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Permit D05-085 - WATANABE RESIDENCE - NEW HOUSE
WANTANABE RESIDENCE 12252 46 AV S D05 -085 JVy UO U0. • cn w W J � LL 0 D. a- • w • _, � o 'Z H` :w LU • U O. 0 ;O H' W W' O; W Z. F= a_4. O Z r O� �Z 1908 City 6A II Tukwila Steven M. Mullet, �.la }nor Departmei :t of Commui :ity Developn:ew 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: cOukwila.wa.us DEVELOPMENT PERMIT Steve Lancaster, Director Parcel No.: 0179000975 Permit Number: D05 -085 Address: 12252 46 AV S TUKW Issue Date: 11/03/2005 Suite No: Permit Expires On: 05/02/2006 Tenant: Name: WATANABE RESIDENCE Address: 12252 46 AV S, TUKWILA WA Owner: Name: WATANABE JAMES Address: 5916 18 AV S, SEATTLE WA Contact Person: Name: MARK TRAVERS Address: 2315 E PIKE ST, SEATTLE WA Contractor: Name: SKYWAY HOME IMPROVEMENT INC Address: P.O. BOX 4084, RENTON, WA Contractor License No: SKYWAHI00203 Phone: Phone: 206 - 763 -8496 Phone: 206 772 -1886 Expiration Date: 09/18/2007 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,448 SQ FT SINGLE FAMILY RESIDENCE, 423 SQ FT ATTACHED GARAGE AND A 102 SQ FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: EROSION PREVENTION BEST MANAGEMENT PRACTICES, SANITARY SIDE SEWER CONNECTION TO EXISTING STUB AT THE PROPERTY LINE, PAVE ACCESS, CLOSE DITCH ALONG 46TH AV S AND INSTALL CATCH BASINS TO CONNECT NEW DRAIN PIPE TO EXISTING, NEW WATER METER, ROOF DOWNSPOUT BEST MANAGEMENT PRACTICES. FOOTING DRAINS SEPARATE FROM THE DOWNSPOUT DRAINS. NO ALLENTOWN WATER CONNECTION FEES. NO CASCADE WATER ALLIANCE FEES. ALLENTOWN SEWER ASSESSMENT HAS BEEN PAID BY PREVIOUS OWNER. EXISITING WATER METER TO BE UPGRADED. Value of Construction: $224,658.33 Fees Collected: $4,679.64 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: V -B Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 10 c.y. Fill 10 c.y. Landscape Irrigation: N doe: IBC- Permit D05 -085 Printed: 11 -03 -2005 Z - Z JU UO. N 0. w= cn LL.; w O J LL a rn = d . F- w Z H- . E- O Z �- Ul 5 U� O C& .0 N w X L O .. Z . w U= O I~ : Z 1 City (�.� Tukwila Department of Commui ty Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.its N Start Time: Y N Private: Y Y Profit: N N Private: Y * *continued on next page ** Steven M. Mullet, Mayor Steve Lancaster, Director- End Time: Public: Non - Profit: N Public: doc: IBC - Permit D05 -085 Printed: 11 -03 -2005 Z Z' �w J U UO too to =: L ' W J' LL Q �D = d �w Z t= O Z� O N= WW U- 0 . 1 ui Z' Z � I ILA'N�ygs r 1908 City GJL Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: cOukwila.wa.us ,-r Permit Number: Issue Date: Permit Expires On: Steven M. Mullet, Mayor Steve Lancaster, Director D05 -085 11/03/2005 05/02/2006 i Permit Center Authorized Signature: Date: ' I hereby certify that I have read and amined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the pert rmance of work. I am authorized to sign and obtain this development permit. Signature: Date lo—S Print Name: 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. i doc:IBC- Permit D05 -085 Printed: 11 -03 -2005 Z fH �. �W J U'. U Oi w i, J iH CO) LL WO J LL =: W: Z �-- O': Z� U i0 N: `C) H. :W W LL 0 Z U CO). .0 H_ O Z ti C of Tukwila 1908 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0179000975 Permit Number: DOS-085 Address: 12252 46"S TUKW Status: ISSUED Suite No: Applied Date: 03/14/2005 Tenant: WATANABE RESIDENCE Issue Date: 11/03/2005 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 13: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 14: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. doc: Conditions D05 -085 Printed: 11 -03 -2005 Z U.1. 00 CO J F_ N U_ W O U_a co D = d. W, Z� F— O Z F- w U� CO) D F- wW �U L O tl! Z U =, O Z Cit y of Tukwila f9C6 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 16: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 19: 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. 20: Storm drainage system adjacent to the West property line being within 46th Ave. South, shall be replaced with new storm drainage pipe and CB(s). Coordinate with Public Works Utilities Inspector for acceptable materials to be installed, depth of system, and for removal of existing culvert along property frontage. Connect to newly installed ductile -iron pipe, which ends at the NW property corner. 21: Any material spilled onto any street shall be cleaned up immediately. 22: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 23: A bond in the amount of 150% x cost of work within the Public right -of -way, made out to the City of Tukwila for possible property damages caused by activities. 24: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 25: The Land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 10 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. 26: 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. 27: 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. 28: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 29: 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. doc: Conditions D05 -085 Printed: 11 -03 -2005 Z Z �w _3 U 00 Co o to W J = H N LL w �_J LL Q co d =w �O Z�_ w U� ON .0 H W w. U.' O .Z co O Z Z Z; QQ � J U; U O: Np . N W W = N LL W O LL Q CO) d' H W; ;Z H` Z 1-. W W: M ! , Mp ,Up N; p H: W LlJ' 111 Z ` U Z � LAI �g City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Date I113Lb5 . Print Name: S f f i i , Z S Z' V UO CO) NW WM CO LL, W O. :3 �� = a LLI Z � H- O` Z 1- U �. ;O N :W W L F- — O: .. Z. O f.. (r- C1,T X OF T UKW/L ComAunity Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Building Permit No, � 5 - ff 1Vfechanical: Pennit.No. 1 v t (7 Publie:Works Permit No: Project No. For office use.onl Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION: King Co Assessor's Tax No.: 0 ( T (300 g - rg Site Address: IZZSZ ol�l S Suite Number: Floor: Tenant Name: New Tenant: ❑ .... Yes []..No Property Owners Name: J WfV1`t' J-J" � Mailing Address: 5� 16 113 h1f S sefti WA go 1C)5 City State Zip .C.ONTACT ;PEYtSON Name: M kV `rFfi� Day Telephone: �)3 >Fgb Mailing Address: 2 ��l 98122 City State Zip E -Mail Address: Fax Number: Cz) 32 8 - 6231 3 GENERAL:CONTRACTOR'INFORMATION ( 1Viechanical Contractor information on back Company Name: Mailing Address: City State Zip Contact Person: .Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD = All plans mtust be wet stampedaiy:Archtitect oilRecord Company Name: M*V-r- 1TAytt -s kt Mailing Address: `CTT, - �M0tJ City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: ENGINEER:OV All plans musf be vret stamped by:Engineer of Record Company Name:_ Mailing Address: Contact Person: E -Mail Address: 1pcnnits piusticc ctangealpermit application (7.2004) City State Zip Day Telephone: Fax Number: Page I Z W � U U) o C0 W J H (0 LL WO J LL j � = W H = F- 0 Z �p U LU O N 0 �— W F �" O ill Z p O Z , Valuation of Project (contractor's bid price): $ 0- COO Existing Building Valuation: $ Scope of Work (please provide detailed information): 1�"W Co 1•�C� OP e� W ( krrka l'l5l) Gam& S Will there be new rack storage? ❑ ..Yes C,. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 1 kT *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: B 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: StandardJ P< Compact: V4 I Handicap Will there be a change in use? ❑ ....Yes D(.No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers [:]..Automatic Fire Alarm [ EQ , Other (specify) ! tOO - - DIMC�Uf-� Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes Eg..No If "yes ", attach list ojmaterials and storage locations on a separate 8 -I 12 x II paper indicating quantities and Material Safety Data Sheets. \permits plwUcc changeApermit application (7.2004) Page 2 Z Q W W� JU U N 0 W= J F— N U W O. 2� 9a U� = W Z t•— E- O Z F— W U� O N . 0H WW U ti O • Z. W U� P X. O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I" Floor 2 Floor . i 440 �-� I 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 1 kT *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: B 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: StandardJ P< Compact: V4 I Handicap Will there be a change in use? ❑ ....Yes D(.No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers [:]..Automatic Fire Alarm [ EQ , Other (specify) ! tOO - - DIMC�Uf-� Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes Eg..No If "yes ", attach list ojmaterials and storage locations on a separate 8 -I 12 x II paper indicating quantities and Material Safety Data Sheets. \permits plwUcc changeApermit application (7.2004) Page 2 Z Q W W� JU U N 0 W= J F— N U W O. 2� 9a U� = W Z t•— E- O Z F— W U� O N . 0H WW U ti O • Z. W U� P X. O Z i PUBLIC WORKS PERMIT ZNF - 'MATION 206- 433 -0179 ( n,Scope of Work (please provide detailed information): S LX - f I� cc j ar' S u � rl. ✓� t,1� �� N Orr, cm NQ IO S''j 30 ne& 1b.) AifJ2 Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WgIer District Vir ..Tukwila El ... Water District # 125 ❑ .. Highline ❑ ...Renton ❑ ...Water Availability Provided Se er District ...Tukwila El ... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate El ... Sewer Availability Provided El.. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic syst'er6, provide 2 copies of a current septic design approval by King County Health Department. s Su fitted with Application mark boxes which apply): ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ... Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ Traffic Impact Analysis ❑ ...Bond �]..Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) . Hold Harmless Pro ed A ti vities mark boxes that apply): P � U/ J El ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way Total Cut O cubic yards ❑ Work in Flood Zone Total Fill b cubic yards `Storm Drainage V .Sanitary Side Sewer. Abandon Septic Tank ❑ .. Grease Interceptor .Cap or Remove Utilities El. Curb Cut El.. Channelization ❑ . Frontage Improvements Pavement Cut � Trench Excavation 1 Traffic Control ❑ .. Looped Fire Line Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " P ermanent Water Meter Size..." WO# 05 ❑ ...Temporary Water Meter Size.. I WO# ❑ ... Water Only Meter Size............ WO# ❑ ...Deduct Water Meter Size ........ " ❑ ...Sewer Main Extension ............ Public Private ❑ ... Water Main Extension ............. Public Private FINANCE INFORMATION Fire Line Size at Property Line 42r. Water V�.. Sewer Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ... Sewage Treatment • -- 1 • Day Telephone: " City Day Telephone: City i 0 & % - t. &P ,7 1 4 1 • State State Zip \permits plui\icc clunga\permit application (7.2004) Page 3 ,i�l;v4i.-.;�: ,:S . • ".ri u <•d,• t. ny.: t.:.. ::,:ir:.�a.u..�c�4..�.:,...:c.. Z = Z' W �. JU UO U) W= J to O LL W 9 - LL Q N d = W Z� W W U� 09 � F- W Uk F=- FF--- W Z 111 U CO Z l MECHANICA0 INFORMATION 206 -431- 3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City. State zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *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): $ Al s ,, Scope of Work (please provide detailed information): ' `F� S� K • 71 T) 1 I Ad ��S 1�r2�t;MN�1't?it� Use: Residential: New .. Replacement..... ❑ Commercial: New .... ❑ Replacement..... ❑ Fuel Tyne Electric.....