALL SUPPORT ONLY THEIR O0'4NI MIGHT UNL!''!E SPO IPIGALLY DC.I•IED TO SUPPORT ADDITIONAL LOADS. ALL. FIREPLACES SHALL BE PROVIDED WITH T1sHTLY PITTINI* PLJJE DAMPIPS, OPERATED WITH A READILY ACCES815L.E MANUAL OR APPROVED AUTOMATIC CONTROL, AND AN OUTSIDE SOURCE OP COMBUSTION MR. MINIMUM DUCT SIZE OP 6" MARE INCHES IN AREA PROVIDED WITH READILY ACGES8ISLE DAMPER LOCATED IN FRONT PART OP FIREBOX. PRID'ASRIGATWD FIREPLACES, CHIMNEYS, AND RELATED COMPONENTS TO STAR U.L. OR I.Gi.O. SEAL OP APPROVAL. AND TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. HEARTHS SHALL EXTEND 20" 041NJ IN P ONT OP AND 12" (MIN.) SEYO1 EACH SIDE OP FIREPLACE OPENINEA. PI ES SHALL BE PROVIDED WITH Th.HTLY PITTINE ISLAA$8 OR METAL DOORS. INSULATION AND MOISTURE PROTECTION 6PNI=R/1.L UAR. ne NOTED O'THERYMISE, INMlUL.ATION SHALL CONFORM TO THE WASHINGTON STATE BOW CODES. INSULATION DAPPLES TO MAINTAIN I -1/2" CLEAR SPArGE ABOVE INSULATION. DAPPLES TO EXTEND b" ABOVE BATT INSULATION. BAFFLES TO EXTEND IT ABOVE LOOSE FILL INSULATION,. INSULATE BEHIND BATHTUBS, , PARTITIONS AND CORNERS. PAGE STAPLE BATTS. FRICTION PIT FACED BAITS 4 MIL (0.004 ") POLYETIMEC VAPOR BARRIER AT WALLS. PVA PAINT WITH A DRY GAP PERM RATING OP ONE MAX.) 10 INSULATION UNDER ELECTRIC WATER HEATERS. . EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES►, OPENIPdS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OP UTILITY SERVICES THROUGH WALLS, FLOORS, APIL7 ROOF, AND ALL OTHER SUCH OPENINOS IN THE BUIL.DIN6 ENVELOPE, INGLUDIN6 ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, GA IL.KED, 6ASKETED OR WEATHER- STRIPPED TO LIMIT AIR INPILTR 11ON. 2. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE Demeter) TO LIMIT AIR INFILTRATION AROUND THEIR PERIMETER YMEN IN A CLOSED POSITION. DOORS BETWCL'N RESIDENCE AND 6ARA6E ARE NOT CONSIDERED "FIRE-RATED" AND MUST SET THE ABOVE REGUIRemetcr. 9. ALL EXTERIOR WINDOWS SHALL BE MIMED TO ADMIT AIR INFILTRATION INTO OR FROM THE BUILPIN6r ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING, TO STANDARD ASTM E 2E9.79. SITE BUILT AND MILLWORK SHOP MADE V400PEN SASH ARE EXEMPT PROM TESTING BUT SHALL BE WEATHER - STRIPPED, CAULKED AND MADE TIGHTLY PITT1N6. 4. RECESSED LIGHT FIXTURES TO LIMIT AIR LEAKAGE: PER IWS.E.G. PIPING. FOR HOT roam / STEAM SYSTEMS OF PIPING. FOR CONTINUOUSLY GIRCULATINN6 HOT WATER :SERVICE IS REQUIRED TO BE INSULATED PER THE W 3.E•G. SERVICE MATER PIPIN P SHALL BE INSULATED TO A MINIMUM OP R-3. VAPO BARRIERS / 6R 'FU CO AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN moor DECKS, IN ENCLOSED RAFTER SPACES FORMED WHERE GEILIN5S ARE APPLIED DIRECTLY TO THE UJN17ERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS. INSET STAPLED BATTS WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER IS TO THE WARM SIDE, STAPLES SHALL BE PLACED NOT MORE THAN 8" 0.G. AND GAPS BETWEEN THE FA CIN6 AND THE FRAMING, SHALL NOT EXCEED 1/16 ". A 6ROJND COVER OF 6 MIL (0.006") SLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID overt THE GROUND IN ALL CRAWL. SPACES. THE &ROUND COVER SHALL BE ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. THE NET FREE VENTILATING AREA FOR ATTIC VENTILATION MAY BE 1/900 OP THE AREA OF THE VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM MATINS NOT EXCEEDING, ONE IS INSTALLED ON THE WARM SIDE OF THE INSULATION. 2001 WA5HIhl6TON STATE ENER6Y CQDE - TABLE 6 -I PRESCRIPTIVE !REQUIREMENTS oa FOR 611 OUP R OCCUPANCY CLIMATE ZONE I 0. NOMINAL R- VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSEYOLIES WILT IN ACCORDANCE WITH SECTION 601.1 OF THE W.SE.G. I. MINIMUM REGOAREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN HAS A 6LAZIN6 RATIO TO Tie GONU171TIONEt7 FLOOR AREA OF 15%, IT SHALL COMPLY WIN ALL OF THE REQUIREMENTS OF THE 15% GLAZING. OPTION (OR HI ' ). PIROPOSED DESIONS WHICH CANNOT MEET THE SPECIFIC REQUIREMENTS OP A LISTED OPT10N ABOVE MAY CALCUL'AT'E COMPLIANCE BY CHAPTERS 4 OR 5 OP THE W.S.E.G. 2. REQUIREMENT APPLIES TO ALL CEILINGS EXCEPT SIN SLE RAFTER OR JOIST VAULTED GEILINGSS. 'ADD' DENOTES ADVANCED PRAAMED GEILIIN6. 9. RE UIIREMENT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILINGS. 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OP R -I0, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVE GRADE. EXTERIOR INSULATION INSTALLED ON BELOW"! GRADE WALLS SHALL BE A WATER RESISTANT MATERIAL, MANJFA CTURED FOR IT'S INTENDED USE, AND INSTALLED TO THE MANUFACTURERS SPECIFICATIONS. SEE SECTION 602.2 OP THE WS.EG. 3. FLOORS OVER CRAWL SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 6. REQUIRED SLAB PERIMETER INSULATION SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED, AND INSTALLED A CCORDIN6 TO THE MAN4I AGTUPREIR'S SPEGIPIGATIONS. SEE SECTION 602.4 OF THE WI.S2.G. 1. NOT USED IN CLIMATE ZONE I. b. NOT USED IN CLIMATE ZONE I. II. DOORS, INCLUDING ALL FIRE DOORS, SHALL BE ASSIGteD DEFAULT U- FACTORS PROM TA 114.E IO-6G OP THE WR.S' .E.G. 10. Mee A MAXIMUM *LAZING AREA IS L.NSTED, T1E TOTAL •LAZINi AREA (COMEIPED VERTICAL PLC ) AS A PERCENT OF 61098 CONDITIONED FLOOR AREA SHALL DE LESS THAN OR WOOL TO THAT VALE. WITH U- FACTOR OP U•O.40 OR LEA IS NOT INCLUDED IN (SLAMS AREA LIMITATIONS. II. OYETTleAD OLAZINS SHALL HAVE L'- PAGTOPIB PETERMINE17 IN aerscartaANce MTh MIMIC 100 OR AS SPECIFIED IN SECTION 502.13 OP THE Yr.S&G. 12. 1.00 NC SOLID TIMBER WALLS WITH A MANIMRAM AVERA•! THIIC F E - OP 9S" .- EXEMPT PRdM Tiffs II�IAIlI►T4'�1 :. poos, WINDOWS AND SKYLIHTS gams& DOORS TO ?1! lx7tillOR MALL HAVE A MAXIMUM 1•1/2" STEP TO A 4NIrMJM 1116' D! I.IlDINS. ALL NJ1iM1S *ALL MEET 11! IIOMNREMENT! OF M MIfS.G. TABLE OH (MMO NOTED O'fFORPISl. M.L. lICYI.IMITS AND fICYYrI /HALL HAVE LAMINATED N.IiN IMN 14011110 OfFOlMI!!. ALL KDROOM lMORiONGY eMILN MrFDOMr !MALL HAVE A MINIMUM NET CLEAR OrlIYfY OP !.7 MAR! RlT. MINIMUM NET CLEAR OrO4 MILE WIDTH OP 20' APO A hMWNJM NET GLOM! Or!lIIMi HEIGHT OP 24 MAXIMUM FINISHED SILL FlIMIT OP 44 IiOV! FLOOR ALL, FACTORY WILT WINDOWS TO K CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OP O! GPM PER LINEAL TOOT Or OPERABLE SASH PERIMETER AS 'TESTED E1I fTAPDARD ASTM E 263.19. SITE WILT AND MILLWORK SHOP QUILT WOODEN *ASH ARE EXEMPT FROM INFILTRATION CRITERIA ABOVl. OUT lFIAL.L. O! MAD! Y'lATFlR�TRIPPlD, CAULKED AND 00 MADE TIGHTLY FlTT'INO. SLIDING *LASS DOORS TO PERMIT MAXIMUM INPILTRATION OP os cna PER *WARE FOOT OP DOOR AREA. SEC PLANS P0Ra I. MAXIM •LAZING ARREA. 2. •LAZING 'MANUFACTURER AND MODEL 14)MBEItl1. 9. WEIGHTED UA CALCULATIONS FOR SUBSTAN•ARD •LAZINUG. SAFETY GLAZING LOCATIONS PER UNIFORM BUILDING CODE. I. INSRESS AM, EGRESS DOOMS. 2. SLIDING GLASS DOORS AND SWINGING GLASS DOORS. 9. 'SHOD M AND BATHTUB ENCLOSURES. 4. GLAZING, WITH THE EXPOSED EDGE WITHIN A 24" RADIUS ARC OP EITIBR VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION MV THE BOTTOM woe 19 LESS THAN 60" A DOVE THE WALKING. SURPAGE. 5. GLAZING GREATER THAN R SGIJARE FEET THAT IS LESS THAN l6" ABOVE FINISHED FLOOR. 6. GLAZINi8 IN ALL GUARD RAILS. SCREENS NEED NOT BE PROVIDED AT SKYLIGHTS YSEN FULLY Temremer, GLASS IS USED AS SINGLE GLAZIN 8 OR IN ALL PANES INSULATING UNIT AND ALL OP THE POLLOMING CONDITIONS ARE MET. I. THE GLAZING AfRE DCJE3 NOT EXCEED Ib SOJARE FEET. 2. THE HI&HIST POINT OF GLASS IS NOT MIOIIE THAN 12'-O" ABOVE ANY ' ALKIN& SURFACE OR A CCESOIBLE AREA. 9. THE NOMINAL THICKNESS OP EACH PANE DOES NOT EXC.ELD 1 9/16 ". MECHANICAL 6ENO S OLID FUEL. BUJRNINS APPLIANCES INCLUDE AIttT16HT STOVES, FIREPLACE STOVES, ROOM HEATERS, FACTORY BUILT FIREPLACES AND FIREPLACE INSERTS. ALL SOLID FUJEL. SLM 4INIS APPLIANCES SHALL COMPLY WITH THE PROVISIONS OF THE UNIFORM BUILDING CODE AND THE UNIFORM MECHANICAL CODE. HEATI N6 EACH DWELLING. INUIT SHALL BE PROVIDED WITH HEATING FACILITIES GAPASL.E OP MAINTAINING, A 'TEMPERATURE OF 10 DL SREES FAHRENHEIT AT A HEIGHT OP 3 ABOVE THE FLOOR IN ALL HABITABLE ROOMS YAWN TOE OUTSIDE T'EMP'ERATURE IS AS SET FORTH IN THE W.SE.G. DEFINITION OP BUILDING ENVELOPE PROM THE WIASHNNSTON STATE EMERGSY CCD! : *HE ELEMENTS OF A BUILD** WHICH CONDITIONED SPACES THROW" YWICH ''DERBY MAY BE T*ANI'SFBRED TO OR FROM THE EXTERIOR EXCEPT AS EXEMPTED BY THE POLO. I. FUEL BURNING APPLIANCES LOCATED WITHIN THE BUILDING, ENVELOPE SHALL OBTAIN AIR FROM OUTDOORS, MEETING THE PROVISIONS OP THE UNIFORM MECHANICAL cove. 2. FUEL BURNING APPLIANCES LOCATED OUTSIDE THE EUILDINS 154VELOPE SHALL MST THE PROVISIONS OP THE UNIFORM MEC.HHANICAL CODE. 5. DUCTWORK LOCATION AND SOURCE OF COMBUSTION AIR SHALL MEET THE PROVISIONS OF THE UNIFORM MECHANICM. CODE. ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED A6ENGY AND INSTALLED PER THE UNIFORM MECHANICAL CODE. APPLIANCES INTEIDED FOR INSTALLATION IN CLOSETS, ALCOVES OR CONFINED SPACES SHALL BE 50 LISTED AND INSTALLED PER THE UNIFORM MECHANICAL CODE. NO WARM AIR POMACE SHALL BE INSTALLED IN A ROOM USED OR DES16NED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE 111T1.4 ACCESS ONLY THROWN SUCH ROOM OR SPACE, EXCEPT DIRECT VE f PURNACE, ENCLOSED FURNACES AND ELECTRIC HEATHN6 FURNACES PER THE UNIFORM MECHANICAL CODE. NO WARM AIR FURNACE SHALL BE INSTALLED IN A CLOSET OR ALCOVE 11T14 A SPACE LESS THAN 12" WIDER THAN THE FURNACE OR A CLEARANCE OF 9" ALOIN6 THE SIDES, BACK AND TOP ACCORDIN+ I TO THE UNIFORM MECHANICAL CODE. LIQUEFIED PETROLEUM 6A5 BURNINGs APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR OASES MIGHT COLLECT. APPLIANCES 5D DUELED SHALL NOT BE INSTALLED IN AN ABOVE 6RADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED OAS PER THE UNIFORM MECHANICAL CODE. HEATING AND COOLING. APPLIANCES LOCATED IN A 6ARA6E AND WHICH ISENERATE A (SLOW, SPARK OR FLAME GA PALE OF 16NITIN6 FLANMNNABLE VAPORS SHALL BE INSTALLED WIN THE PILOTS AND BURNERS, OR HEATING. ELEMENT'S AND SWITCHES AT LEAST IS" ABOVE THE FLOOR SURFACE. FIRE PAMPERS NOD NOT BE INSTALLED IN AIR DUCT'S PAAS5IN6 THROUOH THE WALL, FLOOR OR CEILING SEPARATING. A RESIDENCE (GROUP B. DIVISION 9 OCCUPANCY) PROM A GARAGE (6ROUP M, DIVISION I OCCUPANCY), PROVIDED SUCH DUCTS WITHIN THE GARAGE ARE CONSTRUCTED OF STEEL. HAVING A THICKNESS NOT LESS THAN 0.014" (NO. 26 GALVANIZED D SHEET OAU6E) AND HAVE NO OPENINGS INTO THE GARAGE P -R THE UNIFORM BUJILDINS GODS. WARM AIR FURNACE INSTALLATIONS IN ATTICS OR CRAWL SPACES SHALL COMPLY WITH THE UNIFORM MECHANICAL CODE. EVERY APPLIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTIN O SYSTEM COPLYINNS YWTH THE UNIFORM MECHANICAL CODE. EVERY FACTORY BUILT GHHMAEY, TYPE L VENT, TYPE B 6A5 VENT OT TYPE 511 OAS VENT' SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OP ITS LISTING, MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE REGUIREMENTS OP THE UNIFORM MECHANICAL COPE. A TYPE B OR 811 & AS VENT SHALL TERMINATE PER THE UNIFORM MECHANICAL L GODE. A TYPE L VENNT1N O SY STEM SHALL TERMINATE NOT LESS THAN 2'-0" ABOVE THE HIGHEST POINT WHERE THE VENT PARS THAI THE ROOF OP THE BUILDING AND AT LEAST 2 HIGHER THAN ANY PORTION OP THE BUILDING WITHIN 10'-0" OP THE VENT PER THE UNIFORM MIEGMANIGArL. CODE. VENT CONNECTORS SHALL BE INSTALLED WITHIN THE SPACE OR AREA IN relic M THE APPLIANCE IS LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A mailmen AS TO MAINTAIN TAIN THE CLEARANCE TO COMBUSTIBLES PER T1E UNIFORM MECHANICAL CODE. HEATING EQUI ALL HEATING EQUIPMENT SHALL MEET THE REQUIREMENTS OP THE Mb1 NATIONAL APPLIANCE !PORGY CONSERVATION ACT (NAECAV AND SE SO SHALL ALSO COMPLY WITH SECTION 1411 OP NE WL,S.E.G. HVA1G EGIJIrt'MENIT FOR LOW•RISE RESIDENTIAL SHALL SE SIZED NO r INTEG'RAT'ED WHOLE HOUSE VENT SySTL'M SPECIFICATIONS PTRC,7M T1E 2000 WASHIN STOW STATE VENTILATION MD INDOOR MR ELIALITY GOD! FOR THE INTERMITTENTLY OPERATED INTEORATOD PORCED AIR VENTILATION IWIPTD4. I. SOURCE SPECIFIC G VENTIL A . A. MAW PAN RlOUIRIIMINTIN I. BATHROOMS, LAINDRIES NC PONDER RDONB • 90 GAM • 0. ' Vi10. 2. KITCHENS • 100 GPM • 0.29' Mk. !RADIO! HOODS ANA' DOWN DRAFT RAN8!S MAY SE RATIO AT 100 GPM • 0.10' KO. (MIND *MN USED FOR MAW PAN ReGSJ S. EXHAUST DUCT REOUIREMENTIN I. !! INSULATED TO 1110.4 MIN) IN UNCONDITIONED SPACES. 2. Be ! JIPPED WITH A SACK DRAFT DAMPER S. TERMINATE OUTSIDE THE MJILD IN I . 