❑ Gas....[ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Com pressor: Qty . Furnace<IOOK BTU ' Air Handling Unit >10,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace> I OOK BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /1,000,000 BTU to Sin le Duct Suspended/Wall/Floor Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent L Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator — Comm/Ind Other Mechanical <I0,000 CFM Equipment PERMIT APPLICATION 3 UTES : Appl><cable; t0.:a ll ><n tLi app. IcahOn % 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 TH T I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY, OF PER.FJRN E OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. X Signature: Date: Print Name: M NV- -- TVAVQ Day Telephone: (a�)763'8 Mailing Address: 2311 S _V�K K �t VA ��- City Stale Zip Date Application Accepted: Date Application E pires: Staff Initials: I:' , Y1t5 0 �a S w ns lus\lce than es\ ermit application 7 , ��� P B P PP � (- Page 4 Z '~ W JU UO w= H CO U _ WO LLQ U) = F_ W Z F— WO W U� ON � H W W H5 LL .. Z W U= O� Z c BULLETIN A2 ' TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT N ME VJ �>� r PERMIT # d If'you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. 2. 3. 9 APPLICATION BASE FEE 250 (1) Enter total construction cost for each improvement category: General I ado Erosion prevention Water 160 Sewer a ,5torm water IAA 0 Road /Parking /Access 0 RECEIVE A. Total Improvements Z 62 �, OF Tutcw ILS Calculate improvement -based fees: B. 2.5% of first $100,000 of A. 1 G 1�5 - 7 S MAR C. 2.0% of amount over $100,000, PERMIT CENTER but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. TOTAL PLAN REVIEW FEE (B +C +D) (4) 5. GRADING Plan Review and Permit Fees ._ $ (5) Enter total excavation volume o cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS- RATE Up to 50 CY Free 51-100 $23.50 101-1,000 $37.00 - 1,001 - 10,000 $49.25 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more _ $402.25 for 1 200,000, - – PLUS 7.25 for each additional 10,000 or fraction thereof. 03•� TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION .11 (1+4+5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Revised 03.18.03 Revised 05.73.03 Revised 06.07.04 D z �Z JU UO CO) �: co W J = �LL w O. 9 : U_ Q CY �w z� �o z t- LU U� O— co 0H w HF- L O ui z U C0 O z L a BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance /Inspection Fee (B +C +D) $ (6) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1 B to estimate the pavement miti ation fee. 1 Approx. Remaining Years Pavement Overlay and Repair Rate er SF of lane width 20 -15 100% $10.00 15-10(75%) •. $7.50 10-7(50%) $5.00 7-5(33%) $3.30 5 -2 25% $2.50 2 -1 10% $1.00 0 -1 $0.00 too vtl.� 5° 8. GRADING Permit Review Fee $ 3 (8) Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE ✓ '50 or less $23.50 51-100 $37.00 101-1,000 $37.00 for 1 s ` 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 -10,000 $194.50 for 1 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. , 10,001 - 100,000 $325.00 for the, 1" 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 100,000 CY plus $36.50 for each additional 10,000 or. fraction thereof. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 2 z Z �w 2 �U UO CO) O' J = �- . C0 U - w O. U- C'0 �w z �.. �O z i- LU U� O N,. o � W W u. O z. CO O F- : Z .. BULLETIN A2 I " TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter - Deduct ($25) B. Flood Control Zone ($50) C. Water Meter - Permanent* Cv o D. Water Meter - Water only* E. Water Meter - Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E 10.. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Storm Drainage Mitigation $ G. Other Fees $ E Total A through G $ (10) 9 - DUE WHEN PERMIT IS ISSUED (6 +7 +8+9 +10) ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. I Approved 09.25.02 3 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 z D: U O. CO o, U) W. J � CO LL W O. LL cy Z r~ O. z F- V 0 O CO: D � WW LL O: - z . O� Z g C itv o f 1 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 u z �W U O' CO) o. w =. J � N LL; W O: U. = Cy, � W z � I— O W LL I � p O to W ui W Z. U CO) O Z RECEIPT Parcel No.: 0179000975 Address: 12252 46 AV S TUKW Suite No: Applicant: WATANABE RESIDENCE Permit Number: Status: Applied Date: Issue Date: D05 -085 ISSUED 03/14/2005 11/03/2005 Receipt No.: R06 -01082 Payment Amount: Initials: LAW Payment Date: User ID: 1630 Balance: Payee: RAYMOND NG TRANSACTION LIST: Type Method Description Amount Payment Check 5424 375.00 375.00 07/2012006 04:37 PM $0.00 ACCOUNT ITEM LIST: I Description Account Code Current Pmts ------------ - - - - -- ---------- - - - - -- ------ - - - - -- i BONDS /DEPOSITS 000/386.908 375.00 i Total: 375.00 07/21. '? T07'ht_ doc: Receipt Printed: 07 -20 -2006 . City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z - W wuj; J U. tU 0: co w =' J � CO U. W O. U- Q d: � w z� H O z F—: UJ5 U O U W UJ 1- V tL � tai Z' O Z =� RECEIPT Parcel No.: 0179000975 Address: 12252 46 AV S TUKW Suite No: Applicant: WATANABE RESIDENCE Permit Number: Status: Applied Date: Issue Date: DOS -08S ISSUED 03/14/2005 11/03/2005 Receipt No.: R06 -00355 Payment Amount: 6 Initials: LAW Payment Date: 03/17/200612:21 PM User ID: 1630 Balance: $0.00 Payee: RAYMOND NG ' TRANSACTION LIST: Type Method Description Amount Payment Check 5311 6,000.00 i ACCOUNT ITEM LIST: j Description Account Code Current Pmts k------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- j BONDS /DEPOSITS 000/386.908 6,000.00 Total: 6,000.00 3662 03/17 971.6 TOTAL 6000.00 s doc: Receipt Printed: 03 -17 -2006 f S 1 Mob City of Tukwila s 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0179000975 Permit Number: D05-085 Address: 12252 46 AV S TUKW Status: APPROVED Suite No: Applied Date: 03/14/2005 Applicant: WATANABE RESIDENCE Issue Date: Z W J U U O �o co W _J H N u.: W O� Q� W =, = C%' Z � F- O. Z F_ �O N ; W w ' H U: . LL� .. Z W O Z Receipt No.: R05 -01598 Initials: 3EM User ID: 1165 Payment Amount: Payment Date: Balance: 2,467.43 11/03/2005 03:51 PM $0.00 Payee: LINCOLN ALAN LOUIE TRANSACTION LIST: j Type Method Description ---- - - - - -- -- - - - - -- --------------------- - - - - Amount -- ------ - - - - -- Payment Check 5202 i 2,467.43 i ACCOUNT ITEM LIST: Description ' Account Code Current Pmts ------------------------ - - - - -- BUILDING - RES ---------- - - - - 000/322.100 -- ------ - - - - -- 1,670.93 PLAN CHECK - WATER METER 000/345.830 10.00 PW LAND ALT PERMIT FEE 000/342.400 23.50 PW PERMIT /INSPECTION FEE 000/342.400 168.75 PW PLAN REVIEW 000/345.830 -.25 STATE BUILDING SURCHARGE 000/386.904 4.50 i WATER CONNECTION 401/379.002 60.00 WATER INSPECTION FEE 401/342.400 15.00 . WATER INSTALLATION (DEP) 401/386.520 490.00 WATER TURN -ON FEE 401/343.405 25.00 Total: 2,467.43 I 0.P66) 11/04 `•, 7 16 TOTAL 23303.0 7 i doc: Receipt Printed: 11 -03 -2005 i C it y of Tukwila � 1909 a 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0179000975 Permit Number: Address: 12252 46 AV S TUKW Status: Suite No: Applied Date: Applicant: WATANABE RESIDENCE Issue Date: Payment Amount: Payment Date: Balance: Receipt No.: R05 -00372 Initials: LAW User ID: 1630 Payee: JAMES WATANABE CONSTRUCTION TRANSACTION LIST: Type Method Description - - - - _ - Amount Payment Check 4767 2,212.21 ACCOUNT ITEM LIST: i Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 1,793.21 PW BASE APPLICATION FEE 000/322.100 250.00 1 PW PLAN REVIEW 000/345.830 169.00 i D05 -085 PENDING 03/14/2005 2,212.21 03/14/2005 02:31 PM $2,932.28 Total: 2,212.21 Z Z v0 CO)� cn W w= J �. W' W 0 J� U. rn = CI W Zx xt I — 0 ZH N. C, H 2U L~ O Z U CO H � O ! 0996 03/15 5 716 TOTAL 1 -212.21 ' doc: Receipt Printed: 03 -14 -2005 F �f• +',t4T ?tf�"�i ji '�1SJk�� iy { ,'r } SGtiJ , "7 .. 1' � Inspection: � r Date C ed: 1 _ Date Wanted: m. d..'z I Q P•m • .. W01 INSPECTION RECQRD Retain a copy with permit DDS INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type o •( � Address: d Inspection: � r Date C ed: 1 Special Instructions: m`,u /L* Date Wanted: m. d..'z I Q P•m R equester: . Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: D .7 Date: ( loq J (Receipt No.: +Date: I r `� �d:'aa ., � x., ��� aw t' �' N�� '�� ;: ��� .,,+r:l..• "" -s.+;y . $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. c Z f�N iZ Ii C C 00 Q w� CO U. W O 9 _ LL j a = w Z� H 0 Z H. 5' Q 0 - Q f- . = W' U LL ~ O tiJ Z co O F '" Z a�atEyay'a -`?, }�'�rw tT+�i �Y.ro r .• i .4=u �z . it : r}z is 3 . s s INSPECTION RECORD 2 S � INSPECTION NO. Retain a copy with permit M o � CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -3670 P oject: Type of Inspection: c A dr�s: Date Called: Sp ll ciiaInstructions: Date Wanted: Requester: Phone No: iproved per applicable codes. Corrections required prior to approval. COMMENTS: t .r Inspector: � , to r'.. $58.00 REIN P CTIOI FEE REQUIRED. Prior to inspection, fee must be naid at 630 Southcenter Blvd__ Suite inn_ Call to serhedi le reinsnertinn_ Receipt No.: Date: Z fH NN W W c . 65 . i . UO N 0. J = Cl) LL WO J LL Q S W ZH H O Z I— WW U� O CO3 131-- W ill 2 Ir O: ui Z U= ~ O� Z 7 1" � --Y � - 7 INSPECTION RECORD Retain a copy with permit 0 P � T INSPEC N NO. PE IT NO. CITY F TUKWILA BUILDING DIVISION 6)431 ;6 206 6300 Sou hcenter Blvd., #100, Tukwila, WA 98188 i 36 Project: Type of Inspection: 6tJ,4 1 A1,4 A d d r2 s> 44, Date Called: Special Instructions: Date Wanted: m Requester: Phone No: ;Z 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 2- 1/11AJI.- age P-Ave AIN I LI ) 0 5 V F71 jl!pectorV Date: 1 7 0 0 REINSPECT101�1 FEE R UIRED. Prio/to inspection, fee must be 6300 Southcenter Blvd., Suite 100. Call to secheduLe reinspection. l Recot No.: Z W JU 0 0 1 C O) 0 CO) ILI U11 3: J I.— CO) U. wo� 2 � 9 Ei ILL < CO :3. a LU, z 0 W Q , O N W C.) 0: tii z CO) 0 Z' n 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 Project: Type of Inspection: Address: 7W / 15 pecial Date Called: � �6' Instructions: Date Wanted: a.m. p p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. �L� 1 �J W Ml� C ul HO W tqd 1L-- • WPI 1� Inspector: � Date: 5 mi 1 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z F- W Ir W U O V)o. C0= CO LL WO 9 Q. I.-W W O � p. O �. O f- W W: �U 0. Z Ill Coy U— F- _ 0 I-- Z -1- ... :.•,'. 'i`srf . {t1 ";rs•0•vxs #Y+ INSPECTION RECORD Retain a copy with permit Do S'� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Prol t Type of Inspection: Address: ,, , 5 2- q & Ake. S. [ Special Date Called: Ca l b ) � Instructions: Date Wanted: t a.m. p.m. Requester: Phone No: - ;;3 7 5 y1 Approved per applicable codes. Corrections required prior to approval. l.lN J� ( Alei C r � r Inspector: Date :. / 06 Receipt No.: Date: U $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection r Z Z' '~ W f � 3 UO, CO) J = C0 U W O: U.a N =) = C'! �W Z I— O Z F—' LU W . ,O N � t— WW LL 111 Z CO) ~O I.. Z _7 INSPECTION RECORD I Retain a copy with permit INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 —f 6 ) A- Project: eU;47 Type of Inspect WA / Adds 5 1 z q 4 Date Called: Special Instructions: Date Wa d: 0 p.m. Requester: Phone No: A ved per applicable codes. Corrections required prior to approval. COMMENTS: J A/S spe tec.. Datl!�,— III V 58.00 REINSPECTIOWIFEE REQUIRED44frior to inspection, fee must be .. paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. tecelpt No.: Date: Z Z: LU A 3 0 00 0) W, W J ca LL 0. 2� 9-1 LL < . =) CY: W 011 Z h- W LU: �0 S2. W LU U. 0. tU Z o co O Z v INSPECTION RECORD ' Retain a copy with permit D05 - O� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 )431 -3670 Project: u, %- -tcC/1c Type of Inspection: WIMP Address: Date Called: Da PP o Special Instructions: '�riUC �d D to Wanted: a,m- 1©c ' 4�o P.M. �SpPC� r► it Request `t Phone No: a,�3 577 M Approved per applicable codes. Correc required prior to approval. -.w r4 , $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 1 COMMENTS: uv MP a(, c C Inspector: Date: � ��) Date: l Z QQ �W QQ � JU c) 0 CO co LU J H LL W O LL Q co _° H= z �.. �o w ~ w U� O fn w U . LL W Z INSPECTION RECORD Retain a copy with permit NSPECTION NO. — 7 - 1 PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06) -3670 Project: Type ofJnspP ction: Address: 122- 52- Vi!. r9 S Date Called: Special Instructions: Date Wanted: (rlmh Requester: Phone No: Approved per applicable codes. Eg_Corrections required prior to approval. L COMMENTS: 7' 1 A ts 7 (e 1 YI rN 16 tor: Date: 3 58.00 REINSPECAN FEE REQUIRE 11. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to sechedule reinspection. Receipt No.: Date: Z Z W C.) 0 C') 0 C0 W UJ L W 0 , ti Q -J C') 0. CY W O. W H. LLj CI)i � W C.) 0 : Z CO) 0 Z IN SPECTION RECORD Retain a copy with permit L INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pr * oj n Type of Inspection: Add7!ss: 7 '252 Date Called: -) L A Special Instructions: Date Wanted: a.m. P.M. Requester: Phone N o: 5 r 772 Z/ Apptoved per applicable codes. Corrections required prior to approval. COMMENTS: 0 -/3 /v& Lee- / 72 P C, 7 - YZ) Re -I xf r 4A, 4Ld t I Inspector: 1 I Date: � C— z 3 Ijk I I Receipt No.: Date: 7 F] $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. I Z Z W JU 0 0 Cf) a' 0 W .W 3: J �- C0 LL LL I 0 U- cf) Co UJ z 0 Z �- W W 5, C.) O N LL1 W. 0, U- �- 0: Z. liJ Cf) .0 Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE N N . OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 0'6) 4 31 -3 � Project I z In Type of I " 112�011 �z Addre ate CalTed: Spec ions: Date Wanted: Requester: Phone No: 9 ' Approved per applicable codes. Corrections required prior to approval. COMMENTS: I Receipt No.: I Date: —1 z Z 111111 J L) L) 0 moo J) a CO) W W J CO) LL W O 2 �� 9 _ LL < :3 W 0: Z 1111--t W LLJ 5 to 0 Lii U � —0 Z. CO) P Z L-J paid at 6300 Southcenter Blvd., Suite 100. Call to secheduie reinspectior �1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspecti w Address: � � •�, Date na le Special Instructions: Date Want— 4, r m — 1 0 (.J Requester Phone No: II Receipt No.: Date: Z Z �W QQ �. UO U) 0 . W =' J Co LL W O LL Q Cl) S C, W I•- _. Z0 �p O D F— . =W U- f' O r .Z v CO: Z I-- paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit Ca5—�� INSPECTION NO. PER T NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 )'431 =3670 Project: S w � 7 , Type o In p ct Addrr / L f -5 Date Calleyl Special Instructions: Date Wanted: ra. M . Requester: Phone No: , r ..,... ................,..........� ... .... .. ...... ...... ....•• w aa...na.uuac �cn��l+cuw�i. Receipt No.: Date: Z iH Z W vO (0 o wi J I.Z N O W� J LL Q N :3 = F. W, ` Z � 11- W ~ W �p U O OH W UJ, H �. O lli Z' U Cf) M. O Z . nnirl nt Ainn rmithrontor Rlvrl Ciatn inn rnll *n enr•hnrLdn .ei #,-- . yF' e i caSn • ^•M!tv §ra; "rr *: ... _ _ ... .. ..�.. r• . ... .: _ INSPECTION RECORD Retain a copy with permit INS ON NO. PER I�'� CITY OF TUKWILA BUILDING DIVISION ��� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project U Type of Inspection: � Addre s: / rl/ _ Date Called: Spe is nstruc ions. Date Wanted: Requester: Phone No: or Receipt No.: Date: Z H .. Z W J U. UO N13: J = S2 W W O. u- co) = CY H W. Z� F- O W 5. O C D E-•` W uJ U. S .. Z W U =' O F . Z \ I I paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection ''INSPECTION RECORO' Retain a copy with permit Fn 7 INSPE ON NO. L P M CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 R * t: Ty Re of Inspection: 1 4rrs: 1 0 96a 4 Date Called: /0 s— Special Instructions: Datr. Wanted: I d I-- a.m. • Req u ter: Phone No: U - 3A 7 5-ff 1 applicable codes. Approved per e Corrections required prior to approval. COMMENTS: Inspector: Date: $58.6 R&S I EeREQ ECT ON F P rior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to sechedule reinspection. I Receipt No.: .! I Date: I- Z, OQC W! C.) U 0 Cl) a Cl) W: W LL W 0 . 2 r 9 J LL C , ) a. W 3: O W �- W UJ 5 : U U) ; .0 :0 H; W W X o . L 1-- L 0' iii Z, 0 Z � INSPECTION RECORD Retain a copy with permit IN VjrWTON NO. PERMIT CITY OF TUKWILABUILDING DIVISION 6300 Southcenter Blvd., #1.06, Tukwila, WA 98188 (206)4 -3670 Project - t'4 64" Type �qDnspectipv- naL\ Addr ess: Add a s s a Date Called'. / 2- as Special Instructions: Date Wanted: y a.m. R equester: 9- r lPhone No*' I I &—V proved per applicable codes. C r ec iori quired prior to approval. COMMENTS: E I Inspect ]Date: JA 41:� Li $58.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catl, to sechedule reinspection. teceipt No.: Z Z JU W 001 U) (3: LU X. Ir— 00 U. W 0, . �' 9 Ev LL. j. CY U -Z 0 W Us 5: I L ) .0 W U J Z z cf) �z INSPECTION RECORD Retain a copy with permit N INSPECTION NO. PE T N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: A, i Lj AC 4P I Type of In. ction- Lie Ad1dress: Date Called: /.2 1 / 5- Special Instructions: Date Wanted: / at 0-s Requester: S Phone No: 4,25 1 A 574 1 Approved per applicable codes. C orrections required prior to approval. COMMENTS: fl I Inspector Date: $58.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z W U 00, CO) 0� CO) W LLJ LL WO LL co :F CY X: 0 Z H' W W 5 U D CO) 0— .0 F_ W W . U. — 04 f1i Z' 00, � t I .-1017900 -0975 KNIGHT JR ELDON LEONA � .Parcel_IZata .. 5 ' RETURN TOt J AWS WATANABa pro 12257 46TH AVXXUI SO V � 1,0 F0� Ind COn TUl�WILA, WA 98178 ran ow 4 STATUTORY WARRANTY DEED ReferseKe / (If appiltable) Grantor(s)i ELDON LEONARD KNIGHT, JR. } Addkl=W on Papt Gras tM(!)t JAMES WATANABI Additional on Paget Abbrevinted Legal Dewlptiont PTN L16, ALL L 17 -18, DLK 5, ALLENTOWN Addidosd oa Papt ADDITION, V12 /P100 Assmot's Tax Fame! IDN 017900- 0975 -06 THE GRANTOR BLDON LEONARD KNIGHT, JR., unmarried, an his separate estate for and In cosslderatlon of TEN DOLLARS AND OTRZR GOOD AND VALUABLE CONSID =RATION In hand paid, conveys and wurana to JAMES WATANABE, a single man the Wowing desalted real estate, situated In the County of KING State of Washington. THE SOUTH ONi HALF OF LOT 16 AND ALL OF LOTS 17 AND 18, BLOCK 5, ALLENTOWN ADDITION TO THS CITY OF SNATTLE, ACCORDING TO THS PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAOE IN KING COUNTY, WASHINGTON. SUBnCT TO; AN ORDINANCE ESTABLIsiHING WATER CONNECTION AND BEWSR CONNECTION FEES, RECORDING N0, 9706120642 Dated; Oct 26,. 2004 BLDON LEONARD KNIGHT, JR. Z Z. W Q � J U U O Q CO) CO) W LU -J N LL: W S O 2 L LL Q N H =: Z�. E-- O W h-. L U U , :O co O H `W W H U' ll. ~O; ell Z 0 H Z..... Page 1 of 3 ZZ Q Z' W: 2; U O: to 0 W = Co LL W O LL Q = CY, LU Z �.. 1— O W 1—. Uj O (0 ! W W`. s -O U Cf), O ~ ' r P. 1017900-0975 KNIGHT JR ELDON LEONA' ' ' Parcel Data Parcel ,r. ...'` Present Use Single Family(Rcs UsdZone) "r Name T3ON T KNTOHT JR ? .X.ONART) sfTro!!1.n� rWr r ;�� Site Address , '12252 46TH AV S 98178 : -.., Jurisdiction TUKWILA ' '`R' Area Code 024 -002 Property Type Code 16 -17 - Block 5 Lot Legal Description ALLENTOWN ADD S 1/2 OF 16 & ALL 17 -18 Land Data Land SgFt 8,500 Use Exemption Acres 0.20 Environmental No Water WATER DISTRICT Topography No Sewer /Septic PRIVATE Traffic No _. Views Rainier No Sound Lk Wash No No Olympics No No Lk Samm ' No Cascades Territorial No Lk/Riv /Crk No Seattle No Other No Waterfront Location No Footage Access Rights 0' No Bank Tide/Shore No No Prox. Influence No ( Restricted No Poor Quality No . Building/Improvement Building Nbr 1 of I Living Units 1 f Yr Built/Renov 1934 Bedrooms 2 1 Grade 5 Fair Total Baths Condition Very Good Basement 0 AGLA 900 Finished Bsmt 0 Accessory Imps Y Covered Parking 0 Page 1 of 3 ZZ Q Z' W: 2; U O: to 0 W = Co LL W O LL Q = CY, LU Z �.. 1— O W 1—. Uj O (0 ! W W`. s -O U Cf), O ~ ' O King County I I -L THAN NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • M Indemnification and Hold Harmless and Permit i emporary In Nature Reference Number(s) of Related Document(s): D05 -085 / D05 -115 Grantor: Skyway Home Improvement, P.O. Box 4084, Renton, WA 98057 Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Along 46` Ave. South, located adjacent to 12252 & 12256 — 46`' Ave. South Abbreviated Work Description: Work within the City Right -of -Way, including driveway access, utilities, undergrounding of power, and storm drainage. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. Page 1 of 4 Z , ; Z, M w: 6D: JU UO U W= J F. S2 LL: W O J LL ?. N CY = w z� O . Z F-. W �p U O N, 'W W: H LL O. lil Z: O~ z � � 4 i 1 i I. DATED this day of , '41 V , 200,E GRANTOR: r� /1 /v S� y �'-�v ...T r l' 'Velnxn .SI a limited liability corporation By: Print Name: RGt��?1uv1 A)a Its: ()wOe? - r STATE OF WASHINGTON ) ss. COUNTY OF KING ) On this -Dr� day of , 200_ before me a Notary Public in and for the State of Washington, pers ally appeared to me known to be the Ch wnnrl of I a limited liability corporation that executed the Mregding instrument, and acknowledged it to be the free and voluntary act of said corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he /she was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. `\`\ I, 111111 /rrrr,/ M. B Q .' IAA TA R y PUS LIG z NOTARY PUBLIC, in and for the State of Washington, residing at VVAS\ Co 1. My commission expires: 1, lrk o a TtW 2 oT- 4 Z I -: w w J D UO w =' N (l•• . w� u. ¢ D. = f- w Z� F- O. Z F-. w j' U O N; o �� W w' �- O LLi Z U N O~ Z 4.t n , EXHIBIT A DEPIC TION OF WORK LOCATION(S) (. 1 � U4IE� - BACKFlLL -IN• 6' •LIFTS- CLEAN- COMPACTED FILL MATERIAL. 1 I co �II`�' MATCH ADJACENT GRADE SEED I� f ;W/ GRASS,MIX. s ( i•L 1 CLOT 1 � EXISTII� 1 r j `NEW ,4 0 6'0 P1vC � SEWER — E IS 1 60 ISTING .WATER__ _ NEW. 2' i, N I I ... 4 0. CM I CAP SERVICE I CONN CT ;i •rUNE` PROP. _ TO Nil "1 r.\ LINE CITY I I i t• UNION. I CUL RT I . ' NEIW Y4' f WINTER LINE. I �— ,..•:,� s'..r• `''�`� _ r , . EXIST' ATER v, WM i i ONNECT 3 CONNECTION PROP. UN co 00 Cs NEW B - -- ':; •:� ..!���;:.: ;';' i CONNCT i I`' I j SF TO —.. '��G� ~ TY cuLVEPT. 8 J l I Sri N 1,,D wvw :. I '` ;R r. .:,RE• %r.a:' +arc � - %i.l .. '• : u ,I n 5 5 I _Nt' I NEW 4'0 LIST Ti.�Es I II i js'0 Pve• , ,;•;� i ' S ER - I ► "TMEY (144 ASHBLOCK EXI : 6'0. �s TYP. — N, �n CON ECT C8 D IY - > ::.a�;' ;., -: • _ o (n in TO ' I PP . i `pOR�ROUfy� CU RT T cam do NE I a+ 5TxRr WINO CA .Er:ce'oN Irr° In, A, IL NEW WATER SERVICE CONNECTIOfp ( = !