4. COMPLY PITH TASL! 04 ON THIS 2. OUTDOOR AIR SHALL SC SUPPLIED TO ALL HABITABLE ROOMS INROADS THE PONGlD AIR SYSTEM WINO THE POLLOWIN8 MEMO". S. FRESH AIR INLET DUCT SHALL COMPLY PITH FOLL.OWINIS: A. SE SIZED AGGORDINIGi TO TABLE S-s ON T741S SHIECt. B . SE DUG= PROM THE EXTERIOR ANC, CONNECTED TO THE RETURN AIR STREAM WITHIN FOUR F ET UPSTREAM OP TI' FUPINACE BLOWER. G. BE INSULATED TO R•4 (MINI MICH LOCATED WITHIN HEATED SPACES. D. SE PR01 GTED PROM TIE ENTRY OP INSECTS, LEAVED AND 0T14E!R FOREIGN MATERIAL. E. NOT RECEIVE AIR PROM T1E POLLOWINS AREAS, I. WITHIN TEN FEET OP AN APPLINIG! VENT OUTLET, UNLESS! TIC VENT OUTLET IS THINE FEET ABOVE THE FRESH AIR INLET. 2. WHERE IT WILL PICK UP OBJECTIONABLE ODOURS►, FUSES OR FLAMMABLE VAPORS. 9. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HAVING P'u!L BURNN O APPLIANCES THEREIN. 5. CLOSER THAN TEN PELT FROM A VENT °FENIIN O OP A PLtk'SINS DRAINA•E SYSTEM. mass T1B VENT OPENING IS AT LEAST THREE FEET ABOVE THE FRESH AIR INLET. 6. ATTICS, GRAYL. SPACES OR of . 4. TIE INLET L IGT SHALL BE EQUIPPED WITH ONE OF THE FOLLOWING: A. A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC CONTROL TUMOR, OR B. A FRED DAMPER INSTALLED No SET TO MEET M EASUARED PLOW RATES AS SPEiC.IFIED IN TAME 5-2 ON THIS EH E T, OR G. AN AUTOMATIC FLOW IIESULATIN O DE1/IGE WITH FIELD MEASURED D MINIMMJM NEGATIVE PRESSURE OP 0.10" WATER (MUM AT THE POINT MIRE THE OUTSIDE AIR DUCT IS CONNECTED TO THE RETURN AIR FL.ENJM. 5. THE VENTILATION SYSTEM SHALL SE CONTROLLED BY A 24 -HOUR CLOCK TIMER INSTALLED IN A READILY ACCESSIBLE LOCATION. THE TIMER SHALL BE GMPA ELE OP GOKf1NJO.e OPERATION AND HAVE AN AUTOMATIC ND MANUAL CONTROL. AT TIE TIME OP THE FINAL INSPECTION THE TIMER SHALL BE SET TO OPERATE THE WHOLE HOUSE SYSTEM FOR A MINIMUM or EIOHIT HOURS A DAY. A LABEL. SHALL BE AFFIXED TO THE CONTROL THAT READS "WHOLE HOUSE VENTILATION (SEE OPEPRATINiGs INSTRUCTIONS)"'. NOTE: KING Gann IRECOMMENIDS THE INSTALLATION OP A CENTRALLY LOCATED WHOLE HOUSE EXHAUST FAN WITH A MINIMUM SONE RATING. OP 15 NV SIZED ACCORDING, TO TABLE 5-2 ON TUNS 'SHEET AND CONNECTED TO THE AUTOMATIC CONTROL TIMER. THIS PILL FACILITATE FRESH AIR DISTRIBUTION NC REDUCE THE POSSIBILITY OP MOISTURE LADEN AIR REIN& DRIVEN INTO THE BUILDIN S CAVITIES. INTERIOR DOORS S SHIOUJLD BE UNDERCUT ONE HALF INCH (1/2 ") ABOVE THE FINISHED FLOOR. TABLE 3 -2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES POUR STORIES ND LESS° MINIMUM AND MAXIMUM VENTILATION RATES: cum Pc!T PER MMNITE (GFM) • FOR RESIDENCE) THAT EXCEED 8 BEDROOMS, INCREASE THE MINIMUM REQUIREMENT LISTED FOR b eeDmor,ms BY AN ADDITIONAL 13 GFM PER BEDROOM. THE MAXIMUM GPM IS EQUAL TO 13 TINES MINIMUM. TABLE 3 -3 PRESCRIPTIVE EXHAUST DUCT SIZING NOTE: I. FOR EACH ADDITIONAL ELBOW SUBTRACT 10'0" FROM LEN 6TH. 2. FLEX DUCTS OF THIS DIAMETER ARE NOT PERMITTED ED YMTH FANS OF THIS SIZE. NOTE: I. FOR METHS OVER 20 FEET INCREASE DUCT DIAMETER I INCH. 2. FOR ELBOWS NUMBERING MOIRE THAN 5 INCREASE DUCT DIAMETER 1 INCH D I. DUCT SYSTEMS OR FACTORY BUILT AIR DUCTS SHALL BE OP METAL AS SET FORTH BY THE UNIFORM t' C$ NNGAL CODE. 2. PIEGTANGS LAR,, FLAT, OVAL AND ROUND DUCT JOINTS AND SEAMS SHALL DE AIPRTIGHT PER THE UNIFORM MEGHVWIGA L. CODE. 9. INSTALLATION OP DUCTS SHALL COMPLY WITH THE UNIP0 M MECHANICAL. CODE. 4. DUCT INSULATION BE INSTALLED ' IN ACCORDANCE WITH THE UNIFORM MECHANICM. COPE. I understand that the Plan Check approvals are plans errors and omissions and a pprOVal of adopted does 8t�t'N�Crite the violation of any ordinance. Receipt of con- tractors copy of approved plans acknowledged. Dale Permit No. Fl E COPY 1.1000414 %IWO 0110"41/ ?,ita/Wriropole 1011 11101100410 10101 TABLE 3-5 PRESCRIPTIVE: INTESRATED FORGED AIR SUPPLY DUCT SIZING A SEPARATE PER R QUIRED FOR: ECHANICAL VLECTRIcAL GAS PIPING CITY OF TUKWILA RUIIRWG 1.1ryiglpu • r PAM P iS • r - M�. 'V "• , '1Y ;S A --, , R,......., .G ,..rt.,/ cn ► ,,- i • F "171 ' Lao • , ^, , . .E •. ' -` ti .' 3 ' e ,• . . i S --* r JAL • - - . -'�,_:' I *Yr 0, Mar1 Pfter estiron H J I' a a , ARCHITECTS PAY1AENT OF USE FEE IS DUE ARCHITECTS EACH STRUCTURE atinAtom THESE PLANS 110■11 THESE PLANS ARE COPYRIGHTED IN acconomci 1116. - r - 1 -- GIS 1 E 4 . 2 . N . WITH FEDERAL STATUTES. REPRODUCTION SY ANY I III %P.',;,... - #11NORTHWEST METHOD OF ALL OR PORTIONS OF THESE PLANS . ' 'PITCH ANt7 AIMED UNFIN511.07 13SMT. VARIATIONS THEREOF' %MOUT WRITTEN 3 .-,-- 1 111111rtt FROM ARCHITECTS NORTHWEST. INC. IS STRICTLY 18915-142ND AVENtE NE SUITE 100 WOODINVILLE, WA 98072 PROMOTED. THESE DRAWINGS AND PLANS SET Illri FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE 2 4-15A5Fu ...2 OFFICE: (425) 485-4900 FAX: (425) 487-8585 ARE, ANO SHALL REMAIN. THE PROPERTY OF TOLL FREE: 1-888-272-4100 WWW.ARCHITECTSNVV.COM ARCHITECTS NORTHIAEST. INC. /6/03 INTERIOR STAIR TI6HTLINE STORM DRAIN IF REQ. I MIN GRANULAR FREE DRAINING BAGKFILL WATERPROOF MENIBRANE R -I0 RIGID INSL LATI VERTICAL 2'-O" MIN. R -IO RIGID INSULATION 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 3/4" T.46. PLYW0017 SUBFLOOR GLUED 4 NAILED (2) *4 BAR CONT. MAX. 6" BELOW TOP OF MID. WALL .� • r 8" FOUNDATION WALL 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 3/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED b" FND. WALL GARAGE BALUSTERS TO CONFORM TO UBG SEC. 1003.5.3 4 504 2X4 THRUST BLOCK (3) 2X12 STRINGERS 2) *4 BAR CONTINUOUS FRAMING I FOUNDATION DIMENSION (I) *4 BAR. CONT. MAX. 6" BELOW TOP OF FND. WALL NOT TO SCALE NOTE: SPAGIN6 BETWEEN INTERMEDIATE 6UARDRAIL MEMBERS TO BE A MAX. OF 4" CLEAR SUCH THAT A SPHERE OF 4" DIA. SHALL NOT PASS THROUGH ANY OPENING FIRE BLOCKING • MID -SPAN 8" FND. WALL 1%' INSUL. SLAB !ililililil 6Vilililil►lili►i4A� BOTTOM OF FOUNDATION FOOTING SECTION THROUGH STEP FOOTING (2) 2X4 13 SKYLIGHT It'd • 6" O.G. 2 X 6 BUILT -UP CURB DOUBLE JOIST -- 2x SLOID BLOCKING • OR PER PLAN SHEAR WALL USE TJI DLOGKINO Y$ fRE TJI JOISTS OCCUR SCALE = I/2" = I'-0" (2) *4 BAR CONTINUOUS SKYLI6HT SIZE PER PLAN W/ 4" MIN. CURB FLASHING AS RECOMMENDED BY MANUFACTURER (2 LAYERS LAMINATED 6L ASS • +I2' -O" A.F.F./ 2 LAYERS TEMPERED &LASS • - 12-0" A.F.F.) TO PARALLEL FLOOR TRANSFE PRAMINISA POIJNDATION DIMENSION FINISH PER ELEVATION OV!'R 7 LD.IWINb r R AIR INFILTRATIO1 OVER SHE►rNi Z - FLAvMIN6 WOOD TRIM I b" MIN. LL 1T 1--T 1,i - 11 • I=II I Muliwzo TII &HTLINE► I N I I 1 " == I� 11 1 11=11 1 1.;111„ 4" DIA. PERF. FOUNDATION DRAIN FRAMING 4 FOUNDATION DIMENSION FINISH PER ELEVATION OVER 1 LB. BUILDIN5 PAPER OR AIR INFILTRATION BARRIER OVER SHEATHIN6 PER PLAN Z - FLASHI N6 OPTIONAL b" MIN. L-T z I (I) *4 BAR CONTINUOUS 4" DIA. PERF. FOUNDATION DRAIN (I) *4 BAR CONTI i ••• 2x P. T. SILL PL W/ ANC BOLTS 4 2 "x2 "X5 /Ib" WA PER SHEAR HALL ED. 12" I I . • MAX. 4 4 1/2" MIN. FROM MIN. III i 7 EMBEDMENT. (ELSEWHERE • `U • USE Sib" PpIA. X 10" A. B. W/ II' 2 "x2 "x3 /16 M WASHERS • 46" O.G. � � E�IZO lO" lb" .GO.G. 4.9 �'' • li II 4 ••- MIL. BLACK V. B. 4 -4 7 1 177I - ;7 a d • • TIEI I M + - (2) *4 BAR CONTINUOUS • • • � 4'"I' e' k *' k 6N e st * 2X STUDS PER PLAN BATT INSULATION Pet PLAN BATT INSULATION PER PLAN 9/4" 4�LUED t NAILED SUBFLOOR PLR. JSTS. PER PLAN —111 —III=. 11._=1 I I=1 1I- 1 r SCALE : 1" ■ 1 2x STUDS PER PLAN 2x P.T. SILL PLATE pi/ANCHOR BOLTS PER SHEAR WALL SCHEDULE 12" MAX. FROM ENDS 4 1" MIN. EMBEDMENT. USE 2 "x2 "x3 /I6" WASHER (ELSEWHERE USE 5/8" DIA. x 10" ANCHOR BOLTS • 46" O.C.w/ 2 "x2 "x3/16" 4" CONC. SLAB OVER 6 MIL. BLACK V. B. OVER 4" GRANULAR FILL *4 BAR VERTICAL • 16" O.G. 4 HORIZONTAL • IO" O.G. (2) *4 BAR CONTINUOUS SCALE : I" = 1'-0" POUNDATION AI I TIp p p�� OVER SM�EATNIN6�M'!:R PLAN I" MAX OR 4" MIN • DOOR MEMBRANE 4" GONG. SLAB STUB OUT *4 BAR X 24" • 16" 0.G (I) *4 BAR CONTINUOUS I I *4 BAR VERTICAL • 16" O.G.._ 4 HORIZONTAL • 10" O.G. - I 4" DIA. PERF. FOUNDATION DRAIN { 8" FOUNDATION WALL kM/ SLAB -4" GONG. SLAB OVER 6 MIL. BLACK V.B. OVER 4" GRANULAR FILL A V MAX b TOP OF FND. WILL • •• 4 4 • FRAMING 4 FOUNDATION DIMENSION 5/8" TYPE "X" 6143 • • • • • • +} . I I 1_,;,111= I I I,; ,I I I " -- • Ae4" 8" *4 SI•EAR WALL PER PLAN Ibd•6 " 0.G. 4 i1 . 111. THICKENED SLAB • 11 • II • • • 16" • • GABLE END DETAIL P 2x P. T.SII.L FL. W/ - BOLTS 4 2 x2 "X3 /Ib" WASHE PER SHEAR WALL SCHED. 12 X MAX. 4 4 1/2" MIN. PROM ENDS. " 4 1" EMBEDMENT. (eLserveme U r T /b" DIA. X ION A.B. 2 x2 x /Ib" WASHERS • 46" 0.G.) • • • • "fele 6" *4;i. + 2X STUDS PER PLAN BATT INSULATION PER PLAN PRESSURE TREATED RIM JOIST BATT INSULATION PER PLAN 9/4" T.40. PLYWOOD SUBPLOOR (SLUED 4 NAILED JS R PLAN ,:,III_ °' - (2) *4 BAR CONTINUOUS SCALE = IN • 11 -0" 2X STUDS PER PLAN 2x P. T. SILL PL. NV ANCHOR BOLTS 4 2 "x2 "X3/16" WASHERS PER SHEAR WALL SCHED. 12" MAX. 4 4 I/2" MIN. FROM ENDS. 4 7" EMBEDMENT. (ELSEWHERE USE S /b "DIA.X "A. B. W/ 2"x2 "x5/16" WARS • 48 O.G,) 2'-0" MIN. R -IO RIGID INSULATION v -4" GONG. SLAB OVER 6 MIL. BLACK V.B. OVER 4" I — III II1 =1I El I 1 =1 I R -10 RIGID INSULATION 11- VERTICAL • STEM WALL :1 I1=11I *4 BAR VERTICAL • 18" O.G. 4 HORIZONTAL • 10" O.G. (2) *4 BAR CONTINUOUS INSUL. SLAB go HOUSE/ 6ARA6E 2x STUDS PER PLAN 2x P.T. SILL PLATE P4/ANCHOR BOLTS PER SHEAR WALL SCHEDULE 12" MAX. FROM ENDS 4 1 MIN. EMBEDMENT. USE 2 "x2 "x3 /I6" WASHER. USE 5/8" DIA. x O" ANCHOR BOLTS • 48" O.G. v /2 "x2 "X3 /I6" WASHER) 4" CONC. SLAB OVER 6 MIL. BLACK V.B. OVER 4" 6RAN)LAR FILL • • - I • a 4: - • .-141 '(2) BAR Gcvl�Ii-iNxx�S I I I- � =-_'� - • � 1.4111 =III 1il 1 1 1 1 1 1 1- I mo -.- =1 11 =1 I I '1 C I I I= I I I- I 11• i; I 11= _ 17; II. —Ills III= III =III= Ills / 6 " / TYPICAL ROOF DIAPHRA6M SCALE : I " = 1 1 - • SCALE : I = I ROOF FRAMING MEMBERS PER PLAN 2x6 SOLID BLOCKING • 46" O.G. (5) Ibd TO BLOGKIN a EACH END TYP. NOT TO SCALE • • • ♦ • rRAMINO rourroArigr DIMENSION FINISH � ��G�/AT OVdt 19 . BATT INSULATION PLR PLAN Z - PLASHI NO gRE S MI. TO Q" M� N X C � TOP OP SLAB to II 0) *4 BAR CONT. MAX 6" BELOW TOP OF FND TIOHTLINE IR D IN " -\ 3" CLR 4" DIA. PERF. FOUNDATION DRAIN SOLID I3LOGKIH6 Z BOTTOM OF BEAM ;s3 /■y_ 2 • SIMPSON A24 - • • E _ i P .I I 1 = 1 I I I I =1 17- I I -1 I I •E I I I• 1 1 -=-�I I I, ; ,III, I I • CONTINUOUS FOOTING BATT' INSULATION PER PLAN GEILIN6 JOISTS PER PLAN (3) &d NAILS• EACH TRUSS SIMPSON H-I SEISMIC TIE • 4$" 0.G. 2 X STUDS PER PLAN BATT INSULATION PER PLAN 1 GEILIN6 E SAVE NAIL SHEATHIN6 TO t HEADER •3" 0.G. E.W. APA RATED SH EATHINS-- --trt«- S/8" MIN. 24/0 EXP. I 1V I� I F- II tt I APPROVED HOOKED END WOOD TO CONCRETE CONNECTORS • 24" WIDE PANELS I/2" CLEAR FROM FACE OF GONG. MIN. • • • • • •• • • • HORIZ. SCE PLAN FOR SIZE •• 4" 8" 6 4" k II II i • II 4 • • • • • • 2x STUDS PER PLAN T. FLR. JSTS. PER PLAN R -I0 RIGID INSULATION fflVE*TIGAL • STEM WLL 111__ ITr *4 BAR VERTICAL • 16" O.G. 4 HORIZONTAL • 10" O.G. • • • 1r • • - - (2) *4 BAR CONTINUOUS SCALE : I" = 1 BATT INSULATION PER PLAN 3/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILED 4 •• 1 1 -4 " • • • - •• ICI I ICI i� I ...._IIIEIII=I II I I Ill I„ III- 2) *4 BAR CONTINUOUS BEAM PER PLAN 2 X 4 CLEAT EACH SIDE P. T. POST PER PLAN 6 MIL. BLACK V. B. ` • • • • i • • • • • • Ilr • LATERAL RESTRAINT PANEL SCALE : I" = I -0" ROOFING MATERIAL PER ELEVATION OVER BUILDING PAPER 4 SHEATHING PER PLAN rgg FRAMING PER PLAN INSULATION BAFFLE TO EXTEND 12" ABOVE INSULATION WITH 11/2" CLEAR AIRSPACE VENTED 2X BLOGKIN6 W/ (5) 2" DIA HOLES PER 24" O.G. FASCIA BOARD 5" CONTINUOUS METAL 6UTTER 8d NAILS • 6" O.G. OVERHANG PER PLAN ;T A FINISH PER ELEVATION OVER 1 LB. BUILDIN6 PAPER OR AIR INFILTRATION BARRIER OVER SHEATHIN6 PER PLAN SCALE : I" = I'-O" SEE PLAN FOR DIM. -- 2X TOP PLATE b d NAILS • 3" O.G. ALL PLATES, HEADERS 4 STUDS 1 (2) 2X PLATE IIII _ III 1r • I I f • • - w I ] (2) DOLTS 0" 4./ I C I (2) 2X STUDS, NAIL SHEATHING TO EACH STUD YM/ 10d • 5" II- 0.G. (2) ROWS • PLYWOOD JOINTS • U LIT T 1 -1►1 —I 11 • .. � I I I - -- 1 11 - I I1- � .� vb.2.. • . . El I 1= 1 I it FLOOR JOISTS PER PLAN I6d TOENAILED • 6" O.G. EACH SIDE STA66ERED NOTE* OR TJI &KW. FLOOR DIAPHIIA6M FLOOR TO WALL SHEAR TRANSFER NOT TO SCALE SHEAR WALL PER PLAN bd NAILS • 6" O.G. THROIASH SHEATHING INTO PRAMINO MEMBER ROOF SHEATHING ROOF FRAMIN6 memeen PER PLAN 2 WALL TO ROOF TRANSFER SLOPING 2 x SLOCKINO 2x IBLOCKINS 'BETWEEN STUDS (2) I6d NAILS • EACH SILO bd • 6" 04. SHEATH TRIM MR PLAN OR USE MOBS pesioNeo FOR LATERAL LOAD bd • 6 0.C. SHEATH TRUSS PER PLAN OR vie TRUSS DessoN FOR LATERAL PARALLEL TIRUSS TRANSFER MEWED BY: DATE: 1/2410 V • • .0■1. sm.., , "■41 , 100.1,1•111.0.11. COMMIIN on. •■••••■••■ • • LARAL RESTRAINT HARDWARE *rMSm ►aLDor« TYPE ,MC AMOUNTS cia • 61Mr60N IAPAFDZZ ti/(16) Ibd NAILS (24) TOTAL 400 91hPSON STFIDI4 r4/(96) Ibd NAILS (4) TOTAL . 