� I U NEW 1'0 WI I I I WMi I _ - - NEW' WATER — NEW :�' METER AS PER WATER EP 1 LI CRY OF LINE TUKWILA ' SS MH I If„ i i� ......_. REQUIREMENTS Page 4 of Z S F" *Z W . u� :3 00 N 0: W= U. W O, J LL < N �. �W Z F—, W G D U 0; O N` w H U; 0: w ZZ O Z !f �1 DATED this (2 day of 1 _, 2005. GRANTEE: CITY of TUKWILA By: _Z � Print Name: James Morrow Its: Public Works Director STATE OF WASHINGTON) I le-IN I )SS. COUNTY OF KING ) On this day, before personally appeared JIM MORROW to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. 01 C�DTgR�' 9N:: i PUB 0 2 WAS \ Name Alice, A • D estcy NOTARY PUBLIC, in and for the State of Washington, residing at R e � `b yi My commission expires: 6 — / 6 - 0 9 Page 3 of 4 ZZ S Z. J U. . UO Co o CO) = J � U_ W O; J LL < d , �_ 1-- O' Z 1—. U O N W w . O ui Z CO) Z s -r. p r 2 1906 August 19, 2005 Mark Travers 2315 East Pike Street Seattle, WA 98122 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #4 Development Permit Application Number D05 -085 Watanabe Residence —12252 — 46 Avenue S Dear Mr. Travers: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building, Planning, and Fire Departments have no comments. . Public Works Department: Jill Mosqueda, at 206 - 431 -2449, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have 1 enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through j the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D05 -085 NplanningUenda\D05.085 — correction Itr Kdoc bit Z ui u� D J U: UO U 0 uj J N L, W J LL < = 0 F- _ 1-0 Z F— W UJ UD O N` o F— W W. � U :U. F- -O LLI Z . Z 431 -3670 •Fax: 206- 431 -3665 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 r CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS i www.d.tukwila.wa.us Development Guidelines and Design and Construction Standards f Permit M D05 -085 j Project Name: Watanabe SFR 12252 46" Av. S Review M 4 Date: 08.19.2005 Reviewer: L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department (PW) has the following comments regarding your application for the above permit. Please contact me at 206.431.2449, if you have any questions. z z z J U U O, N 0 W= C0 LL W O, 5 u. Q; �d W W-M o z E- w w: o co) :o F- W Lu. _� 111 Z U CO) O , ~' z j Mark Travers Architect June 24th, 2005. Re: 1225246 th Ave S PERMIT #D05 -085 - Correction Notice #3 Dear M ": This letter is in response to your correction letter dated 06/13/05. We have updated our drawings and have noted the changes below. General 3. a) See note on sheet Al. 1; b) See note on sheet Al. 1; c) We are using splash block and washed rock instead so we don't need percolation test anymore. See sheet Al. 1; d) Ditch is enclosing in accordance with TMC 11.12.080; Signs and mailboxes relocation are shown on sheet Al and Al. 1 4. Paper work is provided as our conversation on June 23 rd . Please feel free to contact our office if you have any questions regarding this project. Sincerely, Andrea Losekann Mark Travers Architect RECEIVED CrrY OF TUKMLA J U L Z 8 2005 PERMIT CENTER CORRECTION LTR# 2061763.8496 P 2061328.3238 F Why Too Quo Building 2315 E. Pike Street tx Seattle, WA 98122 4 5 11 r J t 1 -.,iii •;�► rr� • 1908 June 13, 2005 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Mark Travers 2315 East Pike Street Seattle, WA 98122 RE: CORRECTION LETTER #3 Development Permit Application Number D05 -085 Watanabe Residence —12252 46` Avenue South Dear Mark: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building, Planning and Fire Departments have no comments. Public Works Department: Jill Mosqueda, at (206) 431 -2449, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications; and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Z I z, WW . J U' L) 0: CO C0 cn LL W O. LL j � = w 1- O Z 1-- w Do U w W H U' 0. .. Z w _', O Z � f] ( ) CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Permit M Project Name: Review M Date: Reviewer: www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards D05 -085 Watanabe SFR 12252 46" Av. S 3 06.13.2005 L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department (PW) has the following comments regarding your application for the above permit. Please contact me at 206.431.2449, if you have any questions. 1. PW issues a Type C permit as part of the building permit. For the Type C permit, PW collects a base application and plan review fee when the application is submitted. The fee pays for two reviews. Public Works charges for additional reviews. 2. The Public Works' Development Guidelines and Design and Construction Standards is available at www.ci.tukwila.wa.us 3. 'Please provide the following items, most of which were requested on 04.25.2005: a) Show the work required to enclose the ditch in 46 Av. S. Include the frontage along this lot and the new lot to the south (parcel 017900- 0976). This is required by TMC 11.12. Include materials, sizes, slopes, bedding, elevations, etc. Provide all information necessary for installation and for inspection. Show the paved connection from pavement in 46 °i AV. S to the paved driveway. Show the culvert, the radii, and the material. b) 66 cubic yards of soil placed in the driveway will raise the grade almost three feet. Provide a profile and a cross - section of the driveway from the garage to the pavement in the right -of -way showing how this will be accomplished. The driveway access at the property shall be 10' -20' wide. C) Provide a percolation test using the EPA Falling Head method, available in the Public Works standards and on the website at http: / /www.ci. tukwila .wa.us /pubwks /pnermit.htm The footing drains shown on the last submittal are not shown on this set of plans. Will there be footing drains? The footing drains and the downspout drains must be separate systems. Z `` W C JU UO Cl) U w= J � LL W O LL Q' CY LLJ z� 1- O. W U Cl) o f-. W ui _Z U CO z d) Show all work in the right -of -way, including enclosing the ditch (TMC 11.12.080), relocation of signs and mailboxes, 4. Provide the items required for work in the right -of -way per Bulletin A6 sent with Comment Letter #1 and available on the City's website htip: / /www.ci.tukwi la.wa.us /pubwks/ nermit.htm z � UJ u� D V O� CO 0 ' . W =- CO LL LL ?: F- _ Z �...; H- O Z W W; D o!. iO N1 to i-- W LLI! H V� , LL Z; U U) O F" ` Z 1 a T • 1 1 1 1 1 1908 �5 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director April 28, 2005 Mr. Mark Travers 2315 East Pike Street Seattle, WA 98122 RE: CORRECTION LETTER #2 Development Permit Application Number D05 -085 Watanabe Residence —12252 46 Avenue South Dear Mark: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building, Planning and Fire Departments have no comments. Public Works Department: Jill Mosqueda, at (206) 431 -2449, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, 1 1 Stefania Spencer Permit Technician encl xc: File No. D05 -085 sks Page 1 04/28/2005 1:23 PM T: \Links \Does \D05 - 085 \D05 -085 - Correction Letter #2.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, PVashin 98188 • Phone: 206.431 -3670 • Fax. 206 -431 -3665 Z Z �w D: 00 No J �' CO U. w 0 �, LLQ co C) Z Z �- LU U� O co, `o E-- w i6 0 . Z . W U CO 0. Z. \ CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards Permit M Project Name: Review M Date: Reviewer: Watanabe SFR 12252 46" Av. S 2 04.25.2005 L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department (PW) has the following comments regarding your application for the above permit. Please contact me at 206.431.2449, if you have any questions. 1. PW issues a Type C permit as part of the building permit. For the Type C permit, PW collects a base application and plan review fee when the application is submitted. The fee pays for two reviews. Public Works charges for additional reviews. 2. The Public Works' Development Guidelines and Design and Construction Standards is available at www.ci.tukwila.wa.us 3. Existing conditions at the site include two existing sewer stubs to the property line, an open ditch along part of the property, a power pole, mailboxes and speed limit sign in front of the proposed location for the house. 4. All plans sheets must be the same size. 5. Provide a site plan and sheet A1.1 that match, particularly the driveway slopes and the catch basin. I recommend that the site plan be put on sheet Al. 1, rather than on a separate sheet of paper that is a different size. 6. Please provide one site plan that shows: a) All existing items in the right -of -way. b) All work related to all utilities ( water, sewer, power, cable, gas), c) Underground power from the pole onto the site. Show it on the plans. d) The work required to enclose the ditch in 45 Av S. Include the frontage along this lot and the new lot to the south (parcel 017900- 0976). This is required by TMC 11.12. Include materials, sizes, slopes, bedding, elevations, etc. Provide all information necessary for installation and for inspection. Projects /D05 -085 watanabe sfr comm #2 1 Z Z. �w Q 2 JU U0 Cl) w= J f.. CO U- w U- M = a f- _ z� �o zM w �5 U� O N 0H W ..z w U =. O z � u e) Best Management Practices for roof downspouts and the access /driveway. Show what the driveway catch basin will connect to and show how it will connect. If you expect to infiltrate the roof downspouts, provide a percolation test using the EPA Falling Head method, available in the Public Works standards and on the website at http: / /www.ci.tukwila .wa.us /pubwks /pwpermit.htm f) Paved connection from pavement in 46 AV. S to the paved driveway. Show the culvert, the radii, and the material. g) Erosion prevention Best Management Practices, h) All work in the right -of -way, including enclosing the ditch JMC 11.12.080), relocation of signs and mailboxes, i) Existing and proposed elevations, j) Expected cut and fill volumes (in cubic yards). Zero is not acceptable. k) Amount of cut volume ( in cubic yards) that will go in the driveway. 1) Elevation difference due to expected fill. 7. Provide the items required for work in the right -of -way per Bulletin A6 sent with Comment Letter #1 and available on the City's website http: / /www.cl.tukwila.wa.us /pubwks /pwpermit.htm z Z: ug � .J U UO N 0 CO U., W O LL Q , c �. UJ Zo . o w XU LL 1- itl Z' UN H O ~_ Z r 0 . w 1 1 1 1 1 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 1908 Z March 30, 2005 ww . D JU UO Mr. Mark Travers CO) u ui 2315 East Pike Street = J Seattle, WA 98122 c� w RE: CORRECTION LETTER #1 Development Permit Application Number D05 -085 LL- Q Watanabe Residence —12252 46` Avenue South N d ��. w Dear Mark: Z F tr O This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. Z F— W All correction requests from each department must be addressed at the same time and reflected on your drawings. I ?' D 0, have enclosed comments from the Building and Public Works Departments. At this time, the Planning and Fire p N Departments have no comments. w w �U Building Department: Allen Johannessen, at (206) 433 -7163, if you have questions regarding the LL ~O attached memo. , , Z w U N Public Works Department: Jill Mosqueda, at (206) 431 -2449, if you have questions regarding the 0 H. attached memo. Z Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person: and will not be accepted through the snail or by a messegger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D05 -085 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 i Building Division Review Memo Date: March 18, 2005 Project Name: Watanabe Residence Permit #: D05 -085 Plan Revlew: Allen Johannessen, Plans Examiner A Building Division plan review has been conducted on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2406; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 1 The site plan is showing the slope of the driveway to be inconsistent with the site plan for the Water Sewer Lines (WSL), which also show a catch basin in the driveway. Provide a revised plan, which clarifies your intentions. Also on the same note the two drawings are inconsistent the site plan shows making provisions for fill to be used for the driveway where the other (WSL) site plans is showing the use of the catch basin. 