0 • 61MP30N Mb n/(6) Od NAILS (D) TOTAL II* SIMr'.iON G'SI6x06 /46 nA(ZO) IOd NAILS Q° SINPSON MST46 GOM r4/(54) NAILS (6) TOTAL FOOTI N6 S 1 SYMBOL FOUNDATION NOTES • I C 36_ 36" DIAMETER X 12" THICK CONC. FOOTINI6 MATH S - *4 B A R S E . M . 5T 4 GONSEGTION PER FLAN 24 24" cnAmpER X b" THI T .° Niib OST I CONNECT! ' S A , 4'1.1\ '; -. T.O. f .• b' -I" ABOVE MAIN FLOOR Inimg X11 El iss (3) 2 SKYLI6HT5 IN/ LAM. &LASS CENTERED ON WINDOWS D.S.0 L EI MP IF IMINIMMIII CO Mg •111•1111•111B 1111. 4111•11111111•1111111.1111.11110 61111111111111111 T.O. fE • 1 ABOVE MAIN FLOOR s.Q lb" DESI6N TRUSS FOR ITIS* LAT. WAD T.O. PE. • S' -I" ABOVE MAIN FLOOR T.O. .•q' —I " ABOVE 6ARA6E HI-SLAB O DE416N TRUSS FOR 1113* LAT. LOAD : DESIGN TRUSS FOR 24 LAT. LOAD ADD H6 • TRUSS TO2x FLAT . ROOF FRAMJN NOTES: I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL BEAMS 4 HEADERS TO BE 4x10 DF *2 • 2x4 WALLS 4 6x4 DM • 2x6 MALLS U.N.O. 3. PROVIDE VENT BLOCKING OVER SUPPORTS. 4. BEARING MALLS ARE SHADED. S. ALL : • SHALL BE STAMPED BY AN ENGINEER LICENSED IN THE STATE OF WIASHIN6TON. ▪ SHALL BE INSTALLED 4 BRACED TO EN6INEERS SPECIFICATIONS • SHALL HAVE DESIGN DETAILS 4 DRAYMINOS ON SITE FOR FRAMIN& INSPECTION • SHALL NOT BE FIELD ALTERED YMITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENIPINERIN O CALCULATIONS 6. SEE SHEET 6 FOR ROOT VENTILATION. "I. SEE 'STET I FOR ADDITIONAL NOTE'S. • •••904 _•••••• __.. •••• --. . ,•- .PV,.M•wrw..Aw ►• - «.Plnx+.l•• - - w+.. .. ROOF FRAMING PLAN V STRUCTURAL GABLE END TRUSS -- DESIdN TRW* FOR 10440 LAT. LOAD OR Uee PI-6 Sh & 130.5.0 12 1'-0" 22 1 - 0" SCALE: I /6" • 1 PI-6 SHT6. OR DESI6N TRUSS FOR 1246• LAT. WAD 13'-0" STUB T'RU�f DIAGRAM 1 12 lb" D.S. D.S.O END JACKS • 24" O.G. T.O. BEAM • q' -1" ABOVE MAIN FLOOR 26'-O" SCISSOR TRUSS D IAGRAM 15 • POST 2 10 L. 2x10 F.J. • Ib' Ib' � UNFINISHED EASEMNT 4" CONC. OVER 6 MIL (BLACK) VB. OVER 4" 6RMNJLAR FILL 24 L.F. (2) F.J. 2x10 F.J. 4" 6RAN ULAR PI 4" GONG. OVER PI-4 POKY D.S.O I PI - 2 4 LF. PONY CLIENT AND CONTRACTOR VERIFYING ALL ELENENlTS; HORIZONTAL CLEARANCES AND Pollee SUPPLY ETC. TO CONSTRUCTION ALL TIGAL 4 IPMENTS OR . w/A95FA •. - - 16" 0.G. TO BM. OR F.J. - • 9' ADV. H. T.O. KNEE WALL • 4' - ABOVE MAIN FLOOR 2x8 RAFTERS • 24" O.G. W/ 2x6 COLLAR TIES POST DOWN TO HEADER BELOW T.O. KNEE WALL • 4' -5" ABOVE MAIN FLOOR SEAT GUT RAFTERS TO MATCH TRUSS • D.H. T.D. R'_ • q' -1" ABOVE GARAGE HI -SLAB I- SCALE: I /4" s 1'-0" 44'-0" OVERALL FOOTPRINT FOUNEATION PLC FOUNDATION PLAN NOTES : I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONIS 4 CONDITIONS PRIOR TO CONSTRUCTION. 2. 'ROVIDE SOLID BLOGKIN8 OVER 'SUPPORTS. 3. PO'ST'S TO BE P.T. 4x4 DF*2 4 P.T. 4x6 OF*2 • BEAM JOINTS, U.N.O. 4. ALL FOOTINIbb TO REST ON UNDISTURBED SOIL. 5. ALL WOOD IN CONTACT PITH CONC.. TO BE PRESSURE TREATED 6. !SOFFIT, VENT, 4 INNIA_ATE CANTILEVERED AREAS. 1. INSTALL SIMIFSONI GONG. TO MOOD HOLDOI^NS I -1/2" FROM 4 moan Or'ENIN dle, ALSO SEE MANUFAGTURB!'S SPECS. 6. STEP FOUNDATION PER SITE CONDITIONS. el. 2,00o P.S.F. AVJUNIED SOIL DEAKIN 6 CAPACITY 'SMALL BE VERIFIED IN Fl 10. 'SPACE S/b" DIA. ANICA4OR BOLTS NV 2" "x3/16" PLATE MASHERS • 4'-O" . SEE &MT I FOR ADDITIONAL NOTES. ELD. Chat fw /Wit vitiapt. Wan/ h€44kt M (AAA- 5 4 ' -O " 4'-O" sa Oeo kcpaq - v 9)(4HK( .jb sbu.ha.‘a 4 #44014a. .6(sissfiffri 'y..44 'w�M 111614-+w4- fo ioiviiii4o,ix-/414*. lope bope � 9 0( ger* 4' TALL PONY WALL v4/ 1 2x4. V4ALI ON 16" WIDE (t1 GONG. FND. • "Abat MVIEZ" ASV O at EDGE OF SLAB CONTINUE FOOTIN6 BENEATH DOORS ; 3 1 it) th SOFFIT, VENT 4 INSULATE FLOOR ADV. c� ON GO STEM L -1*. '-3" ASV. • 9 O K '► _ 2 CITY OF TUKWILA 9 ,APPROVED rl JUN 1' 2u3 As r+::i • • A , -.�. 411, CI • � 114 r • t •;' • , • • ' 1 • • 1, r C 4 * -A' • 4 VENTILATION REQUIREMENTS (SEE 2000 Y'IA9MIIN6TON STATE INDOOR AIR QUALITY CODE) SYMBOL FAN TYPE Ai l "NLJTOPE' QT IDO 1.0 90rES 190 GFM • .10 Mlb '� � W .26 1121P "TOPE" OT 80 13 30PES 65 GFM • Nf • .10 W6 EO Gf ' NpTEs, I. 1!x QT 190 (100 GFM MINA • ALL KITCHEN t YMHOLE MOUSE FAN. Z. USE QT 00 MO GPM MIN) • ALL OTHER LOCATIONS. 9. IVL,I. FANS TO VENT DIRECTLY TO OUTSIDE. 4. ALL. OTHER REGiUII�EMlN1'S OF 2000 Y10EG/I�O VIAQ MUST DE MET. LATERAL RESTRAINT HARDWARE SYMBOL HOL7OY94 TYPE AND AMOUNTS El SIMPSON FIP/1FIO22 14/(I6) Ibe! NAILS (24) TOTAL el,* 51MPSOW BT1I014 w/(96) Ibd NAILS (4) TOTAL Q • SIhIPSON H6 h/(0) bd NAILS ON TOTAL. etr 51MP50W G916w36 /46 w/(2D) IPd WAILS 0 SIhIP30N M9T4D D0Y1N h/(34) NAILS (b) TOTAL L • sIMPSow ,mss SHEAR YELL SCHEDULE . (SEE 1991 WC TABLE 23- 11 -I -I, 4 23- II -I -2) P1-b V • I9a PLP 1/2" PLYWOOD OR 0.53. EQUAL A/ bd (OUN) NAILS • 6" O.G. ANCHORAGE: Ibd NAILS • S" O.G. OR 3/6" AD. • 46" O.G. TO GONG. PI-4 V • W4 PL.F I/2" PLYWOOD OR 0.93. EGRJAL V'V bd (M /AU NAILS • 4"04. ANGHORA6 s Ibd NAILS • • 4" O .C. O R " A.D. • • !Jb" 04. TO GONG. PI-5 V • 989 PLP 1/2" PLY MOOD OR O.S.D. EQUAL WI/ bd (wU NAILS • 3" 04. ANCHORAOEI WENS" LAOS • IT OZ. OR 5/0" A.B. • *JO" O.G. TO GONG. USE MIN. S" NOMINAL SILLS 4 STUD9 • ADJOIN IN O PANEL WOES iF >MO PL.F PI -2 V • 516 PL.P - 1/2" PLYWOOD OR O.S.D. MAL Pi/ tad (ifUNU NAILS • T 0 G. AN E: 9/b "x0" LAO S41 • 4 1" 04. OR S/b" AB. • 24" O.G. TO GONG. USE HIM 3" NOMINAL SILLS R STUDS • ADJOININ•1 PANEL woes. P2 V • 606 PLP IT PLYPIOOD OR 0.9.d. EQUAL (2 SIDES) VV bd (411JF) NAILS • 4" O.G. AN E: 9/9"x0" LAO 9G145 • b" 0.0. OR WV A. • Ita" 04. TO GONG. USE MIN, S" NOMINAL SILLS 4 STUDS • ADJOIN IN` PANEL woes. P2-9 V ■ na PLF 1/2" PLYI OR O.S3. EQUAL (2 SIDE'S) V'V ad (OUN) NAILS • S" 04. ANCMORAOEs 9/8"x0" LAO SCRIMS • '1" 04. OR OM" A3. • 12" 0.G. TO GONG. USE MIN. S" NOMINAL SILLS • MPS • ADJOIN INi PANEL. EDMeS. 112 -2 V • IMO PL.N' I/2" PLYWOOD OR 0 .6B. et" IAL. (2 SIDES) 11/ ad ((t4) NAIL. • 2" 04. ANIGMORAOE: 5/1! "x0" LAO WIMPS • b" O.G. OR S/6" A.a. • 12" O.G. TO GONG. USE MIN. S" NOMINAL SILLS 4 STUDS • AD.IOisit* PANEL MM. I. THE SMEAR VALUES IN NISr TABLE ARE BASED ON THE use OF bd, PNEUMATIGAL.LY DRIVEN NAILS WITH A MINIMUM SHANK DIAMETER OF 0.113 "; INTO HEM -FIR dRADE STUDS. 2. NAIL SPAGIN O IS FOR ALL PANEL WOES. BLOCK ALL. PANEL WOES. *J. SPAGINO OF NAILS ALONE, INTERMEDIATE FRAMINO MEMVIERS 15 IT 0.G. 4. SHEATHING TO DE ABA RA TED, EXPI/ EXP2/EXT OR G- G /G- D/STRUGT II PLYYVOOD. O. AT DOUBLE SIDED SHEAR MALLS, OFFSET SHEATHING JOINT DY ONE BAY MIN. ALSO PROVIDE 4x DLOGKINO IIENEATM SILL PLATE, PITH NAILS SIMMERED. BEDROOM 3 6' -IO" 4 • IIOV S.D. SOAKIN6 TUB CARPET I I'-0" PN TO R.J. s F.J. 11OV S.D. 0 Q 110V S.D. s�o� ' 3:12 ) M FL./PL. OR DN TO BM UP 14 RI q" TREADS V.T.O. 1 WHOLE HOUSE FAN W/ AUTO TIMER 4 MANUAL OVER -RIDE BEDROOM 2 CLIENT AND CONTRACTOR SHALL VERIFYINS ALL ELEMENTS; VERTI 4 HORIZONTAL CLEARANCES, EMI NTS AND POWER SUPPLY ETC. PRIOR TO CONSTRUCTION LINE OF WALL E3ELOW WA ON HMO 2x10 F.J. • bxb BULIT -UP POST OVER bx• BASE KITGHEN'r w1 is - - - 16" 0.G. I� , ",IQ (3) 2x6 4x10 FLUSH HU4I0 I*1 R. (2) F.J. 6'-0" GANTL. I'-6" L IVIN6 5LOPI 1/2 WALL • 36" ADV. NOSI 3-1/8" 3° B.F SOFFIT DOWN TO 8' -I" A.M.F. LINE OP WALL BELOWI s i to " O i 0 0 v 1 J 0 cV • V 4 O SAFETY 6LASS in ENCLOSURE • SHWR. IL e Ms ■ =Minn. MID Oh .41.1.11=11, ■ M. ■■■ ■ 4' -0" SCALE: I/4" • I'-0" 3 5LIDER/5.6. 2' -IO" UPPER FLOOR PLAN 6s-6N 26 1 •0" LINE OF ROOF BELOW 4 d3 LAND* 3x4 GONG ! N V L 6LASS ON N4INDOW5 L 0 N • 4 -0N CLIENT AND CONTRACTOR SHALL VERIFYINb ALL ELEMENTS; VERTICAL. 4 HORIZONTAL CLEARANCES, EQUIPM N AND POWER SUPPLY ETC. PRIOR TO CONSTRUCTION 4 1_ 0 N L ivamorn MAIN FLOOR PLAN SCALE: I/4" • II -0" PI-b 44 OVERALL f.LQQR PLAN NOTES: I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 COMMONS PRIOR TO CONSTRUCTION. 2. ALL SEAMS 4 HEADERS TO SE 4X10 DF*2 • 2X4 WALLS 4 bXb DF*2 • 2Xb WALLS U.N.O. S. PROVIDE SOLID BLOGKINHS OVER SUPPORTS. 4. PROVIDE FIR : .OGKINO • ALL PLUMBING PENETRATIONS. S. V'IINDOVV 4 DOORS AWE SHOVIN t NOTED AS NOMINAL SIZES. 6. VIIN DOW HEADERS • 6' -b" ABOVE FINISHED FLOOR • MAIN FLOOR„ U.N.O. VIINDOVI HEADERS • 6 ABOVE FINISHED FLOOR • UPPER FLOOR, U.N.O. '7. ALL MOD IN CONTACT ram CON C. TO DE messupte TREATED. 6. EXTERIOR MALLS TO DE 2X STUDS • 16" 0.G., U.N.O. Ml. INSTALL SIM SON GONG. TO HOOD HIOLDO1^IIMS I I/2" FROM CORNERS i WINDOW ROUGH OPENINGS, ALSO SEE MANUFACTURER'S SPECS. 10. • INDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O. II. SMOKE DETECTORS: I SHALL DE 110 V I TED VV BATTERY BACKUP " SMALL BE INSTALLED ON EACH FLOOR AND IN ALL. * SHALL EE INSTALLED IN EACH LOCATION WERE THERE IS A CEILING C:HANese dREATER THAN 24" 12. SEE SHEET I FOR ADC'iIT1ONAL NOTES. LINE OF ROOF BELOW 4'+0" 4'-0" 2 4'-0" 96' 4416H P.T. lit/11L V4/ 2x2 PICKETS • 5-9/8' O.G. r av�¢i+i�ws e�cK E TO !Z CITY Of TU D IU JUN 1 3 0n r- 4 • • • In In • 1• m 4 .....................__... ___........._.. 4 \ , ` - � ` a • • Y • c . r ARE : • _ LOVER PLOk.:�IR= \ I ' .. , • • ..1816 443 •.1!! • .1 .1 < " MAIN fL.Ol1�IR: / • ` �' • UPPER FLOOR: ' . -. ,� • • : TOTAL AiMAI - 1014 OP. ` •ARA•E: its •.P. BEDROOM 3 6' -IO" 4 • IIOV S.D. SOAKIN6 TUB CARPET I I'-0" PN TO R.J. s F.J. 11OV S.D. 0 Q 110V S.D. s�o� ' 3:12 ) M FL./PL. OR DN TO BM UP 14 RI q" TREADS V.T.O. 1 WHOLE HOUSE FAN W/ AUTO TIMER 4 MANUAL OVER -RIDE BEDROOM 2 CLIENT AND CONTRACTOR SHALL VERIFYINS ALL ELEMENTS; VERTI 4 HORIZONTAL CLEARANCES, EMI NTS AND POWER SUPPLY ETC. PRIOR TO CONSTRUCTION LINE OF WALL E3ELOW WA ON HMO 2x10 F.J. • bxb BULIT -UP POST OVER bx• BASE KITGHEN'r w1 is - - - 16" 0.G. I� , ",IQ (3) 2x6 4x10 FLUSH HU4I0 I*1 R. (2) F.J. 6'-0" GANTL. I'-6" L IVIN6 5LOPI 1/2 WALL • 36" ADV. NOSI 3-1/8" 3° B.F SOFFIT DOWN TO 8' -I" A.M.F. LINE OP WALL BELOWI s i to " O i 0 0 v 1 J 0 cV • V 4 O SAFETY 6LASS in ENCLOSURE • SHWR. IL e Ms ■ =Minn. MID Oh .41.1.11=11, ■ M. ■■■ ■ 4' -0" SCALE: I/4" • I'-0" 3 5LIDER/5.6. 2' -IO" UPPER FLOOR PLAN 6s-6N 26 1 •0" LINE OF ROOF BELOW 4 d3 LAND* 3x4 GONG ! N V L 6LASS ON N4INDOW5 L 0 N • 4 -0N CLIENT AND CONTRACTOR SHALL VERIFYINb ALL ELEMENTS; VERTICAL. 4 HORIZONTAL CLEARANCES, EQUIPM N AND POWER SUPPLY ETC. PRIOR TO CONSTRUCTION 4 1_ 0 N L ivamorn MAIN FLOOR PLAN SCALE: I/4" • II -0" PI-b 44 OVERALL f.LQQR PLAN NOTES: I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 COMMONS PRIOR TO CONSTRUCTION. 2. ALL SEAMS 4 HEADERS TO SE 4X10 DF*2 • 2X4 WALLS 4 bXb DF*2 • 2Xb WALLS U.N.O. S. PROVIDE SOLID BLOGKINHS OVER SUPPORTS. 4. PROVIDE FIR : .OGKINO • ALL PLUMBING PENETRATIONS. S. V'IINDOVV 4 DOORS AWE SHOVIN t NOTED AS NOMINAL SIZES. 6. VIIN DOW HEADERS • 6' -b" ABOVE FINISHED FLOOR • MAIN FLOOR„ U.N.O. VIINDOVI HEADERS • 6 ABOVE FINISHED FLOOR • UPPER FLOOR, U.N.O. '7. ALL MOD IN CONTACT ram CON C. TO DE messupte TREATED. 6. EXTERIOR MALLS TO DE 2X STUDS • 16" 0.G., U.N.O. Ml. INSTALL SIM SON GONG. TO HOOD HIOLDO1^IIMS I I/2" FROM CORNERS i WINDOW ROUGH OPENINGS, ALSO SEE MANUFACTURER'S SPECS. 10. • INDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O. II. SMOKE DETECTORS: I SHALL DE 110 V I TED VV BATTERY BACKUP " SMALL BE INSTALLED ON EACH FLOOR AND IN ALL. * SHALL EE INSTALLED IN EACH LOCATION WERE THERE IS A CEILING C:HANese dREATER THAN 24" 12. SEE SHEET I FOR ADC'iIT1ONAL NOTES. LINE OF ROOF BELOW 4'+0" 4'-0" 2 4'-0" 96' 4416H P.T. lit/11L V4/ 2x2 PICKETS • 5-9/8' O.G. r av�¢i+i�ws e�cK E TO !Z CITY Of TU D IU JUN 1 3 0n r- 4 • • • In In • 1• m 4 .....................__... ___........._.. 4 \ , ` - � ` a • • Y • SUBFI-OOR R.• MAIN MAIN FLOOR T.S, RETAINING WALL 7 i ) T.O. 1.41- • *ARAM 2 SKYLIGHTS A/ LAM. GLASS -CONTINUOUS &UTTER. OVER IxS FASCIA -2x4 WINDOW 'TRIM TYPICAL DRAWN SY: 51 If LA1ERAL DATE ANA 1/22/0 REVISED By' R. • UP'PER SUBFLOOR R. • MAIN MAIN FLOOR R_• ISARA6E &RADE • OF \ T.O. HI-SLAB • 6ARA6E SHIN6LE SIDIN6 GONG. LANDING 12 - ■o•s al 1 1'..'11 III I I I 111 I I ; - 1 . 11 11 \ 1 11 \ n . I ii . 1 II / n a 11 11 r . P 'I V E.GGract...Trei • • .111111.1rowy- ...pop. • .V.NII,..lwir. • • • .