2 The plan shows a tight line for the downspouts. Downspouts shall not tie in with ground water footing drains. 3 On the structural notes the listed bearing soils is for 2000 psf.. This exceeds the presumptive soil load - bearing value of the 1500 -psf. minimum requirements for a 2 -story house. 4 The plans show reference to foundation anchorage as 2" x2" x 3/16" washers. The new IRC 2003 R- 602.11.1 now require that the washers shall be W x 3" x 1/4" square washers. Should there be questions concerning the above requirements, contact the Building Division at 206.431 -3670. No further comments at this time. Z il ~ z w � VY JU UO CO UJ J � LL. W O I � Q. = Co CY �w z� �O z V UJ5 ON o � . w W. U LL F' —O Z Co o f' Z V CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Permit #: Project Name: Review #: Date: Reviewer: www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards D05 - 085 Watanabe SFR 12252 46` Av. S 1 03.25.2005 L. 3111 Mosqueda, P.E. The City Of Tukwila Public Works Department (PW) has the following comments regarding your application for the above permit. Please contact me at 206.431.2449, if you have any questions. 1. PW issues a Type C permit as part of the building permit. For the Type C permit, PW collects a base application and plan review fee when the application is submitted. The fee pays for two reviews. Public Works charges for additional reviews. 2. The Public Works' Development Guidelines and Design and Construction Standards is available at www.ci.tukwila.wa.us 3. Existing conditions at the site include two existing sewer stubs to the property line, an open ditch along part of the property, a power pole, mailboxes and speed limit sign in front of the proposed location for the house. 4. All plans sheets must be the same size. 5. You provided two site plans, Sheet Al Site Plan and a second site plan showing water and sewer lines. These site plans conflict. Please provide one site plan that shows: ■ All existing items in the right -of -way. ■ All work related to utilities ( water, sewer, power, cable, gas), ■ Underground power from the pole onto the site, ■ Best Management Practices for roof downspouts and the access /driveway, ■ Paved connection from pavement in 46` AV. S to the paved driveway, ■ Erosion prevention Best Management Practices, ■ All work in the right -of -way, including enclosing the ditch (TMC 11.12.080), relocation of signs and mailboxes, ■ Existing and proposed elevations, ■ Cut and fill volumes. 6. For work in the right -of -way, refer to Bulletin A6 and provide the items that are checked. Z Z' �= U LY O: CO D w= J � LL W o� LL ¢. id �w Z �.. 1-0 Z F--. 5.: �o o o � w iu. L L ..z w U CO) 0 W PLAN REVIEW /RBUTING SLIP ACTIVITY NUMBER D05 -085 DATE: 8 -30 -05 PR03ECT NAME WATANABE RESIDENCE SITE ADDRESS 12252 46 " S Original Plan Submittal X Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS Building Division ❑ blic Fire Prevention ❑ Structural ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete d Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Planning Division ❑ Permit Coordinator► DUE DATE: 9-1-05 Not Applicable ❑ TUES /THURS 7TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 9 Approved ❑ Approved with Conditions g Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: DATE: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sllp.doc 2.28.02 s z �w Q � 2 JU UO 00 ow J = F" C0 U. w 0 La LD F-_ z�_ w o w U� 0 0 F- w w. U U- 0 ..z w CO 0 Z PLAN REVIS /ROUTING SLIP ACTIVITY NUMBER D05 -085 DATE: 7 -28 -05 PROJECT NAME WATANABE RESIDENCE SITE ADDRESS 12252 46 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter #'-*— Revision # After Permit Issued DEPARTMENTS Building Division ❑ Fire Prevention ❑ Public Works Structural ❑ tA UA DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete I Incomplete ❑ Comments: Planning Division ❑ Permit Coordinator DUE DATE: 8 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 8 - 05 Approved ❑ Approved with Conditions❑ Not Approved (attach comments) ;/ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only //�� CORRECTION LETTER MAILED: `t—a.5- Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW [ Staff Initials: Documents /routing sllp.doc 2 -28.02 zz F z �w UO (D o J :C 12 LL w° �d =w z W O U� O� off W W. LL o w z U= O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 3 ACTIVITY NUMBER: D05 -085 DATE: 05 -26 -05 PROJECT NAME: WATANABE RESIDENCE — LOT 17 SITE ADDRESS: 1225246 TH AVENUE SOUTH Original Plan Submittal _Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # after /before permit is issued DEPARTMENTS Building Division ❑ Fire Prevention ❑ Planning Division ❑ Public Works�2m dry, B� � Structural El Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 05 -31 -05 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS 7 TING: Please Route Review Required REVIEWER'S INITIALS: 1 APPROVALS OR CORRECTIONS DUE DATE: - 06-28 -05 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: _ DATE: Permit Center Use Only CORRECTION LETTER MAILED: x-1-6 —dam Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑Departments issued corrections: Bldg Fire ❑ Ping ❑ PW Initials: PERMIT COORD COPY DocumenWrouting sllp.doc 2.28.02 ❑ No further Review Required DATE: z Z JU 0 CO J H LD O w� J. LL ?: cl) a ZO w U O - 0 Ww I O ui z CO) O Z r'�PERMIT COORD COPY --� PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -085 DATE: 04 -08 -05 PROJECT NAME: WATANABE RESIDENCE SITE ADDRESS: 1225246 TH AVENUE SOUTH Original Plan Submittal _Response to Incomplete Letter # X Response to Correction Letter # 1 Revision #_after /before permit is issued I DEPART ryW c Bui din Division Public Works, „ Fire Prevention ❑ tructural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete I Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS 7sntiructural NG: Please Route Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS DUE DATE: 05 -10 -05 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: ' T - ag 1 Q. 1 s r Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: PERMIT COORD COP Documents/routing slip,doc 2 -28.02 Planning Division ❑ Permit Coordinator DUE DATE: 04 - - 05 Not Applicable ❑ z �w QQ JU UQ J = H S2 LL w LL co T o z� �- o z�_ LU w U co � F- w w . U_ O .. z CO O z i� PLAN' G SLIP ACTIVITY NUMBER D05 -085 PROJECT NAME WATANABE RESIDENCE SITE ADDRESS: 12252 46 AV S X Original Plan Submittal Response to Correction Letter #, DATE 3 -14 -05 Response to Incomplete Letter # Revision # After Permit Issued Building Division Public Works. M _ W 501 1-019 Fire Prevention Structural ❑ hA AT Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 3-1 7-05 Complete d 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 ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: L APPROVALS OR CORRECTIONS DUE DATE: 4 -14 -05 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 3-30- Departments issued corrections: Bldg Fire ❑ Ping ❑ PW Staff Initials: Z Documents/routina slimdoc A —T Lyn ? -28.02 Z z �w L) 0 Na J 52 LL w O U. = d . z �. t- O w ~ w � :X U O N: D 1-- wW u. O ..z W CO U— I= � O z 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http:J /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director " VIM SUBMITTAL t: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: y ' d ' 6 5� Plan Check/Permit Number ^ O C9 S� ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: V3 rJAV, Ke__. Project Address: 1 -g'Z 4- -(�� S • Contact Person: Phone Number: 2 0 Summary of Revision: itO'1�_ Z Z �W �U U U D J X CO N U. W O �Q !2d = W HO Z F- W U� O Cl) o F - , w U.1 ~ H U. ui U= Z CITY OF TUKWItA AUG 3 0 2005 P ERMIT CENTER Sheet Number(s): Al 14 1. 1 71.5 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ,Entered in Permits Plus on (9 h) pp ications orms -app ications on Ime\revision submittal Created: 8 -13 -2004 Revised: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http :11www.ci.tukwi1a.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: � Plan Check/Permit Number: Response to Incomplete Letter # Response to Correction Letter # 2 Wm ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: c o Project Address: Contact Person: Phone Number: 20(o - 7 C0 (p Summary of Revision: It Y TV^LA/J L_ PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 14 Entered in Permits Plus on I "a -v < S Z UJ JU UO U U: W = J F— N LL WO °A LL a �d =w z: F— O Z F- W � p U O� .0 F— WW F-� LL O. .. Z. W U =. O F- Z pp ications orms -app ications on Imelrevision submittal Created: 8 -13 -2004 Revised: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director S a i VLSION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: � 6(o� _ Plan Check/Permit Number: y °55- 013 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # V ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Vln�l} Project Address: �5 z S Contact Person: - T'?-k CAE''S Phone Number: Summary of Revision: IVU- MO&& -c•E -`} Cort-r- OF NNAi P0,12 (A CITY OF T1JKMEA MAY 2 6 2005 P ERR 1 CENTER ER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: V� in Permits Plus app ications orms -app ications on ine evision submittal Created: 8 -13 -2004 Revised: Z iF Z QQ WD JU U O: 0 w z U) u„. w LL 4. a =w zF- Z O. w �5 D O N LU o H T. - U. H � 1L O Z U N O ~. Z. X 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director r 4 l t r VISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 041 - t Plan Check/Permit Number: p - Ob r.. ❑ Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: �Z Z S 2 46 S L — 7'(- Contact Person: Phone Number: f3�t5'6 Summary of Revision: tv Cam(' �'cl� UK:> . s W'A l� 0 ti `f ( Cd�y o� 1� Tc-Ar-- Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: _�f�K2 I Entered in Permits Plus on pp ications orms- applications on lineVevision submittal Created: 8 -13 -2004 Revised: Z �Z '~ W 2, D U CO 0 C O) J H, CO LL WO 9 LLQ to d F- W Z H- ZO W Do U O� O F-- W �U LL Z UN Z �`: • Department of Natural Resources and Parks Residential Sewer Use Certification Wastewater Treatment Ki ng County Division (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name J, WIWI -- (Last, First, Middle Initial) Property Tax I.D. Number r 1Gl c oo Subdivision Name - -6UAA UWIN Subdiv. # Lot # � Block # Building Name (if applicable) Property Street Address 2.2� 2. 