• ay. • ...^11..•■•••• 12 LEFT ELEVATION RIGHT ELEVATION irt eGALEI I/4' • I'-er Lsnol GONG. PER *RADE L L 12 &RADE • 6ARA6E ELEVATION NOTES: 1, J LINE OF INTERIOR VAULT T.O. SLAB • • MAIN FLOOR 6ARA6E iIiIPii lIuulIUIIuIIlIuII alb. dill 111 411111111 111111114 .11111111111 111111111111111c4 oi e 4111131111111111111111111111111111111116 do r r ill1111111111111111111111111111111111111111111111111116, 2x4 CORBELS • 34 1 0G. .011111. diu . 11111 NM •• EN in IIII m m AIL.. ‚S 2x5 FL ./1111111111i., 4/1111111111111116. : 2x4 V41 •1111111111111111111.. .1111111111111113111111111111., 4111111111111111111111113111111114 .4111111111111H .1111111111111 111 1 -111111111 miaijall1111111t. A , - 411111111M -AIN 1111113 milmoo■ maim • minty gum Imre! umcmt maim 1111111 \\ 11111111 111111111 \ , 1111111 1 11111111 N 111111111 1111111111 \ \ 111311111 1111113 \ 11111111 1111111r 1 111.11111..1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1111111111111 pnium9 ...., 11111111111111 MO RN NM NM GONG. LANDING. • STEPS 4x8 P.T. POSTS WRAP 14/ CEDAR * R.41 UPPER I. VERIFY SHEAR HALL NAILIN6 AND HOLDOWNS PER PLAN 4 SCHEDULE PRIOR TO INSTALLIN6 SIDIN6. 2. MASONRY AND 1 FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER U.B.C. 3. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. 4. PROVIDE WEATHER STRIPPING 4 FLASHIN6 AT ALL DOORS 4 WINDOWS PER U.B.C. 5. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING 4 COVNTERFLASHIN6 • ALL ROOF PENETRATIONS, CHIMNEYS I SKYLI6HTS. 6. PROVIDE CONTINUOUS METAL GUTTERS 4 DOWNSPOUTS • ALL EAVES, TYPICAL. 7. SEE SHEET I FOR ADDITIONAL NOTES. ilecemEnt • 1x4 TRIM OVER 2xI2 FASCIA TYP. • drADLE ENDS 2x4 WINDOW TRIM 'TYPICAL 6" EXPOSED LAP TYP SCALE: I/4" = rL COMPOSITION -ow •141NOLE5 TYP. 2x4 DOOR TRIM 12 L REAR ELEVATION • 4 OKYLI•HT 1%' LAM. OLAS6 r' •HINSLE 2x6 TRIM I2 —11ALL MOLINTE17 TRELLIS, (1) 1)(2 CEDAR. • 12" O.G. EACH WAY OVER SIDING . . 12"x24"Louveotep ATTIC VENT (CEDAR) S CITY Of TUKWItA APPROVED JUN 1 3 2003 AS 'cid 10044G tiMmkt#4 TO. BEAM • av . AMY 6 L • ROOF VENTILATION CHAPTER 6 PRESCRPTNE Standard Truss / Scissor Truss Roof Framing Assembly: GARAGE Roof Area: Ventilation Required: 271 s.f. 271 s.f. x 144 s.i. I s.f. 1 300 = 130.08 s.i. Req'd Provide 1/2 ventilation at eaves, 1/2 above midpoint & min. 3 ft. above eave vents UNLMTED Eave Ventilation: R -30 Birdblocking = Eave Ventilation Req'd = Provide : Min. Ventilation Provided = 4.71 s.i./ I.f. - 25% reduction = 130.08 s.i. / 2 / s.i. per I.f. = 19 If. birdblocking. Ventilation = 67.118 s.i. is greater than 3.53 s.i. / II. 18.41 U. 67.12 s.i. 65.04 s.i. Req'd Ridge Ventilation: MAX. VERTICAL U -VALUE ALLOWED 0.40 Continuous Ridge Vent = Upper Ventilation Req'd = Provide: Min. Ventilation Provided = 29 s.i. per I.f. - 25% reduction = 65.04 s.i. / s.i. per linear foot = 3 I.f. ridge vent. Ventilation = 65.25 s.i. is Greater than 21.75 s.i. per I.f. 2.99 I.f. 65.25 s.i. 65.04 s.i. Req'd Use : (minimum) Use : (minimum) 19 I.f. birdblocking. Ventilation = 3 II ridge vent Ventilation = 67.12 s.i. 65.25 s•i. Total Min. Ventilation Provided = 132.37 s.i. IS GREATER THAN : 130.08 s•i. Req'd 2001 WASHINGTON STATE ENERGY CODE CHECKLIST CHAPTER 6 PRESCRPTNE PROPOSED INSULATION OPTION NUMBER E CEILINGS R - 38 MAX. GLAZING PERCENTAGE ALLOWED UNLMTED VAULTED CELNGS R -30 PROPOSED PERCENTAGE GLAZING 13.98% ABOVE GRADE WALLS R -21 MAX. VERTICAL U -VALUE ALLOWED 0.40 BELOW GRADE WALLS (P TERIOR) R -21 PROPOSED VERTICAL U -VALUE 0.36 FLOORS OVER UNHEATED SPACES R -30 MAX. OVERHEAD U -VALUE ALLOWED 0.58 SLAB PERIMETER R -10 PROPOSED OVERHEAD U -VALUE 0.51 DUCTS N UNHEATED SPACES R-8 MAX DOOR U -VALUE ALLOWED 0.20 VINYL CAS PROPOSED DOOR U -VALUE 0.20 AIR YES FOYER 2 2.00 5.00 MILGARD VINYL PIC. 5320 1/2" AIR YES 0.35 20.00 7.000 LIVING 2 2.50 5.00 MILGARD VINYL PIC. 5320 1/2" AIR YES 0.35 25.00 8.750 LIVING 1 2.50 5.00 MILGARD VINYL CAS 5520 1/2" AIR YES 0.36 12.50 4.500 DINING 2 2.50 4.00 MILGARD VINYL PIC. 5320 1/2" AIR YES 0.35 20.00 7.000 DINING 1 2.50 4.00 MILGARD VINYL CAS 5520 1/2" AIR YES 0.36 10.00 3.600 NOOK 2 3.00 5.00 MILGARD VINYL PIC. 5320 1/2" AIR YES 0.35 30.00 10.500 NOOK _ 1 2.50 5.00 MILGARD VINYL CAS 5520 1/2" AIR YES 0.36 12.50 4.500 FAMILY 1 8.00 5.00 MILGARD VINYL SLDR. 5120 1/2" AIR YES 0.38 40.00 15.200 DEN 2 2.00 5.00 MILGARD VINYL PIC. 5320 1/2" AIR YES_ 0.35 20.00 7.000 DEN 1 3.00 6.00 MILGARD VINYL CAS 5520 1/2" AIR YES 0.36 18.00 6.480 PDR 1 2.00 2.00 MILGARD VINYL PIC. 5320 1/2" AIR YES 0.35 4.00 1.400 FOYER 3 2.00 3.00 MILGARD VINYL PIC. 5320 1 /2" AIR YES 0.35 18.00 6.300 MSTR BEDRM 2 2.50 4.00 MILGARD VINYL S.H. 5220 1/2" AIR YES 0.39 20.00 7.800 MSTR BEDRM 1 4.00 4.00 MILGARD VINYL SLDR. 5120 1/2" AIR YES 0.38 16.00 6.080 MSTR BATH 2 3.50 4.00 MILGARD VINYL SLDR. 5120 1/2" AIR YES 0.38 28.00 10.640 MSTR BATH 1, 2.00 3.00 MILGARD VINYL S.H. 5220 1/2" AIR YES 0.39 6.00 2.340 BEDRM 4 1 3.00 4.00 4.00 MILGARD MILGARD VINYL VINYL CAS PIC. 55201/2" 5320 1/7" 1/2" AIR AIR AIR YES [YES YES 0.36 0.35 0.38 12.00 16.00 20.00 4.320 5.600 7.600 BEDRM 4 2 2.00 BEDRM 2 1' 5.00 4.00 MILGARD VINYL SLDR. 5120 ,BEDRM 3 1 4.00_ 4.00 MILGARD VINYL _SLDR. 5120 AIR YES 0.38 18.00_ 6.080 2001 RESIDENTIAL WSEC CHAPTER 6: HEATING SYSTEMS SIZING PRESCRIPTIVE HEATNVG SYSTEM SIZING: 3.00 4.00 ELECTRIC RESISTANCE (BASEBOARD / UNIT HEATERS): CONDMTIONED SQUARE FOOTAGE X .005882 = 19.85 MAXIMUM KW OUTPUT OTHER FUELS: CONDITKXVED SQUARE FOOTAGE X20 = 67480 MAXIMUM BTU OUTPUT BASEMENT 2 3.00 4.00 MILGARD VINYL PIC. 5320 1/2" AIR YES 0.35 24.00 8. BASEMENT 1 3.00 4.00 MILGARD VINYL CAS 5520 1/2" AIR YES 0.36 12.00 4. BASEMNT 1 _ 5.00 4.00_ME.GARD VINYL _SLIDER _ 5120 1/2" AIR _YES_ 0.38 20.00_ 7. STAIRWAY NOOK 1 4.00 4.00 MILGARD VINYL SKYLIGHT 780 3/4" AIR YES 0.51 16.00 8.1 3 2.00 3.00 MILGARD VINYL SKYLIGHT 780 3/4" AIR YES 0.51 18.00 9.1 ROOM V N OF lid VIMD. MANUF. FR Provide 1/2 ventilation at eaves, 1/2 above midpoint & min. 3 ft. above save vents MODEL MI GAS LO-E U -VAL. (1) AREA UA ROOF VENTILATION standard Trull I !dart Truss Roof Framing Assembly: UPPER ROOF Roof Area: 1185 s.f. Ventilation Required: 1185 s.f. x 144 s.i. / s.f. 1 300 = 568.8 s.i. Req'd Provide 1/2 ventilation at eaves, 1/2 above midpoint & min. 3 ft. above save vents Provide 1/2 ventilation at eaves, 1/2 above midpoint & min. 3 ft. above save vents Eave Ventilation: Eave Ventilation: Birdblocking = Eave Ventilation Req'd = Provide : Min. Ventilation Provided = 4.71 s.i./ I.f. - 25% reduction = 568.8 s.i. / 2 / s.i. per I.f. = 81 I.f. birdblocking. Ventilation = 286.13 s.i. is greater than 3.53 s.i. / I.f. 80.51 I.f. 286.13 s.i. 284.4 s.i. Req'd 1 Ventilation: R idle Ventilation: Continuous Ridge Vent = Upper Ventilation Req'd = Provide: Min. Ventilation Provided = 29 s.i. per I.f. - 25% reduction = 284.4 s.i. / s.i. per linear foot = 14 I.f. ridge vent. Ventilation = 304.50 s.i. is Greater than 21.75 s.i. per I.f. 13.08 I.f. 304.50 s.i. 284.4 s.i. Req'd ROOF VENTILATION Standard Truss/ Scissor Truss Roof Framin Assembl : LOWER ROOF Roof Area: (Garage Roof) Ventilation Required: 235 s.f. 235 s.f. x 144 s.i. 1 s.f. / 300 = 112.8 s.i. Req'd Provide 1/2 ventilation at eaves, 1/2 above midpoint & min. 3 ft. above save vents Eave Ventilation: Birdblocking = Eave Ventilation Req'd = Provide : Min. Ventilation Provided = 4.71 s.i./ I.f. - 25% reduction = 112.8 s.i. / 2 / s.i. per I.f. = 16 I.f. birdblocking. Ventilation = 56.52 s.i. is greater than 3.53 s.i. / I.f. 15.97 I.f. 56.52 s.i. 56.4 s.i. Req'd R idle Ventilation: Continuous Ridge Vent = Upper Ventilation Req'd = Provide: Min. Ventilation Provided = 29 s.i. per I.f. - 25% reduction = 56.4 s.i. / s.i. per linear foot = 3 I.f, ridge vent. Ventilation = 65.25 s.i. is Greater than 21.75 s.i. per I.f. 2.59 I.f. 65.25 s.i. 56.4 s.i. Req'd Use : (minimum) Use : (minimum) 16 1.1. birdblocking. Ventilation = 3 II ridge vent. Ventilation = 56.52 al. 65.25 al. Total Min. Ventilation Provided - 121.77 ai. IS GREATER THAN : 112.8 al. Req'd Use : (minimum) Use : (minimum Total Min. Ventilation Provided = 590.63 ai. IS GREATER THAN : GLAZING SCHEDULE MAIN FLOOR UPPER FLOOR LOWER FL DOORS WITH MORE THAN 88911 GLASS SKYLIGHTS MD $KYWALL$ GLAD 1O % • TOTAL 1 HEATED AREA AVG. U -VALUE • UA TOTAL (TOT. 2) AREA TOTAL (TOT. 1) 81 I.f. birdblocking. Ventilation = 286.13 al. 14 I.f. rid a vent Ventilation = 304.50 al. DOORS WITH MORE THAN 88% GLASS- TOTAL: 17.81 AVG. U -VALUE (VERTICAL GLASS): • • SKYLIGHT TOTAL: 34.811 AVG. U-VALUE MAW: AREA 471.81 S.F. 3374.00 S.F. 176.76 UA • 471.81 A (1) U- VALUES ARE NFRC CERTIFIED OR OBTARIED FROM WSEC TABLE 104A, B, C, D OR E • V • 568.8 al. Read M2475A3FU -2 VoND. TOTAL: 42111.011 183.81 INOOK I 11 2.671 6.67ISIMPSON 'WOOD 'DOOR 1 600113/4" 1AIR IVES 1 0.361 17.811 6.4111 8.41 8.38 17.34 4.81 UA 471.81 MIZE TOTAL 1 TOTAL 2 13.98'% 0.37 U -VALUE \ /p / / \�"\�� \\ \� / \� / / • / 1111119• LIVING II •- : S /4" T. t 6. PL.YWOOp OVER 2x10 FLOOR JOISTS �� MANUFACTURED TRUSSES PER PLAN 3/4" T. 8 6. PLYWOOD OVER 2x10 FLOOR JOISTS PI/ R -30 INSULATION o = IP f tv ►t y ft �. - ....e.u.- .,J 7 4 .. /i \ , i. , r \ /r,�r // rmmi,* rim', STORA1 2x4 STUDS • 16" T.O. HI -SLAB • 6ARA6E 3 -GAR 6ARA6E • 44 SKYLIGHT p4/ LAM. GLASS MAIN FLOOR R. • LOVER MAIN FLOOR FINISH PER ELEVATION OVER 15Ib BUILDING PAPER OVER 1 /2" COX OR 0.93. SCALE: 1/4" 1 1 031a.0 1 S EUILIN&.SEGTION 'A' T.O. HI -9LAIS • drAR AOE • 4" GONG. OVER 6 MIL (BLACK) V.B. OVER 4" 6RANULAR FILL SLOPE 4" TO O.H. DOORS • UPPER VENTED BLOGKIN6 R -I0 RI&IP INSULATION 2' -0" PIPE (MIN)• LOVER FLOOR PERIMETER INSULATION BAFFLE 12 4" CONC. OVER 6 MIL (BLACK) V.D. 4" 6RAMJLAR PILL R - RI6117 INSULATION 2 WIDE (MIN) • LONER FLOOR PERIMETER OVER BUILDING SECTION 'B' s,/'' F I/4" r I'..ej. L COMPOSITION SHIN6LES OVER 7 - 15Ib FELT OVER 1/2" COX OR 0.53. OVER TRUSSES 4" GONG. OVER 6 MIL (E LAM V.D. OVIBt 4" 6RANULAR FILL SLOPE 4" TO O.H. DOOR'S • • R -58 INSULATION TYP. • CEILIN6 St St M. BEDRM. \ \i \ 1111 e . • /r, / /// \ \ / \% �� //\ / /\, \//\ //\ /' /r / /,/,/,/,/////,,/,/, \ // 4. X4,4, \ \ // • •.•... ,•.....•..•..•..•..•. t.•. +•.+.••.... ••.• ,,,,,/ Nh \ / ' \\ /r \\ / / \ / r \, ,, \ \ 1". a/ / / It • UPPER • RIDGE BEAM PER PLAN 2x• RAFTERS CITY Of TUK WIUI APPROVED JUN 1 3 2003 !+rJ i cU FINISH PER ELEVATION OVER 151b BUILDINd PAPER OVER I/2" GM OR 0.S.5. ' - -, \` C �. s • • a • r zinc Ulu r� ar .. 1 . $ I , ! • 47. i 4 s • [ �f • \ l `' I • • • • • I r • V SURVEYORS ClfgrffICATE I. GARY T. CHRISTENSEN, REGISIIIIIED AS • LAND SUR•XlOR BY THU STAIN OF w•SRIMGTON. =WY TRAY =DI SNOW PUT IS IMO ON AN ACTUAL MIST OF TS W1D DESCIPmeD MM. CONDI/CM SY S OR USER NY SUPERVISION; TEAT IS DISTANCES. CIMOONSW, ABM *INCLINE *SR SEWN ISM= OT= LIMN TIMM INIIITITIE1lS APPROVED t saIiNC AT • LATIN DAM /WW! MEN r,� ON TM COSINERS FOR? PUT. "•tss ON GROUND AS (425) IS -7430 RIR (425) mN-7731 SILVER VIJW HEIGHTS SHORT PLAT P CITY OF TUKWILA, WASHINGTON KNOW ML MDT BY THESE MEW 1HAT S w FEE OF THE L I OE'I1 D DO ICY MANE A SHORT THEREOF SE PURSUANT ALA 117.000 AND ACKNOIREDIE FROM THE DATE OF IN ANY mom is A /a te ,� ME YEARS, UNOBISIONED FURTHER THIS 'CRT PLAT PLAT. TIE REPRESENTATION OF SAID SORT SUSOIVENCIN MO TIE SATE IS MAK WIN THE FIFE CONSENT AID II ACCORDANCE NM TIE DOME OF THE OwER(s). � a PdSV. STATE OF LIGimidassat_ ttv c0UN1TY OF IC..J1, I CERTIFY THAT I IOIOHM OR HAVE SAISFACAIRY DIDDICE THAT 3Yf_ .dirt,. o S T _PERSON INNO APPEARED BEFORE IE. AND SAID PERSON THAT , ma SIGNED DOS INSTRUMENT AND ACINOVIEDGED IT TO Ilf F:E AND VOU NTARY ACT FOR THE USES AND PURPOSES MENTIMED N THE INSTRUMENT. DA1EDr STATE OF COUNTY OF DATED: _At./ PANT NOTARY Now. CA4EJeVL &Irmo MY APPOonwo,T ErwESr (t • D41 - =,oas I by THAT I KNOWS OR HAVE SATISFACTORY EVIDENCE THAT IS THAT 71E PERSON VINO TINS WISTRUMIDIT AND SE SAND SAID PERSON AOCHOIN EDG D AND �T � p ACT MR THE t�5 AND PURPOSES IT 10 SE F1E'E DOES MENTION D IN THE INSTRUMENT. ( A ) PRINT NOTARY NAME; TITLE; MY APPOINTMENT DIPME& RECORDING CERTIFICATE Fl CMS COPY 20 020917900004 1 "" WE HAVE SET OUR HANDS AND SEALS CHERYL L GIRARD STALE OF WASHINGTON NOTARY MILK - * UlaaLDSSOMEZmik N 100 FUTOF 'RE TEST150FEETOF1IE FOLLOWING PORTION OF TIE 1=1/NEST QUARTER OF SECTION M N COUNTY, NNC RAMIE S EAST, WREAK DOMED AS ramose ERIC AT VC SST GUARS CORNER OF SECTION 21,, TOWNSHIP 23 NORM. RAN CE 4 EAST, ELLANETTE IIENDWI. N ICING COUNTII: WASHINGTON VOCE ALONG TIE 'ST LANE OF SAO MECUM NOR N 0•4'13' IEST 1.400 FEET; mow SOUTH D 31` EAST 11 TH OF' WS OESCRIPOIt 4 FELT 10 E TRUE POINT OF SECIPOING TH N **4 014 sT 200 FEET; INDITE SOUTH 1''21 EAST 100 FEET TO THE NalIIrE'ST OMER OF LOT 1, SUMMER, ACCORDING 10 NE PLAT THEREOF, MOWED N VOUI E 1* OF PUTS,, PAGE i1, N KING COUNTY. T OCE ALCM THE REST LEE OF LOTS 1, 2 AND 3, stmemEw SOUTH OW EAST 200 FEET; THENCE 1101111 1'21'31' VEST TOO FEET TO 11E ME PLACE OF SIC„ W ow l NURSER 1. ly T n. ROCK 2. 