1�1�'c.� S City, State, Zip mq Owner's Mail 1 S (If different from I O above) Owner's Phone Number ( ? - O(O ) 'L? -C.P ' G1'7 j Property Contact Phone Number ( _� 6 S Party to be Billed 30mk l*" f fZ-- (if different from owner) Party's Mailing Address S:. l (o f - 1 /�S' City or Sewer District `"wr.W Date of Connection Side Sewer Permit # Demolition of pre- existing building? ��No Type of building demolished? Sewer disconnect date? Please check appropriate box: Single- family /1 5 ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) For King County use: Account # Monthly Rate Six Month Due " -T r, J , Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I under and that the capacity charge levied will be based on this information and any deviation will require resub issio ted* d for determination of a revised capacity charge. Signature of Owner /Representative Date • 1 ' C 5� Print Name of Owner /Representative to M� `T Z V +Lcn, 1057 (Rev. 7i02) White - King County Yellow - Local Sewer Agency Pink - Sewer Customer RECEIVED CITY OF TUKWILA MAN 1 6 2005 PERMIT CENTER z Z �W UO 0 CO LLJ 0 L w J U. CO) a =W H Z I.- 11-- O W ii- W U co a I— W w. LLi Z CO) O E- z Look Up a Contractor, Electric -ian or Plumber License Detail 'i, U Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License SKYWAH10020J Licensee Name SKYWAY HOME IMPROVEMENT INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602062377 Ind. Ins. Account Id Business Type CORPORATION Address l PO BOX 4084 Address 2 Cancel City RENTON County KING State WA Zip 98057 Phone 2067721886 Status ACTIVE Specialty l GENERAL Specialty 2 UNUSED Effective Date 9/11/2000 Expiration Date 9/18/2007 Suspend Date Separation Date Parent Company Until Previous License ALLSEHI053K2 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date NG, RAYMOND 01/01/1980 Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date AMERICAN STATES INS Until #3 CO 6310625 10/05/2004 Cancelled $12,000.00 10/08/2004 WESTERN Until Page 1 of 2 https :Hfortress.wa.gov /lni/bbip /printer.aspx ?License= SKYWAHI0020J 11/03/2005 Z H W O � J U 0 N j3: W= N LL, W O tL i a . W Z � 1- O Z H � a' O N, D F- WW H V LL O .. Z CO) O F- Z Abbr eviations 1 S/A SUPPIY AIR , 2003 IFC 5 STRUCTURAL ABOVE FINISH FLOOR A.F. F. Sw SHEAR WALL A.B ANCHOR BOLT _ TEMP _ TEMPERED GLASS - ABV ABOVE T &G TONGUE & GROOVE - ADD'N ADDITION T.O.S. TOP OF SLAB ADD'L - ADDITIONAL T.O.P. _ TOP OF PLATE - AVG AVERAGE - T.o.w . . TOP OF WALL BLW BELOW TYP - - - - -- - - - - - - -- TYPICAL BM5 -. BEAMS VERT VERTICAL BM BEAM - - -- - -' - -- - -- - - -- -- - -- - - -_ - - -- -_ V.T.O. -- - - -_ -- - - - VENT TO OUTSIDE - -- BOT BOTTOM V. B - VAPOR BARRIER - -- B.S. B. L. BUILDING SETBACK LINE V.G. VENEER GRADE CB CATCH BASIN _ V.0 T. _ VINYL COMP. TILE -- _- CONC _ _ CONCRETE _ __ -- _ w/D _ _ WASHER / DRYER CONTIN _ - CONTINUOUS W.F. _ WIDE FLANGE BEAM - COMP _ _ COMPOSITE W.W.F. WELDED WIRE FABRIC CAB - - CABINET - - - W/ WITH CLG- - -- --- -- -- - CEILING _ - - -- - -- - - - - CLR - - --- -- - - - -- CLEAR - -- __ - - -- -_ _ __ -- - -- - --- __. --__ COL - COLUMN _ C.J. _ - - -- CONTROL JOINT - --�•- t CPT CARPET CER CERAMIC CONTR - CONTRACTOR D.O. - - DUPLICATE OTHER -- - -- -- __- - - -- - -- - -- DISP DISPOSAL DN - -- - - -- -- DOWN - - -- --- - ----- -- - - - -- -- - D.F. - DRINKING FOUNTAIN DS _ D - ~ _ NS POUT DOW NS _ _ _ _ - Symbols DI H S S ER SECTION EA - -- - -- EACH - - - -- - - -- - -- - ELEV - ELEVATION ----�- � ----- - --- x � -- _ -__ WALL SECTION EQ EQUAL EQUIP EQUIPMENT- _ - - ' DETAIL _ EQUIV ^- EQUIVALENT - -- -- - - - -- -- _.___ - ____ -- POINT ELEVATION EXIST EXISTING �o EXT _ _ EXTERIOR - _ v - - �� EXISTING CONTOUR - - - FDN —_ - -- FOUNDATION �� _ _ __ TO BE REMOVED _ F.D. - , - _ - -- FLOOR DRAIN _ Y , - = '�, EXISTING CONTOUR TO BE REMAIN F.E. FIRE EXTINGUISHER -- NEW CONTOUR FTG FOOTING - -- - -- - DOOR (EXISTING) FURN FURNACE F.F.E. _ _ FINISH FLOOR ELEV Q _ DOOR (NEW) F.F. �- FINISH FLOOR - - -� - -- - -- - x -- - - WINDOW (EXISTING) F.P. FIREPLACE FIN _ FINAL --- -- -- -- Ox WINDOW (NEW) - -- F.O.S. FACE OF STUD - - --- - -- - -- - -- - -- F.O.w. _ FACE OF WALL SWx SHEAR WALL PER SCHED SMOKE DETECTOR GA _- GAGE SD GALV _ GALVANIZED Mx MECH. FIXTURE G.I. _ GALV_ IRON - PER SCHED. GR _ GRADE E ELECT. FIXTURE ^ - GLB _ _ GLU LAM BEAM - - - -- - -- PER SCHED. GWB GYPSUM WALLBOARD Iii CB CATCH BASIN GYP GYPSUM SOLID BLOCKING HDWD -Y- HARDWOOD - - - TO FOUND. BELOW - - _ Px PLUMBING FIXTURE HORIZ HORIZONTAL PER SCHED. H.w. _ HOT WATER -_ -- — MAT04 LW MA LINE INSUL INSULATION -- - - - - - - -- -` LONGIT -- LONGITUDINAL -- -- 5-7) CFM EXHAUST FAN - - -- - - --- MAX MAXIMUM EXIT EXIT SIGN - -- MIN -- - MINIMUM - -® - - - - - - -- — _ Mk►tiUF MANUFACTURER - - - - - *F. D. FLOOR DRAIN Mt'Cr1 -- MECHAN. -CAL - -- — = FIRE EXT. - - -- -- M. H. MAN HOLE _ _ —_- - - -' - -' -- --- — - -- - -- - Q TEC - T EE LAN CEI'ti _F. - - -- - - - -- - - - ___ - P :'1 A _� , - - - - - -- - - - -- - - -- - - -- - -- -- � � `• �� _ — _ mot — - -- -- - — - - - -- - — - — ---- - - - - -- sew - v V v � - RE 162 RE;a• �' - -- -- - -_ -_ - -- - _ NOTE: REFERENCE DATUM ELEVATIONS ARE ASSUMED ' 1 ' IRC 2003 IFC 5 UPC 1 I compacted backffii r� Cr O • • ! I . perforated pipe OW 1 ORNEWAY r -i s ;, -< :' �: � • washed rack Z 3C _ v f t ....� - -- 24 - --�•- t . Mont Yard Suck W -- roof �- / drain PLAN VIEW - -- 4' rigid or ti' flexibie NTS / perf orated pi t � 1 intilti at�Un ti Rnc:h pu wlc,016d i<< PLAN VIEW roof d ra in NTS overflow 4 or b" flexible splash block ' perforated pipe , i , 6 .. ' `t t w ashed rock r 5.0 �n(n fine mesh screen, `-- CB sump wisolid +d i --1 rni n -- __--varies _._— __ _ A fitter fa b ric - SECTION A__ NTS Pprfnrn inn Tinhtiina rnnnaf+nn Scale: NTS .. • . •. .�• w• • • • . ._ • • •ill - ' 11 / • •. _ so PROJECT: SINGLE FAMILY RESIDENCE 12252 46TH AVE S TUKWILA, WA OWNER: JAMES WATANABE 5916 18TH AVE S SEATTLE, WA 98108 (206) 226 3193 CONTACT: JAMES WATANABE ARCHITECT /AGENT: MARK. TRAVERS ARCHITECT 2315 E PIKE ST SEATTLE, WA 98122 (206) 763 -8496 CONTACT: MARK TRAVERS SCOPE OF WORK: NEW CONSTRUCTION OF SFR W/ (2) CAR ATTACHED GARAGE CONSTRUCTION TYPE: V -B ZONE: LDR OCCUPANCY: R -3, U -1 TYPE OF HEAT: GAS HEATING APPLICABLE CODES: 2003 1 2003 IRC 2003 IFC 5 UPC 2003 WSEC compacted backffii �-- b" d" rigid or 6" flexible perforated pipe 1 ;, -< :' �: � • washed rack t ....� - -- 24 - --�•- SECTION A__ NTS Pprfnrn inn Tinhtiina rnnnaf+nn Scale: NTS .. • . •. .�• w• • • • . ._ • • •ill - ' 11 / • •. _ so PROJECT: SINGLE FAMILY RESIDENCE 12252 46TH AVE S TUKWILA, WA OWNER: JAMES WATANABE 5916 18TH AVE S SEATTLE, WA 98108 (206) 226 3193 CONTACT: JAMES WATANABE ARCHITECT /AGENT: MARK. TRAVERS ARCHITECT 2315 E PIKE ST SEATTLE, WA 98122 (206) 763 -8496 CONTACT: MARK TRAVERS SCOPE OF WORK: NEW CONSTRUCTION OF SFR W/ (2) CAR ATTACHED GARAGE CONSTRUCTION TYPE: V -B ZONE: LDR OCCUPANCY: R -3, U -1 TYPE OF HEAT: GAS HEATING APPLICABLE CODES: 2003 IBC 2003 IRC 2003 IFC 2003 UPC 2003 WSEC Project Information TAX ID #: 017900 0975 LEGAL DESCRIPTION. THE SOUTH ONE HALF OF LOT 16 AND ALL OF LOT 17, BLOCK 5, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, CITY OF TUKWILA, IN KING COUNTY, WASHINGTON. Legal Description BUILDING FOOTPRINT AREA: LOT AREA- LOT COVERAGE. 1,500 SF 4,500 SF 33.33% < 35% 1,500 < 2,275 SF AS PER 18.10.057 TMC Project Calculations ED 1rOR REV���Q�,pNC� SEPARATE S 122TH ST RIEQUM � If Ekcb Tula i� Pkirr�bhg C ©r,� Gas Piping t Of TukwIq 13LMDD G DMSMN cn V) ; > M ao; l +115-2 -� I +114.75 .41.• < EXIST_ GR. �' . o. � � EXIST. /FIN. I N 8901724 O W PROP. LINE 100.00' QpaL j + - EDGE OF FIN G*R \, \FIRE E 5' B.S.B.L AS PHALT + _ i o - - - - --- '`_ -------------- - - - - -- �` i o C0NC ' + 4 "/'Lj\ � R � ,; ` •� �- t -�' .. . - - - � - _- ..... - - _ . -. .- � _ 12" O.H. � j 2 --0 W UP _ _ _ & ' Z - - _ _ • _ r - _ ;' • _ ' , - .. _ I rUTTER, TYP. REAR SETBA X-C 25 0 I FRONT SETBAC ''T - - -� - - - -- - - _ _l I - - -o - 8 -o R.0 T a- 1 •. -p' o w XIS : NG r CAR mETE R - / L1 r r NE DIY O — - \ '� N _ vz .... ,r,,.. _ _ - N _� f" + 5 - •o O , so J R • i •� ' 1 �• • 1 '�' 1 �i. C UR B CUT 11 ST I _ I+ - ,`..,..► .:- -ri. _ _ ..: �..�.._: ;� 1 a. _ : : ff.E. AZ #? `R CITY 7 , -E_ CV � . • t -�- �' - 1 . _ -.. � - Y•:- • r r o 4' - t,� 'x �' -U 5' 8 -S 3 L N y o N 8901724" W PROP. uNE 100.00 r - - E X ; - - vF!N Q V)0 ST i F N. gC; r ES SUM T AW TO BE DEMOUSH j AS • Ei • #0 - 389 - r Sft PIS see -110 -err REVMOM Kc ch or. roe!: - :1 bo made Co th _ cps Cr;MW.j of a nc p:in submttal an:� •�Y is �c:�.•c:2 addllorW plan review fees, These pinns have been revim•ed by the T'uhlic tiC a rks Department for conformance with ciirrc ?jt Gilt standards. Acceptance is subject to errnrs and omis sions which do not auth orin violations nf adnpied gtandards or ordinances. The mpnntihilit�• for the adequacy of the design rests totally with t;ic dc Additions, deletions or revisions to thcoqe dra wings after this date trill void this acceptance and will require a tesubrnittal of revised drawings nr subsequent apprmL Final acceptance is subject to field impect;nn tl:e Public Forks utilities in ,By: �ldin� J.tt �, • .. Q i d N S 124TH ST S 1 25TH ST Vicindv Plan j a c cvw cY Cw PEifW CBiM a imp of Record Mark Travers a Arch M Tak 206.753d�6 -s- Fac 2315 Ease Ple pert . WA X122 r 0 J o CO s 1 'O Co U N �C w L N N set IG>laclpa� MIT - - - -y �. �►. Sri"►. tt. _ . �. MD81�i A j S 7E - ,.1•h. F;R':�;Ei . T DATA A - To wa ; cK Al*C SEWER LINE h'�/ -STOPWA L.ONTROX PLAN k FLJtDR PUNS EA;k NK SFCTk t'S. DETAILS A4 FR� PLANS L� l R1 "Was Al 0 1 SE C ONTRO L �-- METAL f ENCi POSTS STANDARD PRACTICES E3.10 PRESERVING VEGETATION FILTER FENCE _ FILTER FABRIC MATERIAL 60' MADE NUS USE STAPLES OR MARE RINGS TO 1 ATTACH FABRIC TO MARE MIRAFI 70OX OR • PRE- APPROVED EQUAL r+ ... ... - 2' X 2' X 1490 MARE FABRIC OR EQUIV (OPTIONAL -PER SITE COPO O I 1_ t BURY BOTTOM OF FILTER MATERIAL IN S' X 12' TRENCH I 6' -0' - MAX" — T FILTER FABRIC MATERIAL -- 0 1 NOTE: ANGLE SILT FINCE BACK LIP THE c I SLOPE AT THE ENO OF RUN "' BACKFILL MATH NATIVE SOIL MATERIAL " OR GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FENCE FABRIC ON THE SURFACE REASON: T IS ,�►S DDURRIING�CO TTION O SE VEL T' F SHUT OWS�S FROM — SYMBOL: - CONSTRUCTION ACCESS E2.10 vop Co �— LENGTH PER THE DPD SITE DEVELOPMENT INSPECTOR -i/ \` 25' MIN. :WN N .��. - =: N p 4'-8' QUARRY SPALLS P ROVID E GEO-TEXTILE FABRIC W GRESS/lEGR ESS AREA THI CKNESS STABILIZED ACCESS SHALL BE USED IN ALL AREAS OF THE SITE 1MTH VEHICLE TRAFFIC AND PARKING, 06MUDNG PLANTING STRIPS. OTHER MEANS OF PROVIDING STABILIZED ACCESS MICE BE CONSIDERED. R A C O N . TO REDUCE THE AMOUNT OF 1WD. DIRT. ROCKS. ETC. TRANSPORTED ONTO L J PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. SYMBOL: _ - -- _ COVER MATTING /ROLLED EROSION CONTROL PRODUCTS E1.15 ON SHALLOW SLOPES, STRIPS OF NETTING MAY BE APPLIED ACROSS THE SLOPE SHALLOW SLOPE JUTE MATTING OR OTHER SK OEGRADA13 E MATERIAL ON STEEP SLOPES. APPLY STRIPS OF 7im�k M #ERE THERE IS A BERM AT 7W TOP OF THE SLOPE. BRING THE NETTING OVER THE BOW AND ANCHOR IT 8000 THE BERM STEEP SLOPE ( >3:1) R T � a" s T° E'P4�1D "A TH f ,aD OF SYMBOL: - � - - PLASTIC COVERING NOTES: I. INSTALL EROSION CONTROL (SILT FENCE, STRAW BALE..) DURING SITE CLEANING PRIOR TO START GRADING. 