1C ill l�gi15 MC TO DE UNRECORDED PLAT THEREOF. AN MENEM IS I 7ElB�iNaE CgIPAM1f', AT&T DOA O 1MD TELDISON COMVEtiED 1T? (WEST ANe1DR NW III( COMMIX THE PRIVATE E MY, IMO TIE EXMOOR 101 10) FEET WWI MD ADJOINING Ml. SWUM IN 1114101 10 AND SPACES w1NPS THE PLAT LVINC PARAU.EL CAL MMIITMN, �P/ REPLACE 11 DIANE • Er CONDUITS, COWES AND 'S HHI111 ALL 01� ' CST tROERON0LN10 OR GROUNIV-MOUNTED APPURTENANCES 1110 FOR DE PURPOSE OF SERVING INIS 11ANNWSION AND OVER PROPERTY 111111 ELECTRIC, GA TELEPHONE AID ON= LITOJTY LOTS. SERVICE. TOCEVER MN THE 1111T 70 D1= UPON TIE S TRACTS AND SPACES AT ALL 1MES FOR EC PURPOSES liana 1. SURVEY MMAOE 1IlH THE SIT OF A RILE REPORT FRO11 CHICAGO TTHE COMPANY, 01E1t NO. 3•141 DATED siwoo N'1H SUPPLEMENTS, CURRENT WTINI 30 DAYS. 2. MESS / EGRESS MID UTILITIES EA IT SIC NO. 200Ei10O10I1 FOR THE IIENDIT OF LASTS 1 /MD 2 OF TITS SHORT PLAT. ISAINIENANCE OF SAID TIE VIER SHALL E WC -- OF SAW 01111DIS, MIS, SUCCESSORS AND LOTS 1 AND 2, HAVEIG LEQAL ACCESS 'SOY. ANAL UNDIMDLD SNARE OF S A L PAY MDR 3. AN EASEMENT OVER UN 2 OF THIS SHORT PLAT FOR MESS / EGRESS AND UTILITIES IS HERESY ESTMILISHED Fo THE SIT OF LOT 1 CEO SAID EA NT SNAIL SE TIE RESPassieUTY OF TIE OWNER% THEIR IIES; SUCCESSORS AND MOM OF LOTS 1 AND 2, HAVING LEGAL ACCESS WIEREFNOId. SAID 0111110tS. HORS, SUCCESSORS MD MIMS TEL PAY THEIR ESQ AND UNDIMMED STARE OF TIE 00615 INCURRED. 4 . SANITARY SEWER EASEMENT RECORDED UNDER RECORDING NOS. 2001011210010112 PER THE SINDIT OF LOT 2 OF INS SHORT PLAT, T TYPO ERROR. IE 16 M0. 200201113000327 .& NO RUNOFF, NCLLDIPIP DOWNSPOUTS. STALL OE INFILTRATED M110 THE MOUND THEM= DRY lIBLS OR PS'ORATED MIFi11tAllMI PIES AND Tom. S. LETS N TITS SHORT PLAT & ECT 10 COMMONS SPELLED OUT M OICIIL, SIONIMIND WRITS. BY 1111,19t 1111 A1EIA*S,, MC WED APRIL 10. WOO AND SHANNON S NC. DAMP MAI=N I, MI. AND SUIWEGUENT yEp1EDDI CAL REPORTS, FOR THIS SNORT PUT. 7. ALL 13E &CM ATE ACCT MCLUDINC DRIVEWAYS. SHALL NOT EXCEED S. ALL MIES N THIS SHORT PUT ME 10 E UNDERGROUND. E NIS SST PUT SECT 10 AN EASEMENT FOR TIE Otlarnr OF 200200010011110 • INC. AS REMIND RIDER NEC NUMBER • EXAMINED AND AMIN:NED Sr THE oe►wtTMENr OF ASSESWIENTS DAY OF � � �� mom in 44 DEPUTY KING COUNTY ASSESSOR S37g20 -oz Pet,-0 itte? MA Scan4 f &1„b it• KING COUNTY ASSESSOR aEVErIEn AND APPROVED .7{� sHOier soi,� HOWDY camp FOR iuNG was sag* 1atM . w�a DAY OF ......S CHAIR, SHORT sUwaMSioM oorrTEE I MVP( THAT ALL PNOPO TY TAaES W PAD AND THAT A DEPOSIT HAS SEEN MADE N SUFFICIENT X10 PAY THE TAWS FOR TIE * THAT THERE ME NO ASKININENTS ON PAY OF TIE PROPERTY HORN I CA AS TI S, Ml iAl WRIER PUDIC USE RYE PAW N FULL S"IIEETS AL1E1f$, OR FOR DAY OF . m ____ DEPUTY KMIG COUNTY TREASURER TWIG COUNTY l'REASUREN SHORT PLAT NUINBER S 'r P I . SURVEYORs _ CERTIFICATE i. GAR7C T. SIN, AIEiIEnvalp AS • LAND SVRTRYOIt BY Tin STET! O! 1► =MT mar Ms =OW PLAT IS RN= ON AN AMU SWIM � MY NNW CONDUCT= sir Is suriavisa011 ITIAT 1111 DISTANCIN, � ' �tn��rs �t SNOW MENU c°�'�: A!l10�i� l�Ot �*i'11C AT A Y1= DM, /�R 1�1C� ON !! COMMIS lI�R�!!'��P ON GROUND DIEN Al ( -74 Fat (425) -7731 ' CITY OF TUKW1LA, WASHINGTON n�usnt�: KNOW ALL 1EN elf 11UE MIMT THAT Illte 11HE lM�LE OF THE L/Mp Napo p DO KIM MAKE �T 111 F MO? PUIMIUANT � 10 ACrf 11111.17.000 MO ACKNOWLEDGE �D 7iiAT SAD ‘11101%1111014 FROM NE DAME OF WADED IN ANY MMM� WHIN A MOD OF ME YEARS, w'11101lT THE FUN OF A FEW. SLAT. 11E �ITA11ai � � �T'LAT TO E wE COMM � COMM AND w x�rv�ow AND � SAME IS MADE INN n� ACCORDANCE WITH 114E opM OF IIPIE OWNER(S). w WE HAVE Kr OUR HANDS AND W.ALs gisimassi STATE OF COUNTY OF Via. I CEIt7IFY 1HAT I KNIOMI OR HAVE SAIISFACIOItY EVIDENCE THAT rihin,_,EZasikla �� � � �� � � BEFORE ME. MO 511 PER90N AND 110i1�ITARY ACT FOR THE 11 � AGED IT ID BE FREE �s MENTIONED N 71f INSTRUMENT. DATED:e PRINT trOT/1R'Y NAUIE: CJic1[YL atfARO TITLE: Apnbily MY APPOINTMENT ESC • Ql1 •ipp3 STATE OF COUNTY OF /SS I COMFY 1HAT I KNOW OR HAVE SA1lSFACIORY EWIDICE THAT IS THE PERSON 1II4O APPEARED DEFT Irk,. AND SAID PERSON ACICHOULEDGED THAT 9GNED 1I4S INSTRUMENT AND Ar I AND VOLUNTARY ACT FOR 11E USES AND PURPOSES MENTIONED � IT ID BE ICE IN THE INSIRINEXT. DATED: ('►E) PRINT NOTARY NAVE 1111E: MY APPOINTMENT MIRES: Fl 0311FORMED COPY P P !! !JA 79� P I4 .� . a. ,, �.... , . 4 , ^4.41 , CHERYL L GIRARD $TAIE OF' WASHINGTON NT*RY -. P!ajc IN 011111111111 14/0N FEE w .* . •h aye.. .E. ., per►' *► a •, yM".myw... , NOWIll 140 F1` OF THE EST 100 FEET OF TONNIIHIP Parini OF 14E NOIMIIIIEST WARM OF SECTION 211. 11� 23 NOR1, RAIDS VAIUMIETIE weinws. IN KIM EAST, KIMONO AT IC UST QUARTER CORNER OF ION 211, TORNIIINP NIOR�. NAME 4 EAST, IN KING 23 MICE ,�� THE SST UPE OF COUNTY, WASHINGTON NOM rotor MT THENCE 1 'ST 1.400 Mit 90U1H Of21' i EAST OK FEET TO 1€ 1 E POINT OF us OF eE VOCE VENCE NORTH O"14'13' MEST 200 FEET: 114 XI•3I EAST lip F ET 1111 INC NOR1HREST CORNER LOOT 1, L 1D PLAT OF MIME 13s OF Rms. PAID II, IN I iG COUNTY. � � . ALONG THENCE SLMEIRMEW SOUTH T LSE OF 1 IG"1 1 THENCE 'a' EAST SOO FEET: NO 1 '' HID FEET 10 DE ME PLACE CF BEGINNING. 1 A '' OF MAT' . 2. MC 1i� NI TO , 1„�i Piumeit 1 • PLAT DIMIGATIQM. PA EASDIENT IS 1413IIEBY RESERVED FOR AND OOIIliE11ED 1p QIEST AND COMPMIY. AT&T BROADBAND lE1EVlOGN CAKE C01lAN1f, THE ��� IYiD A9�IS UNDER AND UPON OF ALL AND ?1E EXnEIMOR �1 (10) FEET LOTS, IMO SPACES w1!!1 THE PLAT L1IM6 PllibylQ w'M AND ADJOINING /IL,t, S'fRIE'I(S) N WHICH TO CONSTRUCT. CPQAIE, MAINTAIN. REP," REPLACE AND ENLARGE UNDERGROUND CONDUITS. CARES AND NIES WWI ALL NECESSARY OR OOM'YOIB1T UNDERGROUND OR 1110 FOR 1fE KAPOK OF SOWING TIM SUIRMISION MID OTHER PROPERTY MN ELECTRIC, GAS, 1ELOMaNE AND 011411111 MTV LOTS. AND SPADES AT XL � 11D ENTER UPON WIE AE PURPOSES If1E�� 1. 311R1IEY MADE rM1F1 11E WERT OF A 711tE REPORT FROM �LM�7S CtMM�f�T MOON JD DAYS. DATED !/Y4/bp v1114 2. INGRESS / EGRESS AND mum EAT RECORONG NO. 204208280014M FOR TIE IIIIN$1T OF LOIS 1 AND 2 OF THIS SHORT PLAT. YANIENAMCE OF SAO EATENDtT SHALL E THE FIESINONSIBILITY OF 14E OWNERS. 14011 HERS, suoCESSGes AND AsO= of Bois 1 Iwo 2. HAVING LEGAL ACIESS 14811EFwor. SAID MEM HMS. SUCCESSORS AND ASSIGNS WILL PAY NOR EQU11L. MO UNDIVIDED MARE OF 1E CMS INCURRED. 3. AN EASEMENT Mt LOT 2 OF MIS SHORT PLAT FOR NESS / EGRESS AND unnis IS HEREBY Esr rtISIEn FOR VIE KNEW OF LOT 1 UPON REONIDING OF 7!#.R SHORT PLAT. MAINIENANCE OF SAD EJtIDIENT SHALL E THE RESPONseaTY OF 71E OWNERS, THEIR !OM SUOCESsoRS AND A9IDGNS OF LOTS 1 me 2. HAVING LEC+Y. ASS THEREFROM. SAID OWNERS. HORS. SUCCESSORS AND A9SFOOS IIILL PAY ?IM EiQWy, AND UNDIVIDED SHAPE OF THE COSTS INCURRED. 4. SAIOT/IRY SEVER EASENDIT RECORDS) UNDER RECORDING NO. 200311128001092 FOR THE ElEFiT OF LOT 2 OF MIS SHORT RAT, AND IIIE-RECOIMED UNDER RECORDING 110 20Q2013IJB9932 10 CONNECT 1wO BROIL .5. NO RUNOFF, IIICLuomm Aii,t NE LIRATEp s OR PERFORATED INFILTRATION P E AND WENCHES. III. OUT CIEVIECNNICAL BNIINIBERINS REPORTS. LOTS IN THIS SORT PLAT SUBJECT 10 amnion SPELL= BY E ZEMAN INC. DATED PAWL 1$, SDiOS AND MAMMON & OiO1M, MI. DAM NAM I, 24101. A moons. FOR THIS SHOW PLAT. 7. ALL Pra1IAIE ACM* VIcLt DING DRIVEWAYS, SMALL NOT EXCEED 1; SLOPE,. I. AL MITES IN WS SHORT PLAT ARE 10 . Fula iouND WS SHORT PLAT *ECT 10 AN EASEMEiT FOR THE KNEW , INC. AS I� R ' OINSIO C DOMINO ANp MP110WD X11 THE OEr/rRIIQIT or A�s''Ja11s TwIs . 11 , DAY of .Surf 4 i1obk DEPUTY KING COUNTY ASSESSOR 53 742 - 0 24 O IONS COMM MEMOIR CENTRED A ` Ale A BY SHORT AND FOR FILING THIS MCI* DAY OF x'011 , CHAIR. SHORT SUBDIVISION COIONTEE f....S\apt COUNTY rwEwaumi+•s cIERTIFIcwrI I CERTIFY THAT /11.1. PROPER'1Y TAB'S APE PAD AND THAT A DEPOSIT HAS BEEN MADE IN SUFFICIENT DEUNQUENT AMOUNT TO PAY 11E TAXES FOR THE Fq,LQVING ANC 'MAT WIRE AE NO /15' p� � CERTIFIED � �na'k A10 THAT /W. '.LEGAL OTHER PUBLIC USE ME PIED N FULL AS STOWS. ALLEYS. OR FOR MIS , DAY OF DEPUTY KING COUNTY TREASURER KING COUNTY TREASURER SHORT PLAT NUMBER I • LEGEND * Faso CONC. MON. AS NOTED o SET 1 /2" x 24" RE9AR & CAP. LS 30444 TI TAX LOT NUMBER SILVER VIEW HEIGHTS SHORT PLAT DATE 6/21/02 SCALE 22 x3 • dal • 4 1 1 111. I P ! # p+ .. ifs 10' FNC OA' EAST UT�S�EASEMENT FOR THE BENEFIT OF LOT 1 IS HEREBY ESTIIBUS IED UPON RECORDING OF THIS SHORT PLAT. (SEE NOTE 3, SHT 1) c3 7q'2 mzoa -off ) s3o I' 5 A — 31'59'52" I :39.09' R : 70.00' N82' ,z ci, L fJ7fZa .p2aqaa;, LOT 2 7,499 SF S3 0 S 5LaItAa 3 W alt I iri Neeoa•22 Ti 0202 11000' 1J''0.01' PRIVATE 10' SANITARY SEINER ESMT FOR THE BENEFIT OF LOT 2 OF THIS - SHORT PLAT PER RECOR1WC NO. 20020813000327 (SEE NOTE 4, SHT 1) 41't TO CENTER OF EASEMENT •r V3 s� i ".! I 0 ' 0-4 s. 1 26 CITY OF TUKWILA, WASHINGTON FWD z BRASS DISK W/ PUNCH N e� PVC a ooNC., ON 0.5' IN CASE SO.OR'xE0.00' 0a/211/00 (HELD FOR UNE) S. 143rd PLACX FWD MON IN CASE S o.rr x w 0.06• og/29/oo 1500' NORTH OF %VEST 1/4 COR. X I 004.011 L. Ns (NOW21'31" w DEED) 1400' NORTH OF VEST 1/4 COR. FND 4x4 OONC MON W/ NAN,, ON 0.6' IN CASE HELD 06 /29/00 27 t 26 S. iIIt.b 9i. MINIM 4„. r -... Iftftb , oft ILA j P •i L i. 5' WOOD MICE Zki % 444 %goon. 4%. NARY SEWER EASEMENT PER RECORDING NO. 750416056810' 6' WOOD FENCE •rib C i r tio (' I • • "'t 41 FNC 0.7' %NEST 4 .w.'i - _... w ... -• "g' ....,. +'w.•- 1.5' 4.6' 0.9' a - mew R MOO' \\ 4 TL Q220 (Ner2i31»w DEED) INGRESS/EGRESS a UTUIES EASEMENT FOR LOTS 1 a 2 (SEE. N01E Z, SHT 1` .# ti Ay/' 12.039 "4. Va. DEED TL 0197 \ TL 0215 ♦� arar2r L we 132.111 R NB =Ler 1 sti A = WOWsa L = 80.77 Min yly R = 256.00' jantatew WATER EASEMENT PER 11111.4ff RECORDING NO. 20020424000188 �..arirw 5' WOOD FETE Notstr4rt ior ( e 4. f,, ., �r • •.• cs., • • .., r CLEAN OUT LOCATION PER FIELD TOP°. NORTH 8' ALONG PROP LINE FROM SE CORNER OF TAX LOT 0202 V EST 1.9' FND 4X4 CONC MON IN CASE N0.13'xE004' 06/29/00 TE Q038 FND 4x4 CONC MON W/ 1 1/2" DISC RAGED DN. 0.6' IN CASE N 0.10' x E 0.10' 06/29/00 i i i i i MY i 1 i { i i SHORT PLAT NUPiBER PRECISION OF CONTROL TRAVERSE IS AT HIGHER LEVEL 'MAN MINIMUM ST REQUIRED BY Wile 330 --1 AND cmr BELLEVUE. IKON DIW 5 SECOND DIRECT READING 'TOTAL STATION SAM OF WARM SST UNE OF THE IIw 1/4 PER R06 Vp.. 1311, PG Oda r i 1 I I- a a M 0 NOTES: oRMr►ac Notes 1. NINE OF uwuTr INSURANCE MALL K SUBMIT= TO an OF TUKWILA PUSUC warts joie to nC MtooNmmucnoM MEETING. 2. ALL PIPE MO APPURTENANCES SHALL K WD ON A ►RORKY PIE►AIED FOUNDATION M ACCORDANCE VIM WIDOT SOn011 NE TOP OF 1K 7-02.3(1). MATERIAL, AND IN INQUIRED PIPE 11:001111), TO �A IN TNIDICH GRADE 10 THAT 11K DOME w[ IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING Mx. 3. 11U1 PPE SNAIL SE GALVANIZED AND HAVE ASPHALT 11WA71RNT /1 OR SETTER Mme[ M4 OUTSIDE. 4. ALL DRAINAGE STRUCTURES. SUCH AS CATCH BASINS ANN MANHOLES NOT LOCATED 1MTIINI A TRAVELED ROADWAY OR EDEIWALK. MALL HAVE SOLD LOCKING UDR ALL DRAINAGE STRUCTURES ASSOCIATED VIM A PIOSIAN E NT RREIENTION/bCTENTION FACILITY SHALL HAVE SAID LOCKING LDS. 5. ALL CATCH RAM GRATES SHALL CONFONMN TO au OF TUKMMA STANNAR DS. 06-14. uI01 AGES THE STAMPING 'OUTFALL TO STREAM. DUMP NO POLLUTANTS"' AND " PROPERTY OF OW OF 1U1ICMMA. I. ALL DRIVEWAY CULVERTS LOCATED WHIN CITY OF TUKWILA RIGHT-OF-WAY SHALL RE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM WI SLOPE FROM THE EDGE OF NE DRIVEWAY TO TIE BOTTOM OF DE DITCH. CULVERTS SHALL HAVE KV_ED END SECTIONS TO MATCH THE SIDE SLOPE. 