2. INSTALL CATCH BASIN PROTECTION IN THE DOWNSTREAM CATCH BASIN IN THE STREET. 3. COVER ALL STCKPILED SOIL AND CUT SLOPES WITH CLEAR PLASTIC AT CLOSE OF WORK EVERY DAY. 4. COVER ALL DISTURBED SOIL WITH 4 " - 6 " OF MULCH ASAP AFTER BACKFILL IS COMPLETE. t ' LOT 16 _ N 89011T24" W PROP. LINE 100.00' J "�' - •' �Y s Dmu L 1, .17 ' ww��ww��ww���w��ww�ww��ww�w�w• �/ �wi��• rw��ww� .�_w•�.�r�w�-`tw�wi������.w� I - % F .' ` _7 I 10 > ~ = + _ - • I - PROPOSED SFR WITH (2) _ I W CAR GARAGE QD CI ck. >c 1 •� �•• w� w ww�� ww �� w w�\i, w �.�i w _�� w w w ���� r w �ww ��w w�\� w w w •Iwli� w ��w w.r�w w No N 89011 r24" W PROP. UNE 100.00' Stormwater Control Plan 'STOCKPLES E 1.20 ,�- ANCHOR 1193G HI UlH ST.AKES --STRAW WATRE 110' MAX ,SOL SUM - -S7UW BALES CWfY RL"OFF TC APPFcr,74D LOCAWA CUT SLOPES BUR Y 9CE —IMG IN 4 w 1 b w IRDAI A AM 1 •)Ft VEGH?S Ulf S*N MOWN OF I! - AMBAJ. CRON TOF ZT SLOWL 6AO� 0114 WA94M R= 10 MAX G7sI Rt110I TO ice.. % - l .- - APPROI LOCAUa+ PQOWDE E>IEIIIII: + DrSWAMOw AT TOE tID► WEEX, �,a 44 a s rru - Mir 1111110I 3F 9: CF SLOPE E^>>2 1r rrSrC Qaa , - — - -'': IIIIIIII_ Taf•.GIIR` iIQCy)► 0 6c'F -NA6 37PES AnC — " -'`- :•.S AfiE+l� Tom+ :wa BE ': f� r►iJwt: s SCale: 1 "= •1 0 ' -J ' NORTH NOTE: ' BACKFILL IN 6" LIFTS CLEAN I COMPACTED FILL MATERIAL. ; i MATCH ADJACENT GRADE. SEED W/ GRASS MIX. -- _ III � i u� I � z •.: > I r - > . o ; N T s i ,J ilk WASHED N , _ - -.: ROCK 6 i W - _ •, :.,. - - - -'- DEEP TYP. co N 890117`24" W PROP. LINE 100.00' ! ` 9 w w f rww.w.iww �, +i— 4no DS t - MIN. - 1 EXIST _ 6 "o C - 0 4 -- - -_ —_ =:9 _____ -4 "� PERF. � PVC � - ..- s qw +1, 6 PVC FOOTING DRAIN EXIST - . > 6 CLEAN - OUT - 6X6 x3 INFIL. ,� ,. =1 �. , ;.•- --,r - rE - - - - - -- -- - - - - - - - -- - - - - -- - - - I ` - ,% PIT.. PROVIDE POSITNc - 7 Nvt�N 1 p NEW 4 0 SS ! • - + "DRAINAGE FROM FTC_ — - - -- - 0 cm i a. ; «$ _I. O / A �; DRAIN TIGHT LIr.E TO Cl;L VrRT - -+- CL ! - i FROPOSED SFR WITH 2 I • FOUNDAT LINES CONN CT # t 6 P>. C i CAR GARAGE j « Z E IS I _ 1 - -- b.. 's GARAGE F.F. ELEV. JCL q�RT — - , t A� *w � -9 ' - -CGN11Ei,T ® * ; _ _ 1 c: • - - - I O V#A- Ez LIN . �'�` ►F LIN T AT a.. :,� �, T - -E�E'� 7 f -< AL. ' a ui .1• LOT 17 «_ loc 0c. 4"1 DS . V lw, w�w iww�l ►wwww�a -.i w�.w_iw.w.w•w\rri �.� 17W W PROP. UNE 100.00' um pm ! NO E NO DISTurDANCE @ R_O_W PROJECT: SINGLE FAMILY RESIDENCE 12252 46th AV S (LOT 17) TUKWILA, WA APPLICANT: MARK TRAVERS ARCHITECTS 2315 E PIKE ST SEATTLE, WA 98122 (206) 763 -8496 CONTACT: MARK TRAVERS TAX ID #: 017900 0975 LEGAL DESCRIPTION: THE SOUTH ONE HALF OF LOT 16 AND ALL OF LOT 17, BLOCK 5, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, CITY OF TUKWILA, IN KING COUNTY, WASHINGTON. GRADING CALC S: TOTAL CUT: ( 0 c TOTAL FILL: cy NET CHANGE: 0 c NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR HAULING THE AMOUNT OF FOUNDATION CUT (EXPORT 66.3 CY). 2. ALL GRADES SHOWN ARE EXISTING /FINAL UNLESS OTHERWISE NOTED S - 1 22_TH ST r l t 11..E C"CWTUKWXA PEraAlT CEMTEP I 1 z v' cr` G Q e � i -S I ` 4TH S - !- S j2STti ST scow- 1'!I!_w NErnNC PARALLEL To Try DIIE OH' BERM THE FLOW AM ANCHOR SECURELY El .25 TREE FENCING SHALL BE A MINIMUM Of 4' NIGH I W�' ORANGE POLYETHYLENE \ 1- DW UK LAMINAR SAfETI NETTING \ �.• -..1 V POSTS SETTING TO 2' IN PROTECTIVE FENCING GROUND MADE OF DURABLE DURING CONSTRUCTION METAL *r OR EQUIVALENT - ._... -.. -. . ...... ........••_•__- .............._ ..--- - - - --- ■aaaaaara� , �aaaaaaaaaaaaaaaaaa�aaaaaaaaa ■a■saaa, ■raa■arrr■ rrraaaaaa• . aaaaaaaaaaaaaararraaaaaraaaaaaaaaaa maaaaaaaaa raraaraara �aaaaaaaaa ■a■a■raraar■raraaaaaaaaaaat �aaa�arara aaaaa■aaar0 '' aa■■ ■■■■■■■■a■a■aa■■■■■a■■■■■■ •■ ■ ■r M s •►, I 11 a � / /f �r.�i�� /� 1 „"'���"^ ' •1 'i II '' Is ►' i MULCH t MAY BE A DDED FOR -.. P ROTECTI ON WTHIN FE OUT S I DE OF PRO TECTIVE PR07ECTE ROO ZONE VATHIN THE AREA. PROTECT ROOTS 2-INCHES CANOPY DRIP UNE-ACTUAL FEEDER OR LARGER IN DIAIIII BY USING ROCITS EXTEND WELL BEYOND DRIP HAN EXCAVATION TED"QUES. LINE Z O N E - VEGETATI OUTSI BY SEGREGATING IT VATH HI C ONSTRUCTIO N REAS O N - . TOKDum EROSION y ! 1 7'i 7' SYM stump of Ra=d x: ?Mark Travers Ardileck AIA Tok 2W7834M - Fuc 2315 End Pule &ek - Ssdl*. WA X122 0 � o r� c J V = > w cc � U 0) 04 Y LI c N N r � Dam .VIAL MTT Dale: 06(25105 S��iel f Rery�io�t V ' ' Plan rrol� • i Y" EXT. PLYWD. ON (1) SIDE AT 2ND FLOOR ONLY Ae CONTIN. BEAM ON RIM JOIST --� SECOND FLOOR (2) MST48 ®2ND FLOOR (ONE PER PANEL END TYP.) CONTIN. BEAM ON RIM JOIST-- EXT. PLYWD. BOTH SIDES 8d NAILS ® g 1 ST FLOOR 3" O.C. STHD14 ® SLAB ON GRADE, STHD 1 4R @ - CRAWLSPACE. INSTALL AS PER (3) 2X PLATES MANUFACTURER'S NAIL SHEATHING TO INSTR. AT EACH END EACH OF PANEL. END DIST. Y 2 " . (3) %" 0 A. 13. 7" EMBED i 1 FIRST FLOOR I IV L_-1 Alternate Braced Wall Panel Isometric 2 Scale: 1/4 " =1'-0" 2' -8" MIN. L )� EXT. PLYWD. ON (1) SIDE AT 2ND FLOOR ONLY V SECOND FLOOR - j (2) MST48 0 2ND FLOOR (ONE PER PANEL END TYP.) CONTIN. EEAM ON RIM ' JOIST a f' & l4k ` 0 Ems. a J -- EXT R YWID. BOTH SIDES 0 1 ST P ( � STH D 14 a S-AE ON _1 CF.AWLSP4. �F I��rai T�PE��S IN` - R_ A' Ek �- END =�. CC FkhEL_ c` . - fAST k, 3 , 2 . I 1 .�AllerrlB�B 8re0ed Wei Perm ' Sari IM'*r ow - ._... —. E� y s t -� - 0 i -� r E''- i — t up 1 L � 0 i 00 w ' a o� ►vii r I 1 4' -0" 5' -0" I 1 i O. Lo � I I I ; _ o CD u° Lo -�- I I I 1 I i + o � 1 0L 1 o � 1 ' - 6 I • � C I > c - -- First Floor Pin - L%IW 1'M SF GARAGE 42s SF 49 i I I { i B ML A3 i 0 l 0 0 (2) TREADS @ 12" & (3) RISERS 0 7" 4 i 4 ' -0" 5 -0' -- ! 1 s i -0 ,. I A ! s 1 � i t � 1 � 0 j (2; TREAZS 0 7;' & (3) RrSER'S 0 7' — -- 4 _ 1 0' -0" • taxtria tom'. TYA : t l I i 0 i i /A� i A3 I f t I ;,n I 3 ,�► 3 _o� `� 4' -0' EJ �' " I r i s - t 1 -0• r or or VOLAN p1 QECX 10,2 SF II NOTES: 1. ALL EXTERIOR DOORS (OPAQUE) TO BE 0.20 Uo MIN. W/ DEADBOLT W/ MIN. 1/2 THROW 2. ALL SMOKE DETECTORS TO BE 110V INTERCONNECTED W/ BATTERY BACKUP 3. SEE SHEET A4 FOR SHEARWALL NOTES & SCHEDULE 4. ALL LOWER FLOOR WINDOWS TO HAVE SECURITY LOCKS, TYP. 30' -0" i 1056" Of ftcco -:Mark Travers Archbct AA . Tr: 20&76S&M Fac T 2315 East Pit SVW Selft WA 86122 ..4 s ' ;lam . A til . 4 i s Vet 1� t FL'uj 0 J o .02 W •3 > Q C13 i H O -:Mark Travers Archbct AA . Tr: 20&76S&M Fac T 2315 East Pit SVW Selft WA 86122 ..4 s ' ;lam . A til . 4 i s Vet 1� t 0 J o .02 cl) ,c > Q C13 O (D U � m N Y L ao N _ N cwt .�1 MTT �- _Z t f� DpW 100004 S��ii611 Neri�i�o�e�s T 0 I B t E I � �llEti'V CODE tY MPl.� t�P 4 2005 { j 1 Tukwila DTNr nTViSION _BU { 0 � o I � 1 4 (2 ) 2 X S — :! - Y - i Window Schedule SYMBOL A> ' MANUFACTURER MILGARD 920 SIZE 1 -0" (R.O.) x 6 -8" TYPE FIXED QUANTITY 1 TI.G.A.(S.F.) 7 UO REMARKS TEMP. GLASS 4.40 B I i 8' -0" x 6' -8" SLGD 1 1 53 of - TEMP. GLASS O C - 1- ;_691 _- X._4,y0,,.. FIXED - - 2 12 „ D " 3' -0" x 4' -0" FIXED 2 I 24 to < E> " 6' -0" x 6' -8" SLGD 1 40 to i TEMP. GLASS < F> 5' -0" x 4' -0" SLIDER 4 80 ' G 6' -0" x 4' -0" SLIDER 1 I 24 to - H to 4' -0 x 4'-0" — SLIDER - ~ - - - -- — 32 — TEMP GLASS - 8' -0" x 4' -0" SLIDER 1 32 to J 3' -0" x 5' -0" FIXED 1 15 go TEMP. GLASS " 4' -0" x 3' -6" 1 GARDEN 1 14 TEMP. GLASS 2' - 0 „_ x 4' SKYLIGHT , 8 M " 2' -0" - x 2' -0" - SKYLIGHT - - - - - 1 - - -- 2 8 " OPTION IV, TABLE 6.1, CH. 6 WSEC TOTAL = 349 / 2448 SF LIVING AREA EQUIP. AFUE =0.78 = 14.26 GLAZING UL- LISTED SKYLIGHT 4' - MAX. SPAN 0.030 LAMINATED INTERLAYER FLASHING T . Sky light Detail 3 $Cale: /4" = 1 3 -0 " ROOF ASSEMBLY PER SECTIOrI (3) 16d NAI EA. TRUSS - 1 " CONT AIRSPACE, T 2x BLOCKIN w /(2) 11 - 0 1 w/# 16 GAL\ WIRE MESH STEEL #4 BAR WALL HT. VERT. HORIZ. 2' 3' 18" O.C. 18 O.C. 4' 10" O.C. 63P * >" 83' * ., * W/ STEEL CORNER OVERLAP 1' -6" DRIVEWAY PER SITE PLAN (2) #4 BAPS CON"nN- T &B. Footin Slab I 5 Scale. 314' _ I _W 0 10 f it POST 2x6 PER PI AAV r 15%3:<' SHEATHWS 0 +4' -Q' � F=LT _ I ~ F_T- 2X s `.s. PER PLAN way T 4 Sc� 3MK' = ��.Cr 26 GA G. 1. EDGE FLASH 5" 'K -LINE' GUTTER 2x6 FASCIA 01 Eave Typical • �R7: 3/4" = 1 1-00 16d @6 'o.c. 2x JOISTS PER STRUCT. PLANS 8d @4 "o.c. 2x6 TOP PLATE 2x6 P.T_ PLATE (ASSUMES NO SURCHARGE) 26 GA. G.I. FLASHING MI PAD RAIN E40 NSl FINISH \ \ 1 N'-� i 2` NATNT S ZOIL 4'- DS . MET' WIN LEAN - REE - DRAINING; _ MATERIk - �- r CAMPP -%3% W. -- 4~ T Z - -� - F��CTi�+�; GRAIVIL AROUND ---- - -r I •I CG k J W4STi*WD 12 4 CONTINUOUS RIDGE VENT f'� I 1 t f f 1 i 1 I� I 1 I 1 I 2 A3 BEDROOM 2 MM*MR BEDROOM R -21 R -21 I I I EXIST/FIN- GRADE o � I R •i/ 1 J 1{ 1 1(, 1 , j Y l / f, 1 1 1 f 1' 1 1 f f, 1,[ 1 1 { 1, Y 1 f 1 f ( 1 , 1 x , 1 R I I r i i It 1 r r 1 i f I i 1 „ 1 f l I l t 111 - R -30 R - �._ I �. -_- i I - - - I I! - -r I i•. -.-_ -I - I- t _.__' i -� y`r J t �! I I -I I i - r _ i_ -_- -_I - N ! CRAWLSPACE 18" CLR. MIN. BETWEEN GROUND AND LOWEST FRAMING MEMBER, TYP. Building Section B -B Scale: 1 /4 " =1' -0' /— -" T &G PLYWOOD L4 i GWB AT CLG r' %"0x AB 0 4 - 0"0.c., r._ EMBED 7" MIN w /PLATE WASHERS PER SPECS #16.1 /- - Y4 " T&G PLYWD wl R -30 OVER UNHEATED SPACES (2, 4 TOP CONTIN. w T P- IW FORIZ. RE & . AS PER TABLE c3c) , 3 VURT. REINF. AS Ff R TABLE r EYWAY -$ WIL V. B . T r alp t - - I j o U�L, rr%: ,-- EC ST/F H. GRA k&. V. B. _ _ --- R -34 ' laa AA SOt EXCAVATED 0 45' (2 )# OCT 030171 Sa aw =r-W �'•. k,"�r �'r�..�- .s a �lr.lr...y..... .�F.•••�4►.r �- ss.. _../1�. A - - •,- - �,..._... .._ �._� �. �. �� . r- �. -� .�..� �- _. �..«. -.. -�. vi .�...... _ ._ . -. ........ . _ -,".- ... „ ...� .�_ �.`. - - ._.'_„_ -._. ._ mow._ ....-- .�..f"•^�..+• -+•�•� -+.+.r ••.r all- TYPICA ROOF CONSTRUCTION: CLASS 'B' ROOFING 30# FELT %" EXT. PLYWD COMMON TRUSSES ® 24 "o.c. R -38 INSUL. %" GWB TYPIC EXT. WALL CONSTRUCTION I"' WOOD SIDING 15# FELT Y is EXT. PLYWD 2x6 STUDS ® 24"o.c. R -21 INSUL. )C GWB TYPICAL INTERIOR WALL CONSTRUCTION: 2x4 STUDS @ 24" O.C) Y"` G.W.B. EA. SIDE - f TYPICAL FLOOR CONSTRUCTION: -Y" T &G PLYWD JOISTS PER PLAN R--30 INSUL AT CRAWLSPACE BLW %" GWB ABV HEATED SPACE 'ANT -' -_ _.. - _ .. _ _..-._ � _ ._. ,__ ._ .. -� _ ti. -� tea. Mw1'�- -� 7 --1 'M- _.•�.,..� _,� _ -- . _�... -.._.y s ...r•i' Tom. -.1- - � -+. _ = sk nnp of Reootd i Z.9 Mark Travers ^ _PiM AAA ' T Fox 208325,� - 311110. WA S r~ 0 o M qomm. CID C cc > cti w o � V N w Lj) cia N Dmm im : — MTT DaW 114204 smbvAw Amdom— to A 3 �O R��,Mp�AN P 4 200 S� I s /— ROOFING x ' (2) #4 BAPS CON"nN- T &B. Footin Slab I 5 Scale. 