7. ROCK FOR EROSION PROTECTION OF ROADWAY CATIHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK. PLACED TO A DEPTH OF 1 FOOT AND MUST MEET ME FOLLOVING SPECIFICATIONS: 4`- V/opo% PAS. 2" -4' iROC1C/301F PASSE AND -2" ROCK/1011-201E PASSING. INSTALLATION SHALL BEM ACCORDANCE SIM DOT STANDARD SPECIFICATIONS. E DRAINAGE OUTLETS STUB -OUTS) SHALL BE PROVIDED FOR EACH IDPADUAL LOT. EXCEPT FOR 1H1OSE LOTS FOR MNFLTRATION BY TIE CITY OF TUKWILA. STUB --OUTS SHALL CONFORM TO "TEE FOLLOW/4G: A. EACH CUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION SUBSURFACE DRAMS NECESSARY TO ROW TINE LOT'S SUITABLE FOR POSITIVE DRAINAGE TO AN APPROVED STORMMWATER CONVEYANCE SYSTEM OR 10 AN APPROVED OUIFML LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED MATH A FM -FOOT -HIGH, 2'X4` STAKE MANED "STORM' OR " DRAIN". DIE STUB-OUT SHALL EXTEND ABOVE SURFACE LEVEL. OE VISIBLE AND BE SECURED TO THE STANCE C. PIPE MATERIAL SHALL CONFORM TO UNOERDRAM SPECIFICATIONS DESCRIBED N DOT STANDARD SPECIFICATIONS AND F NON- METALLIC„ THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D. AGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEM DESIGNED TO CONVEY FLOWS THROUGH E. THE APPUC ANT /CONTRACTOR IS RESPONSIBLE FOR COORDINATING NE LOCATIONS OF ALL STUB -OUT CONVEYANCE LIES MATH RESPECT TO THE UTILITIES (EG. POrER. GAS. TELEPHONE. TELEVISION). F. ALL INDIVIDUAL SHALL BE PRIVATELY OMVED AND MAINTAINED BY THE tor HOME OM ER. .tERAL NOES 1. ALL CCINSTRUCTION SHALL BE N ACCORDANCE INTH THE THE aTY OF TUMCKMLA MU CODE. AND THE CITY OF TUKMEA'S CONDITIONS OF PRELIMINARY SHORT SUBDIVISION APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF NE APPLICANT AND THE PROFES9ONAL CM. ENGINEER To CORRECT ANY ERROR, OMISSION. OR VARIATION FROM THE MOW REQUIREMENTS FOUND N THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR UABIJTY TO THE OW OF TUKWILA. 2. THE DIVISION ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO TIE CITY OF TUKWILA PUBLIC WOWS REVIEW CKECKUST. SOME ELEMENTS MAY HAW BEEN OVERLOOKED OR MISSED BY CITY OF TUKVMA PUBUC WORKS PLAN REVISER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLEW UNLESS SPECIFICALLY APPROVED BY CITY OF TUKWILA PUBLIC WORKS PRIOR Tip 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE. SEVER CONVEYANCE. GAS, ELEC IRICAL. ETC.). 4. BEFORE ANY CONSTRUCTION OR OEVElOPM I N r ACTIVITY A PRECONSTRUC11ON MMI ETIP4c; MUST BE HELD BEN THE CITY OF TUKWILA PUBLIC WOWS DEVELOPMENT INSPECTION UNIT, THE APPUCANT, AND THE APPUCANES CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SIRE MM4E]EVER CONSTRUCTION IS IN PROCESS. 6. CONSTRUCTMONN NOISE SHALL BE LJMMMTED AS PER CITY OF TUKWILA CODE ( SECTION ); NORMALLY, THIS IS 7 A.M. TO 10 P.M. WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7. IT SHALL BE THE APPUCANNl S /CONTRACTOR'S RESPONSIBIUTY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE VITIATING OFF -SITE MIORtK WITHIN THE ROAD RIGHTS -OF -WAY. 8. FRANCHISED UTILITIES OR OTHER INSTALLAT IONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET AU. REQUIREMENTS OF' CITY OF TUKWILA PUBLIC WORKS ARE SUBMITTED TO THE CITY OF TUKWILA PUBUC WORICS DEVELOPMENT INSPECTION UNIT THREE DAYS PRIOR TO CONSTRUCTION. 9. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE MINI A RIGHT- OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. AU. GROUNDWATER SYSTEMS MUST BE CONSTRUCTED N ACCORDANCE WITH SECTION B1 3.02 OF ME APWA STANDARD SPEOFICA1IONS. 10. ALL UTIUTY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 989 DENSITY. 11. AU. ROADWAY SUBG RARE SHALL BE BAC/7E1ED AND COMPACTED TO 95% DENSITY (*SOOT 2- 06.3). 12. OPEN CUTTING OF EI*STMG ROADWAYS IS NOT AWNED UNLESS SPECIFICALLY APPROVED BY THE CITY OF TUKWILA LA Pt, UC WORKS AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED N ACCORDANCE NTH CITY OF TUKWILA A PUUBUC MRCS STANDARDS. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROI4DING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, NT, FLAGGERS, AND ANY OTHER NEEDED ACT IONS TO PROTECT THE LIE, HEALTH, AND SAFETY OF TIE PUBLIC. AND TO PROTECT PROPERTY N CONCTION WITH THE PERFORMANCE OF WORK COVERER BY THE CONTRACTOR. ANY VIORK WITHIN THE TRAVELED RIGHT-OF-WAY MAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF' TRAFFIC AFFECTED. ALL SECTIONS OF THINE WSDOT STANDARD SPEORCATIONS 1 -07.23 - TRAFFIC CONTROL, SHALL APPLY. V I EROSION AND ANT CONTROL NOTES 1. APPROVAL OF THOS MOON AND NDIMILMT CONTROL PLAN oats MDT CONS1I1U1E AN APPROVAL OF POIMMIENT ROAD OR Milan DESIGN! O.. !tom AND LOCATION OF NIOADS IESIRIICT0RlI CHANNELS. 111E1DVRON FAACIU1U UTLJTES. ETC.). 2. 111E IMPLEMENTATION OF THESE ESC PLANS AND NE CON$1RNUC1101k MMNIENNA1NtE. REPLACEMENT, AND UPGRADING OF NOE ESC FACILITIES IS THE IIESPONSINUTY OF THE APPLJCANT/ESC SUPERVISOR UNIT ALL CIONSTRUCTION D 3. THE BOUNDARIES OF TIE CLEARING MIS MOM ON INS PLANS NAIL SE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF TUN Y TAPE (OR FOICNQ P REOtRIED PRAM TO CONNSIIRUUC1ION. DURING THE CONSIRUJCINON PERK O. NO Osrous RICE onus NE CLEARING LIMITS SHALL SE PERMITTED. NE CLEANING L.MTS MALL BE MAINTAINED BY 1HE APPUCANT/ESC SUPERVISOR FOR 111E OLNATIota OF CONSTRUCTIOAL 4. NE ESC FACILITIES GNOMM ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IM CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO tN1 U E NAT THE 1RA IKIIT OF 1111:0111ENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MOWED. 5. THE ESC FADNJTES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS ENTS FOR ANTICIPATED SITE CONNI110MS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACMJIES MALL SE UPGRADED AS NEEDED FOR UNEXPECTED STORM EWIEIS AND MODIFIED TO ACCOUNT FER CHUM GONG 91E CONDITIONS (E.O , ADDITIONAL stow PUMPS, RELOCATION OF DITCHES AND SILT FENCES. ETC.). 6. THE ESC FACIU TES SHALL BE INSPECTED DAILY BY 11E APPU AN1T/FSC SWE !SON AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCT10NNMIQ 1M ITTEN RECORDS !SHALL BE KEPT OF V DCLY REVIEWS OF 1HE ESC FACT ITES DURING NE MET SEASON (OCT. 1 TO PAIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30). 7. ANY AREAS OF EPOSED SONS. INCLUDING !ROADWAY EMIIANKMENTS, NAT 1I1.L NOT BE DISTURBED FOR TWO DAYS DURING NNE 11 T SEASON OR SEVEN DAYS DURING TILE DRY SEASON SHALL SE ELY�STABILIZED VON THE APPROVED ESC 1E1FIOOS (EG..: DING, MULCHING. PLASTIC COVERING, E ANY AREA NEEDING ESC MEASURES NOT REQUIRING MEDIATE ATIENT10N SMALL BE WITHIN FIFTEEN (15) DAYS. 9. THE ESC FACT RTES ON INACTIVE SITES SHALL BE INSPECTED AND MANTAIED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY -BHT (48) HOURS FOLLOWING A STORM EVENT. 10. AT NO TE SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE &LAVED TO AC UMIUL ATE WITHIN A CATCH BASIN. ALL CATCH BANS AND CONVEYANCE UNES GULL BE CLEANED PRIOR TO PAVING. THEE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER 1410 THE DOWNSTREAM SYSTEM. 11. STABI UZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEING OF CONSTRUCTION AND MAINTAINED FOR 1HE DURATION OF THE PROJECT. ADDITIONAL SUCH AS WASH PADS. MAY BE REQUIRED TO ENSURE 1NAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. ANY PERMANENT FLOW CONTROL FAOJTY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WWITHI THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. F THE FACIUTY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM. THE TEMPORARY FAQUTY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACIUTY. 13. INHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL L. BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 14. PRIOR TO LIE BEGRIMING OF THE WET SEASON (OCT. 1). ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED 14 PREPARATION FOR 1HE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED 1ITHINN ONE WEEK OF NE BEGINNING OF THE VIET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE DOES INSPECTOR. THE DIES INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES. OR DRAINAGE FACILITIES. BENCHMARK AND DATUM: BASIS OF VERTICAL DATUM CITY OF TUKWILA, 53rd PLACE S. AS-BUILT HELD STORM DRAM (12 qrp I TRASH RACK ELEV. 254.52. LEGAL DESCRIPTION: (BASED ON LEGAL OESCR P110N BY STATUTORY WARRANTY DEED. REDORDING NO. 9810021109) THE NORTH 100 FEET OF INC VEST 150 FEET OF THE FOLLOMMNG PORTION OF NE NORTHWEST QUARTER OF SECTION 26, TOWMNSHNP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, N KING COUNTY. WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT TIE WEST QUARTER CORNER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, 14 KING COUNTY, WASHINGTON: MEPICE ALONG THE WEST LINE OF SAID SECTION, NORTH 014'13" VEST 1,400 FEET; HENCE SOUTH 99'21'31` EAST 664 FEET TO THE TRUE POINT OF BEGIIING OF THIS DESCRIPTION; THENCE NORTH 014'13' ZEST 200 FEET: 'THENCE SOUTH 8922'31' EAST 160 FEET TO THEE NORTHWEST CORNER OF LOT 1. SLVERVEML ACCORDING TO THE PLAT THEREOF. RECORDED N VOLUME 136 OF PLATS. PAGE 61. IN KING comity. WASHINGTON: NGTONN: THENCE ALONG WE MIST LINE OF LOTS 1, 2 AND 3, SILIO VWEW SOUTH O'O9'36' EAST 200 FEET; THENCE NORTH 66'21'31` MST 160 FEET TO THE TRUE PLACE OF BEGINNING. (BEING KNOWN AS A PORTION OF TRACT 22, BLOCK 2. MC MICKEN HEIGHTS DIVISION NUMBER 1, ACCORDING TO THE UNRECORDED PLAT THEREOF.) OWNER: DARYL JORDAN, JORDAN'S ISES1ERNr 190336 1094D AVENUE SE RENTON, WA PHONE: (206)27 CELL: (206)306-0651 ENGINER/SURVEYQR: DOA GU NDERSEN. P.E./GARY CHMSlDISEUI, P.LS. AMERICAN ENGINEERING CORPORATION 4032 146TH AVENUE NE REDMOND, PHONE: (425 A -7430 FAX: On-NM-MI - - -- - ...... -.. -- --- .....,._.............�.._ - _ ...... . . ..........._ �.. ..I�.ww+A1�..,u...iw...�_...._ F.... .. ... ,,�.._ • ...._. .. .11.4g4.4 mm.111MM • These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and emissions which do not authorize violations of adopted standards or orrfinimces. The responsibility for the adequacy of the design rests totally with the designer. Adc6d°N s, ddedoas or revisions to these drawings after is date will void this acceptance and will require a r submittal of revised drawings for subsequent approval Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By 4/1s/03. (Accsss , *roe. 14•11•+IIdE /GIC D•Nfe.s+'c 114 4411-01-5 f4ifti 0%1, 0 1 • 14 . Doi - 14$ a. 0 -•••■■••••■•... . •••••••■•■•••■ _ ._..__ .. .........:. 1 ....111s: 1 OF 5 2 OF 5 3 OF 5 4 OF S ✓ S OF S . SITE DEVELOPMENT SHALL COMPLY VNTH GEOTECHNICAL ENGINEERING REPORTS BY ZIPPER ZEMAN ASSOCUATES, INC. DATED APRIL . 2000. AND SHANNON & NILSON, INC. DATED MARCH 9, CONSTRUCTION SEQUENCE 1. HOLD PRE - CONSTRUCTION MEETING. 2. FLAG LIMITS OF CLEARING AND GRADING. 3. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. i.e. FILTER FABRIC FENCE, STRAW BALES. 4. ROUGH GRADE FOR ACCESS DRIVE AND STORM WATER DETENTION TANKS AREA. 5. INSTALL ROCK CONSTRUCTION ENTRANCE PAD 6. INSTALL ROCKERIES AND ROCKERY DRAINS FOR FUTURE CONNECTION TO STORM DRAINAGE SYSTEM AND STUBS FOR FUTURE ROCKERIES. 7. REMOVE WESTERLY 22 -FEET OF EXISTING CURB, GUTTER, AND SIDEWALK FROM SOUTHERLY EDGE OF SLADE WAY. 8. CONTACT PUGET SOUND ENERGY TO LOCATE EXISTING NATURAL GAS AND POWERL1NE IN SOUTH EDGE OF SLADE WAY RIGHT -OF- WAY. 9. REMOVE INDICATED PORTION OF EXISTING 12 -INCH DIAMETER STORM DRAIN PIPE EAST OF PROPOSED ENTRANCE AND INSTALL NEW TYPE -- I (CB# 1) AT END OF ADJUSTED 12 -INCH DIAM STORM DRAIN PIPE. 10. INSTALL STORM WATER DETENTION TANKS AND ASSOCIATED CATCH BASINS. 11. CALL CITY OF TUKWILA PUBLIC WORKS TO INSPECT STORM WATER DETETION SYSTEM BEFORE BACKFILLING. 12. BACKFILL/COVER STORM DRAINAGE DETENTION TANKS. 13. CONNECT STORM WATER DETENTION OUTLET FROM CB# 2 TO NEW TYPE -I (CB# 1) IN SOUTHERLY EDGE OF SLADE WAY. 14. INSTALL ALL TIGHTLINES FOR FUTURE ROCKERY DRAIN CONNECTIONS, FUTURE DOWNSPOUT CONNECTIONS, AND STUB FOR TRENCH GRATE FOR CONNECTION TO THE STORM WATER DETENTION SYSTEM. 15. INSTALL ALL OTHER UTILITIES INCLUDING WATER, POWER, & GAS 16. INSTALL FRONTAGE IMPROVEMENTS (CURB, GUTTER, SIDEWALK, & PAVEMENT WIDENING. 17. RELOCATE SURFACE WATER CONTROLS OR EROSION CONTROL MEASURES, OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF TUKWILA EROSION AND SEDIMENT CONTROL STANDARDS. 18. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUWILANT. 19. STABALIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 20. SEED AND MULCH OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 21. UPON COMPLETION OF THE PROJECT, STABAUZE ALL DISTRUBED AREAS AND REMOVE BMP''S IF APPROPRIATE. 22. INSPECT AND MAINTAIN EROSION CONTROL MEASURES ON A DAILY BASIS. Those plus Mee been mimed by tbe Public 'w'orb Departing Ter sesihrmsos with amen Aasree it sallaisst M On in aid set wierM AIM= = d adereati ?Er empailMew Mims • die lb mum Arnim RECIEIVED • r stall imiesiars Mrpted Nrii in the admit" doom dork. din lb dm id via mil lir jai NMI MOM IO a NI em NMI SHEET INDEX COVER SHEET AND GENERAL, DRAINAGE & T.E.S.C. NOTES CLEARING, GRADING AND T.E.S.C. PLAN DETAILS PRIVATE ACCESS DRIVE AND STORM DRAINAGE PLAN STORM DRARIAVE PROFXE & DETAILS STORM STAR DETAILS DETAILS ot 7.. of3 3a TE ( 4( /1 F6RrnailaiJ 6r- VICINITY MAP NTS WA-reit PL rJ . (kL 1u.41l - )wt; ) \d-reierytAnJ Pitorke - CM I k S se..1 561 1)eic PLArk. - Neu_ -vue) 44 ‘ Ate. "Ib'P lJ 44 `f SuleveN SIP �+ N AY 1 6 2003 1 JOS NO. 20a r • T i I I I Mar raft Natorint ▪ r24 - alms 1117 - Coro OW al V O or rk I a. I l l org il irowilo .r ol.rrl I .._oms � M..._ -- •»- •-- • • -•-•� . I I sow I r . I I I 111--- 41' w.r per, snrnird or bs r I %If • u . %s i1l.r s�..1 Pow sores U Prookb 11/4"-42° o ▪ f Mir tome Ilrie �w llor *aglow r Irs 4P used pork A11B Poore per, 2x 4x 5' STAKE OR TWINE FILTERED RUNOFF City of Tukwila • i Rr :4 ef ; •, . 4 / MIX. el STORM RUNOFF' MATER ELEV. +' ft � ,i r !�I�rfi' `, ' t \ 1� ti� 1 ���j ltt *ti.�frt�;�:��,r. •.. ■ ::40010:1:1S.‘4;‘,:ik ��•,`'� ti. �. `1+ ∎144: tt113t J �� • ``f, ;t }S�t;tjlt i' t: tt�i j ;t11►1�11 .V'` �.,,► :is�11l�` ► t + • I � ` ii4114!{��Z / f PLACEMENT OF STRAW BALES ■ tft� _, - ti 4 t p O 1 Z 1i i F4 {��� 1} 11�{ Z 1 vi +., ! ; - ` ; # �t,��,N {!1 tit t�t�:;ii�1il��tt1 ��tti��,��tii�1�� % + i ; " L iNtr iNi i4 •r " � + :+ ,>>t�3 EtR {�N� 110.►` j r • I ` ► , / ►�,` • �,I -�`� ir:i .4k110.01, 1-'111:1;000111:11.44i:lopi ill'''...‹.s.‘i:-1.7-0. ,r:111\'Sit0;%itl-Vfte;NiCII10::‘*kl::,4101:-.1 -0-.40' 11.'..tt\''roe...e.` 'N' v : i;■. . CROSS SECTION STRAW BALE DAM NoT mWALE Peo PET= FAN= MOB EMAIL - ter. DATE: u/21/% I DS -24 , ENYR STAKED AND E.tiCHED STRAW EKES SEDIMENT LADEN RUNOFF ff • COMPACTED SOL TO PWNT PIPING it ~ 14 111, i ROCKERY & SIDEWALK W/ SAFETY RAIL m1Fau Np7Eg 1. BLEND TEMPORARY SLOPES 0 2:1 MAX. INTO EXISTING GRADE. 2. ROCKERY DRAINS SHALL SE CONNECTED TO HGHTLUNES AT ELEVATION BELOW THE LOWEST POINT ON ANY PERFORATED CONNECTION PIPE AND /OR DETENTION OVERFLOW ELEVATIONS TO PREVENT BACKFLOW INTO FOUNDATION SYSTEMS. At NOT 10 SCALE 1) Pim pips booms Plan POICONI MOW 1. Ilse& alp/ IM SIMI Old Mrw milliairm Monk of IN /.rr■i1• Mr suklo Mt _. Ur hog dOnwrirr a rr was OW los plool nook row bur so t w wda In for MMro. 3. andloolns ono onolowooniod toldrby saw Miry orOn Imo Milo .w la .t taw 4, Mw rook b 2-mw obbsim. 2 woo root - 210 -'00 ti tr-. Croy o MAY 6 a3 r qoirit • I- O a) a N 0 'BEET 2 or 5 1 6 W EXPIRES 04-05 -2002 V 4 • q• • a • • err 4 a , PA2000\ 2045 \Engineering \dwg \E2045rsl.dwg 09/11/2001 02147148 PM PDT ) • - ;: IMP • � 8 257.1 254.9 2 260.3 4 0 262.0 259.80 263.6 $ 259.87 264.4 281.35 268.1 0 282.53 266.7 280.39 2643 0 262.82 IOW AMP OP V • *4 5 En; r c.� 0 O t 0 0 N O) 0 I t I J "4t ha 0 iv 0 s N ,,›-Pcbc 4ke COI rn SILVER VIEW HEIGHTS PRIVATE ACCESS DRIVE AND STORM PRAINAGE PLAN,PROFILE & DETAILS .AmioNoan Engln..ring Corporation PHONE (425) 881-7430 Fox (425) 881-7731 EnOiners • Planners • Surveyors 4032 148th Ave. N.E. Redmond, WA 98052 Plotting Scab 1 =1 Filo path & Nome Scala 1 "= 20' Orown MCG Designed HC Ch•ce d EG No. By • a Cu 0 V a • w _.,........ _ •.....,...,....... f, - w. w.. • • :_J_ : ws ` rw 1r wlalt MOWN r MIL MOM rQ ode le eal Ike a • LL 4t .iwrie le war .rMw tie bible e�■s 1= mem titles e sea r err/ 1r reds et he paiM her seraw amidst et res Deers die be embed alb rem. r-- — ell Mare • w/ rilwea .1 �". ~ + M =1st 'fie Ir r i—I/ y mpe■e war ra amen. Of Meek solo i e. w bah el leamea �r Ten ftwarma as Mime rr.r.1, is we lire blow .e bo Wm « tho 419f Mee emir we der ..rte tier ask ..sere eibb Mb far sit eels• - rr ewer. Mb ' ' 1'� +ter is aim ■err•wrere Al. Ming ..� . aer �. a Mi ll. wia "� bo hone a - __ «.w .r NM City of Tvicwila CATCH BASIN TYPE 1 DATE: 11/21/96 I DS-25 ■ Covers shall have the word "SEWER` in 2" raised letters when used in connection with sanitary sewer installations. "STORM" when in connection with storm drain installation within right of way & drain on private property. ''WATER when in connection with potable water distribution. Section A-A Cast Iron Locking Cover Minimum weight 150 lbs. �; Section 8.-B 1. Frame to be � Cost Mon Frame 2. OiC M1630 0/T. �0 12S or approval equal sleight 210 Ib� City of Tukwila . Frame Plan 24 1[aa4ole Frame With Comer ILIUM DATE: 11/20/9;1 DS-14 F Fer ammeln .mot plees t'r•..et Or Abe Fame eat web w q M Ceor Aar sr A—ert bole tlrw�sl/ Fla awe Caw r-r semer eat la w» .r snorts ej.e■rt bees apaele lee sea Is erieA audio Orr ate so aA •ew ire er sr o>w who mei sine i/rr Chre 11 I I a A 1! ONO Slime le be .euwlrel_r w wwiwrr 'Oh NOV C 4711 s M s tar r .o Mew eseeelr dem * — .r =tee w Ike perils** m it t ** r �re iew mew Seer. r wham Amnia Sipe is slab hats ewe we ref elm r er Mrea N whew/ err ti s see wee e rtes be epees A • I.L. me iu Owen we OW del be Gins C M meet e mote Sul rO1iMt 42. 1 • ! Ilium Mies stall le L.:= .i ieieeireMa f-berr Ore l . Itliblem .r r .iiww. Measeret er Mee lab die it owe 1e pipe sew dimly ties MO Mkt eM Millwees. r■iL•. OR le 30 fir 4r' se- 4r be as idea reenter Ilidann atom neu. ad vale sr eel seer step law . iveale o sremlwi Opsoliminms .we i et rll•wwrt - MM..erar alma OM hoe seleleseleg Ms eb iri Osei eel s te. . A wt. OW Mr 11re • Ile beat 0110 setts so be minteL SW Mlle Suet. Nem w/ wink Mg we Me r Stesewe Aw •4 one 11-4, M Sieew. NNW% 4MR lined! oil 4 Sep sw Sri 1 M► Nem al gob Ring is 1 nit flop ilea sr end Ink M_ CAT= NM TIPS It 40 Is lie DATE: 11/21AS .all MeV% tisllir � � �rM��vn'�j"yr ��l'!� Ilehtmeng Sled t r , v 1111: Itt Peed its. — reerrl lbw feed SM. fw r o rlal O wr SUM a 1 WV 1/r Lbw w be i 1/I0 SECTION B -B a 1/4'1 VANE DETAIL. SECTION A-A I. 'M revers .t Ito Arable he r art *..lien .f Veer 041 be .wieeeei w tee ter scar of reels •sir. Lelleriri r M leme 1 1/11r. : a■e 141:21 recitt Veer r er st it r Or arlre s Slemillie aMr has • * 1,hr telreow & Elm eM Ism I,.. Mho. t/r ebwAr..r emallige Mrtr� S. Webby to wet pmellii S. t_eli_O ali. 7. Ar*ie/ ea !lees tit eat runlet rr Omer rten *rile V Aw. & Olt ar ire, Mao part -mac aI. .MPO.rr .tea M(I, - e-R *nave Manhole Step r 3 s t I Prefabricated LodOer ORM PDX CAT= DATE: 11/20/96 DS--4 • UMW SUM*. ins To p ore. Ilmeer Sid lit bib r anonainnum Aeseet O ars Ores O 1 r tiler 1r air. I lbeeng amp r IVO sr rw 1 ,74! ii AM r City of Tukwi2a 11' M rreeert lire ear, CAT is RIP DM= Ilhik DATE: 11/20/96 I DS-6 ari►°F A NAY z 6 2003 rr • 0 O a U 9W 4 5 a C.7 w O a EXPIRES O4--05 -2002 cr) a F �� E-• crul �aQ w F , a � = C) 4c9 w '.. 47 4t4 cz B oa M Pim* 0 E• Cr) Joe No 2045 a - r -. •••∎•• .......-- +ww- +- ••••••..r+. ...�.- ..mow...-- ....�. -- • )11, VZ,Nx■ , r r � � ~ f � S VN *SSriVS 20' (SEE NOTE 1) 1. COMM $*L OE WO r OR aEM 11611 s 1/e Vat. aaos NI : UMW= I:== WOK PIMA 0011010E At east at IMO NOM IAIIOT OE M11011wMA RIM MOW 3. AL ORNIIIIN MOM AM1.EA111. Mx. ,. inn UMW IMO 0e= IC A 401rolo EIlMl11•11 Alf IMILL E Mall LONIIIIIINIMILY A1d4 ME C , E AL NOOK !EL E MUM M AtOOMIIE INN AVIVIIONIF RAW IMO OPICIFINOMMI OM IS MOND E 1t OK OF WON& IL a T Mill IIMf E UM N MOB MIA 1 ) 7 .111tE 01111111 COM= GM OM OR KOMIaLE P- 0/CP/CM C-1/C-2 H- -1/M -2 Au Others Sidewalk Widths 1. Sidewalks shall be a ninin n of S feet wide at bus stops and pullouts or where the speed l dt b over 33 Wit or shire a trail and sidewatk are combiner, a Expansion Joints shall be placed every 13', score joints every T. 3. Cenerrt concrete shall be placer on 2 of sir *as crusher rocks and as sther+rin specafled In the current PINIA/VSWT Standard Specifications 4 *nova( of rslstbq concrete curb* getter or sidewalk shall be to nearest point; score joints Hunt be sae cut and with nee. City of Tukwiia SIDEWALK nsrAu, DATE: „ /,s/w Rs— DATE: i 1 /1 s/ss Rs- r ary NAY is200 • i • I • t % t 1 1 1 , 1 1 1 1 1 1 1 1 ` Nr. \\ \ 4 f% It \ 4 � " �° ` \ 4 r 4 4..... • 4 � '. -. .-. 4 ` ` ` • N. t_ \ 4 1 • • %' • t � `11 : % \: s \: : \ .. . • • • ti ti♦ r 1 1 1 1 j 1 ••••%. . - t 1� t l ; 4 1 1 • j t i 1 .iv . ♦ \\ t A A ` � \ \ \ \��N. ` ; \ '-• \ \` % \`� \ \ \ A ti IL t • '1 % \ t ♦ ' '' ♦ ` \ t '1 1 • 1 N '1/4:,%:: ` ♦ ♦ \t\ \\`�i \ \ \ \ \ \ \ '�ti � \ \ • \ t♦ ♦ � ` tit � • ♦ ti, \ \L\t \ \` �.- . % , to ` t \k‘ \ \ � w ` � � ` ��y�-\ , � ,:,,, t s ♦ „. - I% t 1 fi % •"'t • '" 'AlatsF'Q _Aft, 4 • 4 :-.... 1.4 . ‘......', *"..... %.,..... `'.... ...% I N 4 �O ▪ ` �., \ ''\ ♦ 11 t •. \ ♦ 11 i \ \ �', \ 1` •� \ � \ t ♦ "� � I A '► 1 ♦ \ • t, \ `- If j �, k 1 1' `A t \ 1 S ` -•�'* ■ `% ti\ S. t "t • i '� �.INGRE:S,(EG'RESS % 'I ' % ` \ AND UTIUWS N, 'I % 1 1 \ t ` TEN `\ ; . \ `. \ r�88 93 --_,.. \ t , • ''�- • • • \ ` \75.0 �►� 1r �' � � ��'+r SILVER VIEW HEIGHTS NW 1/4 SEC. 26 ,TWP. 23N ,RGE. 04E ,W.M. CITY OF TUKWILA, WASHINGTON 1 \ * ~ \ .� \S S ‘ a .. ` '4 , I. ' 1 1 1 1 1 Il 1 \ `► \ ''.._ `\ t t t t I 1 I ` 4 4 N. ` M y. 1� c 1 1 A. \ .‘\ a . , t V] 1 1 1 1 \; riV \ 1 i 1 1 1 1 t t 1 ; f 4 \ \ E �; :• ; ` i j � Jr ' 5 i 1 1 1 t t i . „ 00 t i` 1' 1 e + . n \. ! .G 1+78.32 7' RT. 1- 5 1/4" M. V.O. HYDRANT ASSEMBLY (MJ) 1- 8 "x6" TEE (MJxFL) 1-- 6" GATE VALVE (FLxMJ) 2- 3/4 "0 TIE RODS 1O'± OF 6 "0 DUCTILE IRON PIPE 1- 8" PLUG CONCRETE THRUST BLOCKING HIGHUNE WATER DISTRICT EASEMENT 0 +08 7' RT. REMOVE EXISTING 8" MJ PLUG INSTALL 1-- 8 MJ GATE VALVE (CONNECT TO EXIST. 8" TEE WITH 8 "0 NIPPLE) ■ 10 +7.00 7' RT. i " =X1STING- 5-414" _LLVD HYD. ASSEMBLY 1- 8 "x6" TEE (MJxFLG) ----------------- 1-- 6" GATE VALVE (FLGxMJ) 1- 8" PLUG (MJ) CONCRETE THRUST BLOCKING " LEGEND: - - EXISTING WATERMAIN PROPOSED WATERMAIN SC EXISTING GATE VALVE x PROPOSED GATE VALVE � -- EXISTING FIRE HYDRANT +-34- PROPOSED FIRE HYDRANT ISIS OF VERTICALIDATUM: OTY OF TUKWILA. 53rd PLACE S. AS -BUILT (PLAN DATED 10/9/87) HELD STORM DRAIN (12"CMP INTAKE) TRASH RACK ELEV. 254.52. LEGAL DESCRIPTION (BASED ON LEGAL DESCRIPTION BY CHICAGO TITLE INSURANCE COMPANY. SHORT PLAT CERTIFICATE ORDER , I><• Awl THE NORTH 100 FEET PORTION OF THE NOR ARTE OF SECTION 26. TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN. Iw KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGIIIIHG AT THE WEST QUARTER CORNER OF SECTION 26, TQWM9ir 23 NORTH, RANCE 4 EAST, VALLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; THENCE ALONG THE NEST LWNE Of SAID SECTION, NORTH 094'13" EST 1,400 FEET; THENCE SOUTH 89"21'31" EAST 664 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE NORTH 014'13" WEST 200 FEET; MICE SOUTH 89'°11'31" EAST 160 FEET TO THE NORTHWEST CORER OF LOT 1, SIL■ERVIEWN, ACCORDING TO THE PLAT THEREOF, RECORDED WI MOLUME 138 OF PLATS, PACE 81, VI KING COUNTY, WASHINGTON; THENCE ALONG NE WEST LINE OF LOTS 1. 2 AND 3, SILVERVIEW SOUTH O'09'36' EAST 200 FEET; THENCE NORTH W21'31" *ST 160 FEET TO THE TRUE PLACE OF BEGINNING. (BEING KNOWN AS A PORTION OF TRACT 22, BLOCK 2, MC MCKEN HEIGHTS DIVISION NUMBER 1, ACCORDING TO THE LANRECOADED PLAT THEREOF.) NOTE: EXISTING UTILITIES ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR EXISTING UTILITIES LOCATION PRIOR TO CONSTRUCTION. IF PROPOSED UTILITIES LOCATIONS CONFLICT WITH EXISTING UTIUTY FIELD LOCATIONS, CONTACT PROJECT ENGINEER AND EXISTING UTIUTY PROVIDER. CALL BEFORE YOU DIG 1-800--424-5555 S. 164th. STREET S. 166th. STREET VIC INITY MAP GRAPHIC SCAL 10 0 10 20 STRANDER BOULEVARD NOTES 1. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES IN THE FIELD. 2. CONTRACTOR SHALL NOTIFY DISTRICT A MINIMUM OF 72 HOURS (3 WORKING DAYS) IN ADVANCE OF ALL REQUESTS FOR STAKING. TESTING OR INSPECTIONS. 3. DEVELOPER'S REGISTERED PROFESSIONAL LAND SURVEYOR SHALL PROVIDE STAKING OF WATER SYSTEM CONSTRUCTION FOR DISTRICT INSPECTION A MINIMUM Of 72 FIRS. PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL % ERE REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM 'THE APPROVED DRAWING. 5. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH MANU- FACTURERS' RECOMMENDATIONS AND HIGHUNE WATER DISTRICT SPEOFICATIONS. 6. CONTRACTOR TO FURNISH ALL MATERIALS. 7. AU. DUCTILE IRON PIPE SHALL BE CLASS 52, NO EQUAL. 8. ALL GATE VALVES SHALL BE MUELLER OR EQUIVALENT. 9. HYDRANTS SHALL BE AS SPECIFIED. 10. CUT -MIS SHALL BE DIRECTLY SUPERVISED BY AN AUTHORIZED REPRESENTATIVE OF HIGHUNE WATER DISTRICT OR PREFORMED BY THE DISTRICT. 11. AU. UVE TAPS SHALL BE DIRECTLY SUPERVISED BY AN AUTHORIZED REPRESENTATIVE OF HIGHUNE WATER DISTRICT. 12. AU. CHARGES FOR CUT -INS AND UVE TAPS ARE THE RESPONSIBIUTY OF THE DEVELOPER /CONTRACTOR. 13. AU. COUPLINGS SHALL BE ROMAC 501. OR EQUIVALENT. 14. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL E)OSTI NG PIPE TYPES AND SIZES FOR COUPLINGS. CONNECTIONS AND UVE TAPS. 15. ALL MAINLINE PIPE SHALL HAVE A 42" MINIMUM COVER AND 60' MAC COVER UNLESS OTHERWISE SHOWN ON PLANS. 16. DEVELOPER SHALL PAY FOR ALL STATE, OTY. AND COUNTY INSPECTION AND PERMIT FEES. 17. COORDINATE METER LOCATIONS WITH HIGHUNE WATER DISTRICT AUTHORIZED REPRESENTATIVE. it FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO COMMENCE- MENT OF BUILDING CONSTRUCTION. 19. IT SHALL BE THE RESPONSIOILTY OF THE CONTRACTOR TO HAVE A SET OF THESE APPROVED PLANS ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. NO CHANGES ARE TO BE MADE WITHOUT PRIOR NRITTDI APPROVAL, BY THE DISTRICT. 20. FADE SHALL BE ESTABLISHED FOR AREAS OF SITE INVOLM NG WATER SYSTEM FAQUTEESS. 21. PARTS MUST BE ON -SITE AND INSPECTED BY HIGHUNE WATER DISTRICT PRIOR TO SCHEDULING CUT -INS OR CONNECTIONS. 22. REFER TO HIGHUNE WATER DISTRICT DESIGN AND DEIE .OPEIMENIT STANDARDS FOR ALL REMAINING NOTES AND DETNLS. 23. WATER USES OTHER THAN THOSE SHOWN RILL BE EVALUATED BY HIGHUNE WATER DISTRICT FOR COMPLIANCE WIN BACKFLOW PREVENTION REQUIREND1TS. 24. COMPACTION TESTING IS REQUIRED FOR AU. OPEN CUTS AND /OR CROSSINGS 1MTHIN PAVED OR TRAVELED AREAS OF PUBLIC RIGHT-OF -MAYS, ' 25. THE APPROVAL Of THESE PLANS DOES NOT RELIEVE THE CUSTOMER Of THE RESPONSIBIUTY TO COMPLY LATH THE REQUIREMENTS OF OTHER AGENCIES AND. TO INSTALL ADDITIONAL BACKFLOW ASSEMBLIES RESULTING FROM TIME DISTRICTS FINAL SURVEY OF THE FACILJTIES OR AT A FUTURE DATE SHOULD TIE CUSTOMER HAVE A CIA CE IN USE OF THEIR WATER SYSTEM. NAY 1 8 20 pereir GENERAL NOTES NTS FAOW9S\ CTALSWVp -4B7 HIGHUNE WATER DISTRICT Ce t).[ 41 -*' .6 APPROVED FOR CONSTRUCTION 8Y:. . - OlINml PLAN APPROVAL EXPIRES ONE (t) YEAR FROM DATE OF SIGNATURE DAN Q N • 8 O N = M • W EXPIRES O4 -06 -2002 .LOS NO. 2045 9HEET 3 .. • OF 4 I • • r I O U) O in I/ N• • • �- REM INST J G alligammEND 111111111" 11 ., .m..°111:11 6.0 • 4 .4 • Fri iO N .: 0 Oi N N ti • • • 1 54' 1 / \ % t / \ \ \ \ t , 3 411! tuitt 2 mio , i 1 (3 X % % % t / \ __", 249 - c. \ av 1 I 1 it \t ti 1%11 i ls it 1 4, ! i 1 1 t 1 1 I t , an anmononmo 01111121111111111Z1111 — �� mom 111 011111111111111111111111111111111111111 111111111111111111111111111111111111111111111 111111111R1Win11111111111 111111111111111111111.1111111111111111111111 ii-_ uii� FIR RAN caz MBL _ I 111111111111111MIZEICIEMm� OF MI MI R W • -- R AIN, MIIHIIIIIIIIIIIIIII Lmailit . 11111110111 11111111111111111111111111111111111111 1E1 im 11111111112 1111111111111111113111111111111i1111111111111111111111111111111111111101111111111111111111 MMMO =MM= MIMOWM IIIIIOIMMMOIMMIIEMIIII =Ma OPPME0111 MOMMEN =NM NO m milimm ... amen um= Ell iiiimmaiiili IIIMI IIIIIIIIIIIIIMZIVIIIIIIIIIEIMIII 111111111....a...." 111111111 MININIMENIIIII al 1111111111111 11111111111,111111111111111111 1111111111111•1111111111111111111111 III I I IIIIIIIIIIIIIIIIIIIIIIIIIIOMIIIILVINIIIIEIIIIIOIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIMIIMIIIII IIII IIIIMIIIIIIINIIIMIIIIUIIIIHIIIIUIIIIIIMIIIINIMIIIIIIIIIIIIIMNIIIIIIIMIIIIINIIMIIIIUIIN 1 �� \�� xisn�c c• ouN+ , mrnivasuarojai C =��CC�C�CC� ��C�C lumm .9.9.-imiammanignimilEitekw11111111.1111.1111iii111111111. 238 riossir.1-1111-1,111 - . m mar IIIIIIIIaim ....... .......•i.....m.m.,,,,,,,....LIIIIIIIIIIIIIIIIIIII 11111011111111 .....m...m.ramir e immazialasi 1 ...... mi •91111111 limaillira Ipaimmil --_ P R �POS D 17 8 0 D.I WA RM ' ZEIESMINI„i .1.1111111111111. 1111M111111M____ .. liiiiiiii --iiiiiiii.imilgritar I,. .1111 N 2+ 1 +$0 1 +60 1 +40 1+20 1 +00 0 +80 SLADE WAY SCALE: Horiz. 1 "• 20' fMRIMINO :14 41 ob AA 2 1 6 246 49v 219 2 .ke 2.17 0+60 1 11111111111 MINN. 94 93 242 2 , ? , 9 0 2 238 t N 0+40 0+20 i 7 r 1 0 +00 a Minalob MINIM 4=444114 ftwaleD Y w�NG FIRE HDR ANT - JX�ISTINGG 8"O WATE R/JAIN I I I 256 255 254 253 252 251 250 249 248 247 246 245 244 243 242 241 2w 40 9 239 37 36 35 234 233 232 231 230 229 228 227 226 225 224 223 222 221 DATUM 1 1 ELEVAT>d1 SLADE WAY SIO W N r- 5 1/4' MV in O imT (ERE APPN1a_D usT) !TORTE ADAPTOR • IMAM (I AS m) 1 1/2 MASHND GRAVEL (1/2 c11L MIX IX 2- 3/4' EROIS OR r tEGAUJG QUADS SLAO x 4' CK omt %Pm OONNEcT 10 EX MA ON WOLFS : oRILN. 1 4' DRAM OUCTNLE MOM aOT MDE aF WIDTH AS REM O = H w i m I a 4 VARIAILE PANT HYDRANT MA1 I TRAFFIC T LLOMf AS MANUFACTURED 'mom PUNT NFQ 03. alt SAFELY Ism % MAR10N p171113 SY N 3 SY PNI ER PAT CO.. 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PAINT PORT VI TO SAFETY MLLE COMM OES7. AS wwur s MY FM/CST PANT WS CS OR TAM Lit 11111111101111 11111111101111 NMNO. HMI NMrSH ACTiNt;1 SY PAIIN t PAW CO NEATLY s1DICTL IOTA= TO v1ILVt IN POST v/!' I RAL.s ALTERNATE Or SODICL i t 11 VLL It N /r 1 IF UK OF MOWN POITCD AMC TOT I I NCTICIPL,. FTC mum mum MALL ALL R PGRTttTED IT r NMI EXTllts CMOs 1.101E MMRCTEI MY ISTRIT OR 01111101* VALVE MARKER POST AND EXTRUDED CURBING 10 15 Cp+PN'R SET71EJJt cam. 10 MID AID EQUIPPED AS MAWS * PAIOLOCK ON KEY 1011.11E 1IE mai 040C ON woo OUTIET • SON PIPE CONNECTIOIM ON SET= MET MO anon • ADAPTOR ON IOWA NUT 1r CHOPPER OR IMAMS NI}PLE EN II TTE� OUTLET OUTLET • NI<TM1 TW( K COPPER AID M woman tat COMMOTION 10 MASS RUNGS FOR woman woman COPPER WETTER MAALL SET LEILR . AND COMM N THE NETER SOIL CONCRETE N SOK Al AS WION 1i� SY f00 -11E 14102 SEAL CO. uiru TRAM UD WHEN SERVICE IS LOCATE N 0111~. 1Y. SWEET FLUSNING HYMIbM a PERMIT REQUIRES commnoo DUSTING MIN F ' 4I' i -�.0 ..:4 i1F Y SWIM L Mfr GR t1LitI Frill t• ICI.00141t TWO K COPPER micas IRON 1woo NNmt. - CL 52 (NEW CNNS1NU01HON) MIATtR METER TO SE SUPPLIED SY UO KII E MATER amnia. amnia. NE1ER SOX 1/44.1. GR NSTIILLEO FLUSH MlAN& GRADE AND MIDST SE &ZED 10 ALJ.O% FOR Mk CLEARANCE NEW CEVELOPIADITA NSTAU. 1' PVC SPACQ PPE N mot SETMRt TO =UN =UN LION NEAT OIMIf` 2' X P V2' NST r 01111 IL VALVE Y HNIGHLNE VATER DISTRICT. 3/4" & 1" SERVICES NTS 1/S. x r Amy RP. DEVICE x P I/r NST ADAPTOR WATER DISTRICT APPROVED FOR CONSTRUCTION BY: 11111111110T 11111111110T ININN= at � PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE • ■' 4 a 111111 Mi ' Y� �fL .4E j1L� Mum ii • ON!' IS NOME QA T Mp1MS. cumwEirieptgra Y CC IERVI,E SADDLE OF/ STAMM s1®. STRAP EQUAL TO RAMC OR 1011 AMR. 1• CC CORPORATION SNP Mr/ COMP ADAPTOR N4 FOR T iPE K COPPER SERVILE EOM. TO swam. FOOD aR HAYS. INSTALLED OIRECTL,Y INTO OVCM.E MONN PPE AT 30' TO 45' MIOLC SUPPLY HARE r CONTROL V. VATEINAIN W frM1 114TALLE D DX CONTRACTOR. TEMPORARY FLUSHING/TESTING CONECTIONS TEMPORARY FLUSHING/TESTING SETUP FOR CONNECTIONS TO EXISTING WATERMAINS mil at.. ..a.♦ AU. E MVOS IC IM O s� 11110111111 A Ni OF 1r CLEARANCE FrT1LH1 AROUND PPE � al M , 0 TO EEEIME AL MT • GRACE OF OWING FACES= MRS 10 N1TAUA1ON OF IC/ CV DIMINO OGITRACIOR DIOA1AA = AL1MINDNT • GRACIE. ��� / AT 1E SAME 1HIt THE 0 TN�fiI " O 1 s 1C �i ,RE 10 " 4 O.I. WW (114 10 St NORM NORM AT TINE Cr CONNECTION CONNECTION IFOR an 410E 111is WATi�AIN. 4 aL ISMS) RAr1AM SK a0N*1N RR CUT 410 DMA, DMA, 1N1►10rNA N. s COMMINATE Num MHt NON SIM 011101.4111E TO SLIM 0 mom • tom Ma woo As AMMAN !N: USE Loom ort As NNII i flat 2.5 FP.S. mom ] 21 NON* ALL CONNECTING TO MUM MANS ILL SE NOME x11 1 MGR AFTER MOM/ TESIHN& A3 X3X2 AIIPHALT PA1d1N REAMED IF VALVE 110% I3 SET N GRAVEL OR (ArAM SWAGE. VOL PPES MALL SE MOM= M1E11E IM2,APPRq MS MN OISRAND oGR AVM STArDAID C210). VALVE MAMA POST RECIATIED PER HIM STMIDNIDI OCLM /10 CIIfAECT MUMS AND PPE WORE NNW CONNEC1O1L MIbVS E 9MPDRT SUM mom TES Mm HALITE CONNECTION TO EXISTING ME NTS MODIFIED (P29 IZ /NFbKyn,woN cwt. (0 • • NAY 1 2 003 i II •' 1't is S � DNAL E- • f i OPINES 04-0-- ... r E- Cf)0 E m4 1:4 0■1 CD CD > 4 a wzz 11. czi �a� �z 0 ti 2045 .-. w ......'.BAs. . 4.4 ....rP.A. ...•1..1...x.+ rw • 4.M.f... ..� .1 ..•�....- -.- .. ... " te r • a • • 1 \ 1 \ S'i*C‘Z'' `4 " 1 " `t-\'`‘ \\ ,N:11)) II ) , �\ ` \ \ \\\\‘'N\\\\\ \\ \ \\ \\\ \ V\,\\\\ \ \\ \ �AA \ \ \` \\ \ \ \\ \ \ \ \ \\ y am\\\ \ \ 1 �. %% ,,.. ♦ ` \ ; N liZZ;ZI N :■,•■•■■ I I \ \ \� \ \ \ i ` V 1 \ \ 4 1 \ \ \ \ \ ` \ 1 ^ \ \ \ \ 1 I 1 \ r \ I \ \ ■ \ \ \I 1 \ \ \ \ . ,.. 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SEWER PERMITS �+ _ ''" • FOR ,12:jv • FUTURE RESIDENCES CONSTRUCTED ON LOTS 1 dg 2 REQUIRING INTERNAL PLUMBING FIXTURES AND DRAINS BELOW THE DESIGNATED FINISHED FLOOR ELEVATIONS (F.F.L) WILL REQUIRE SEWER EJECTOR PUMPS WITH ACCOMMODATING PLUMBING. • p .- ......n..._.i.!.....r. 11 - .....mow -•-.. .. • • I I • 1 • f (L. ............................... r --------- FND CONC MON W/ NAIL; DN. 1.20' S. 0.18, W. 0.11 06/29/00 A ,. 1 1 1 TL 0030 TL 0120 TL 0040 I• •• ,A - • I ■ I s TL 0100 — J V 1 • S. 163rd PLACE N88'03'22 "W 504 .00' • f 1 1 1 , I•• 1 1 A I I I 114 1/•/ I I 11 I I •, 1• r V 1 Li • f► ..►� 1 r7 A r♦ �I 1 1 1 / I 1•• r %I L- • 1 a 1 TL 0040 TL 0050 1 I TL 0110 •, 1 I r• "r 1 • • I I •. 0% ♦44 . • TL 0230 IP • •• •. 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Mir I� IAl1, MIS COUNTY, WAININOTOK RU MNIQ AT 111E UST aJN11Elt CORMS OF SECTION Si,, 'ISM 33 RAKE 4 EAST, MAW' IN IONS COMITY WANNIOT�ON DUNCE raw or smo naafi. NORTH owir ROT 1400 Den SOLIDI warm CAIT PET TO WINE TRUE PONT M MN10 Cr IRS OCKSIP1101t 11010E NORTH 01413' UST 300 PM VOICE SOUTH mile EAST 100 PUT TO 110 NC1111i1EST COMM OP LOT 1, O.1D,1I1OT. ACOCIO TO DE PLAT IIIIISOF MOM N VOLUME 131 IN DATA PAW Si. IN ISM COUNTY. WAl*NOTON TIM M ALONG DIE M' LOTS 1, ! MO 3, 111.11U Ew SOUTH LAST 300 Rt1; MINCE WHIN NO OM' 31 TEST ISO RUT TO THE (00140 MOM AS A PORTION OF TRACT 22. KOCK 28 1, ACCORDING TO TIE UNMOOR= FLAT HEREOF. TL 0215 59'18'0 Cm 263.9 R =\255. AO NtULT • STORM DRAIN 12 "CMP INTAKE (SEE NOTE FOR NYERTICAL DATUM) 1 t TL = 18'08'55' L = 80.77' I RJR 255.00 ti ��9 ti) IS CONC. SIDEWALK TL 0205 � � 1 252 � `1` INGRESS, EGRESS AND 254 UTILITY EASEMENT 5' BOARD REC. NO. 9812072621 FENCE IS 256 Y, r I I 258 266 4 2;6 226642 66 "4 TL 0010 N88'56'04"W TL 0030 TL 0199 • 1 / 85.67 _ 0020 TI 0040 FND 4X4 CONC MON W/ 1 1/2" DISC PUNCHED DN. 0.6' IN CASE 06/29/00 • •`• . ,LEGEND S FOUND CONC. MON. AS NOTED • SET 1 2' x 24 REBAR at CAP, LS 30444 TAX LOT NUMBER WOOD FENCE AS NOTED TL -x —x- •• 91.45' rg;i .• FIRE HYDRANT A •• 1 4 1 %r i i 1 S 11 I r I (*• )i •• � FND 4X4 CONC MON IN CASE HELD 06/29/00 30' 30' In ca N • r ~I• Is • Ms '— V r 10 SLADE SAY .$3 813133'22'w 422.92' • • E-4 - . . r ♦ .• 1- I I •, 1 i i f i 13 212• , 232 37" � L 41.09' = 100.00' PRECNION W Odle 11AW1E N AT NOM 1i1a DWI IINIMMI STANDARDS. NUM SY 3�1�ti0 ■010 AIO • O�C� D 1p�T AL STATION �� ��dA�R1�1 /t OASIS a w11Cx any art OF TUNISIA Ur a IUD s�� o�aw � PROPERTY LIS NM x, ? A DETERMINED TO E OUTSIDE 000 HEAR FLOOD PLAIN: PINlRINIT 113031 CLOW PROPERTY JORDAN mum woo T INC. TL �1M 112 SURVEY wAS MADE MIN DIE EINEIT OF A 111LE MiroTT elf CHICAGO 111LE INSURANCE COMPANY. OINDER NO 50116 DATED sonomet 14. 5000. PROPERTY MAY E SUBJECT TO THE 1EMS AND CONDITIONS OF THE IrOLLOVING 1100011DED DOCUMENT* 1600110,111 NUMSERIk 2100443, 53410101, 7412000425, 75041006115r AND 0400001241 SAID DOCUMENTS NOT PROVIDED SY TIN 111,E =MIX •• ,• !i •. •• TE. 0200 • i! I• 1 1 •. TL 0210 I • A ii 1 •• •• 55 5 • • • . . 5 TI 0190. A IS I,4 r I 11 0220 1 1 1 r 1 r SURVEYORS CERTIFICATE TI 0196 1 r • 55 A •• " - .• 5 ■• TI 0180 „r r r se r THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE IRVEY RECORDING ACT, AT THE REQUEST OF ? :�r� / • - 1 ••• � +�.. MID REGISTERED LAND SURVEYOR w M TOPOGRAPHY MOM I REON IS A COIATION OF TOPOGRAPHY PROVIDED DV TIE Papaw OWNER AND 11UPPLDIENTM. MELD VDPOGIVONY SY AMERICAN IINGI EMIS CORP. GRAPHIC SCALE 15 0 15 30 1 NCR •30 IFT. VICINITY MAP N.T.S. • cfrp l 3 r 4