314' _ I _W 0 10 f it POST 2x6 PER PI AAV r 15%3:<' SHEATHWS 0 +4' -Q' � F=LT _ I ~ F_T- 2X s `.s. PER PLAN way T 4 Sc� 3MK' = ��.Cr 26 GA G. 1. EDGE FLASH 5" 'K -LINE' GUTTER 2x6 FASCIA 01 Eave Typical • �R7: 3/4" = 1 1-00 16d @6 'o.c. 2x JOISTS PER STRUCT. PLANS 8d @4 "o.c. 2x6 TOP PLATE 2x6 P.T_ PLATE (ASSUMES NO SURCHARGE) 26 GA. G.I. FLASHING MI PAD RAIN E40 NSl FINISH \ \ 1 N'-� i 2` NATNT S ZOIL 4'- DS . MET' WIN LEAN - REE - DRAINING; _ MATERIk - �- r CAMPP -%3% W. -- 4~ T Z - -� - F��CTi�+�; GRAIVIL AROUND ---- - -r I •I CG k J W4STi*WD 12 4 CONTINUOUS RIDGE VENT f'� I 1 t f f 1 i 1 I� I 1 I 1 I 2 A3 BEDROOM 2 MM*MR BEDROOM R -21 R -21 I I I EXIST/FIN- GRADE o � I R •i/ 1 J 1{ 1 1(, 1 , j Y l / f, 1 1 1 f 1' 1 1 f f, 1,[ 1 1 { 1, Y 1 f 1 f ( 1 , 1 x , 1 R I I r i i It 1 r r 1 i f I i 1 „ 1 f l I l t 111 - R -30 R - �._ I �. -_- i I - - - I I! - -r I i•. -.-_ -I - I- t _.__' i -� y`r J t �! I I -I I i - r _ i_ -_- -_I - N ! CRAWLSPACE 18" CLR. MIN. BETWEEN GROUND AND LOWEST FRAMING MEMBER, TYP. Building Section B -B Scale: 1 /4 " =1' -0' /— -" T &G PLYWOOD L4 i GWB AT CLG r' %"0x AB 0 4 - 0"0.c., r._ EMBED 7" MIN w /PLATE WASHERS PER SPECS #16.1 /- - Y4 " T&G PLYWD wl R -30 OVER UNHEATED SPACES (2, 4 TOP CONTIN. w T P- IW FORIZ. RE & . AS PER TABLE c3c) , 3 VURT. REINF. AS Ff R TABLE r EYWAY -$ WIL V. B . T r alp t - - I j o U�L, rr%: ,-- EC ST/F H. GRA k&. V. B. _ _ --- R -34 ' laa AA SOt EXCAVATED 0 45' (2 )# OCT 030171 Sa aw =r-W �'•. k,"�r �'r�..�- .s a �lr.lr...y..... .�F.•••�4►.r �- ss.. _../1�. A - - •,- - �,..._... .._ �._� �. �. �� . r- �. -� .�..� �- _. �..«. -.. -�. vi .�...... _ ._ . -. ........ . _ -,".- ... „ ...� .�_ �.`. - - ._.'_„_ -._. ._ mow._ ....-- .�..f"•^�..+• -+•�•� -+.+.r ••.r all- TYPICA ROOF CONSTRUCTION: CLASS 'B' ROOFING 30# FELT %" EXT. PLYWD COMMON TRUSSES ® 24 "o.c. R -38 INSUL. %" GWB TYPIC EXT. WALL CONSTRUCTION I"' WOOD SIDING 15# FELT Y is EXT. PLYWD 2x6 STUDS ® 24"o.c. R -21 INSUL. )C GWB TYPICAL INTERIOR WALL CONSTRUCTION: 2x4 STUDS @ 24" O.C) Y"` G.W.B. EA. SIDE - f TYPICAL FLOOR CONSTRUCTION: -Y" T &G PLYWD JOISTS PER PLAN R--30 INSUL AT CRAWLSPACE BLW %" GWB ABV HEATED SPACE 'ANT -' -_ _.. - _ .. _ _..-._ � _ ._. ,__ ._ .. -� _ ti. -� tea. Mw1'�- -� 7 --1 'M- _.•�.,..� _,� _ -- . _�... -.._.y s ...r•i' Tom. -.1- - � -+. _ = sk nnp of Reootd i Z.9 Mark Travers ^ _PiM AAA ' T Fox 208325,� - 311110. WA S r~ 0 o M qomm. CID C cc > cti w o � V N w Lj) cia N Dmm im : — MTT DaW 114204 smbvAw Amdom— to A 3 �O R��,Mp�AN P 4 200 S� I s /— ROOFING NOTE * 1 1 I i t 1 PLATE WASHERS © ALL ANCHOR BOLTS SHALL BE 3 XYXY THICK AND SHALL BE USED ON EACH BOLT. THERE SHALL BE A MINIMUM OF (2) BOLTS PER PIECE. ANCHOR BOLTS SHALL BE LOCATED NO MORE THAN 12" FROM THE END OF A PIECE OF PLATE OR LESS THAN SEVEN BOLT DIAMETERS. cm 1 _f— 14 _ Y 4 1 1 I I I 1 r r -- 6 "x 16" FDN ' r VENTS TYP. i 1 �I (10) A _ I I LOCATIONS i '- I I 1 �-- CRAWLSPACE F 1 I 143 � i I I CRAWLSPAC 4 I I � p I II n 2x10 ® 16 O.C. I I� V ; -2x1 0 @ 16 - O.C. r _ , 18'x24" ACCESS ! I I J / : /3 2x12 () i I STRINGERS, TYP. I _ I I I I I 2x 10 @ �V � 6w0.C. I s w w I I ., I I I 2 •-0 SQx8 D CONC. PAD W (2)14 BARS EA_ WAY, TYP. (3 'off II II I � Q I LOCATIONS CRAWLSPA E I � 1 L � w � I I � 4 CONC. SLAB l I ON GWE W/ 6x6 I � I I ; _ ; I WWF & 5 - CRUSH ; - .�. ROCK TY?_ I - f� ! F, -I Of � A • LINE OF FiR. ABOVE SOFFIT VENT / do INSUL. - j_$ r- 1 w r AL INDICATES STDH14 (4 PLACES) A INDICATES STDHI4RJ (2 PLACES) Z INDICATES MST 48 STRAPS (6 PLACES) Holddown &Strap Schedule ® ALTERNATE BRACED WALL PANEL AS PER IBC 2308.9.3.1 BRACED WALL PANEL AS PER IBC 2308.9.3 METHOD #3 � m W Q 0 �i m W O F_ O I D Z CD J Q flan (E) NoprrH • �-- — r lx6'S \ 024'0-C.- n r�•� (4 Nark Travers r ` -Sm" wk SM T. Daloc ■004 UE1 �7 ® BRACED WALL PANEL AS PER IBC 2308.9.3 METHOD #5 Braced Wall Panel Sched i 1 f POS t BELOW — X10% t L 4w 0 4 LINE OF � � LAVE OF FlR ABOVE DECEC AB04+E SO". VENT & odS114 r Q a w 3 o U � cm C w N r � T. Daloc ■004 UE1 �7 ® BRACED WALL PANEL AS PER IBC 2308.9.3 METHOD #5 Braced Wall Panel Sched i 1 f POS t BELOW — X10% t L 4w 0 4 LINE OF � � LAVE OF FlR ABOVE DECEC AB04+E SO". VENT & odS114 w +125.33' - SECOND FLOOR +> 16.50 J` PIU P I I"1rlQ� EXIST. /FIN. GR. I �W to O CL 0 o a. �a i° ± 115.50' EXIST./FIN GRADE EXIST /FIN GRADE South Elevation Scale: 1/4 Month E~o wUUan s lµ = -- t• -or i O L I . r - i K M ! j I ` _ I I I i H r --.,.. i r ' �• H +125.33 SECOND FLO +116.50' FIRST FLOOR East Elevation Scale: 114' =1' -0" CD j!2 2 L 4 i 1 � 1 tJ I 1 i • <B> -� — OD C 4 MAX. � � -� tr 11 •1 � 1. 1 • •• 1 .: '+ !' 't 1 � t� �� i t = 1 S� � �, � i LLJ co 0 x C �--- M C r . C Ex:ST in_ NON PROP _ ;� F1N GR E _} 1 t 4 70 r F, N. GR. � '��ro�pLIANC S Ea ' 4 �G45 cal 0� T �` Kw � k � QN VW crnr of nXWXA .1 PEPACrCENTM + 12 50 - 33 ' - - - SECOND FLOOR + IIr, 'Jo , A P AGE �+ t s_T ExtST./FIN. I U K P. GR West Elevation opow T* O? scalx 11�t•� of ••~ C+y Mark Travers _ Are &ck M Tat -ma1o6 -fawoc MUM= '2315EWPIr%W a . Sooft1MA OZ F. Q J o CD C!3 CO) > C13 w O N Lf) C13 CN N r H— +D�rnc ?pwC NTT I A5 l l r<.T _ r:-n dL Fit. GRADE TimbeE Connect 58.3. Timber connectors called out by letters and numbers shall be "Strong -Tie" by Simpson Company, as specified in their catalog. Equivalent devices by other manufacturers may be substituted, provided they have ICBO approval for equal or greater load capacities. Provide number and size of fasteners as specified by manufacturer. Connectors shcii be installed in accordance with the manufacturer's recommendations. Where connector straps connect two members, place one--half of the nails or bolts in each member. All bolts in wood members shall conform to ASTM A307. Provide washers under the heads and nuts of all bolts and lag screws bearing on wood. Unless noted otherwise, all nails shall be common. All shims shall be seasoned and dried and the some grade (minimum) as members connected. All joists shall be connected to flush beams with "U" Series Jost Hangers. Qyesum Wallboard 59. Screw to all studs, top and bottom plates and blocking with 1-1/4" Type N screw, 4" o.c. at lowest floor level and at 7" o.c. at upper floor levels. 5/8" GWB to use 1-1/4" Type N bulge head screw (8 GWB shear walls only). 60. At areas shown to be fire rated wall, use 5/8" type "x" gypsum wallboard and fasten with 6d cooler nails 4 7" o.c. or 1-1/4" Type N bulge head screw; stagger joints. Tape all joints. Braced Wall P anel 61. Building shall be provided with exterior and interior braced wall lines as per SBC 2308.3. Spacing of braced wall lines shall not exceed 35 FT ox in both longitudinal and tranverse directions each story. Braced wall lines shall be supported by continuous foundation. See braced wall schedule as per Framing Plan. rM Truss Loads ..... ............................20# DL Uniform per In. ft. USE 50# LL Uniform per In. ft. PROTECrOh (based on 10 +25 psf with trusses Sob ® 2' -0 ". Point loads as noted will bars - interw f aices on truss drawings. Roof Live Load........... .30 psf Floor Live Load ............................40 psf, 30 psf ® B occ. Stair and Corridor Live Load ....... 40 psf Mechanical Units ... ........................Weights furnished by manufacturer Wind.... ............. .............................85 mph Exp. "B" Earthquake ............ ........................Seismic Design D. Z =0.3, R =6.5 Allowable Soil Pressure .................1,500 psf Equivalent Fluid Pressure ............. 35 pcf ENERGY NOTES General 63. All materials, workmanship and construction shall conform to the requirements of the International Building Code and the Washington State Energy Code, latest edition. Verify all conditions before proceeding with work. Insu lgtion 64. Walls: Insulated with R -21 butt (for 2x6 walls) and R -15 batt (for 2x4 walls) unless noted otherwise. 65. Roof and ceiling: Insulated with R -38 butt. Provide insulation in ceiling where possible and in 2x12 rafters if vaulted ceiling conditions exist. Maintain a minimum of 2" clear between top of insulation and bottom of sheathing for venting. Venting must occur in each joist space. Where continuous venting is within a joist space by a header (i.e. skylight or at hip -end), provide (2) 1-1/2" venting holes at the top of the rafter at the header to allow for continual through - venting into the next joist space. 66. Floors: Provide R -30 butt insulation over unheated space unless noted otherwise. 67. Slab on grade: Provide extruded rigid closed cell insulation R -10. Insulation to provide thermal break between slab and footing and run from the top of the slob to the bottom of the footing. insulation may be interrupted for 6" every 2' -0" to allow for doweling to tie slob and footing together. 68. Vapor Barriers: An approved vapor barrier shall be installed at exterior walls and at all roof decks, below enclosed joist spaces where ceiling finishes are directly installed to joists, and any other wall or ceiling surfaces which receive insulation. This vapor barrier may be a component of the insulation material. Application and installation of insulation and vapor barriers shall comply with State of Washington thermal insulation standards (H.B. 96). TRICAL N 69. All electrical materials, workmanship and construction shall conform to the requirements of the International Building Code and the National Electrical Code, latest edition. Verify all conditions before proceeding with work. 70. All electric hot water heaters shall be provided with a shutoff switch close to the tank. 71. Provide and install smoke detectors in compliance with governing codes. Smoke detector to be 110v w/ battery back -up, interconnected. NOTES (Residential only) 72. Ail mechanical materials, workmanship and construction shall conform to the International Building Code and International Mechanical Code, latest edition. Verify all conditions before proceeding with work. 73. Mechanical ventilation systems capable of providing 5 air changes per hour shall be provided in rooms not provided with an operable window of 1.5 sf or greater per IBC. 74. Hot water heaters shall be provided with pressure relief valve. If electric, provide shutoff switch close to tank_ Insulate in compliance with Washington State Energy Code. All hot water lines shall be fitted with snop -on insulation in compliance with Washington State Energy Code. Whole House Ventilotion S ygern (Residential only) 75. 6" diorneter duct from outside to the return air plenum. Minimum 0.35 air changes per hour, but not less than 15 cubic feet per minute per bedroom plus on odditionai 15 cubic feet per minute, rnoximum air changes per hour must be limited to 0 -5 air changes per hour the system must supply outside air to all hobiitabie rooms through the forced air heating system. 7E Ali ventiiat systern contro shai; be readiry occessibie and be capable of operating tree ventikAw systen without energizing other energy ccnsuming appliances. The forced air system shot! be equipped with a clock/timer 77 Ali docts sha;. te►rrn :note c.,tside the builoirg Exha ducts in systerr,s treat operate intermilt entry shcl: be edu•ppe 4 with a bock draft camper All exhaust and supply a icts in a:r+condetpicned spaces st%clt be rsjocted to o mirnm"m of R -8. The bock draft camper .s*vrt be C. rr,4n. i.- of r. a►arne:e. 8 Outside , wr cn ets sf-all be screened or otherwise protected from entry by insects plod debris. and ~ be located so as root to take ad from the fodcmnng areas_ 0oser than t G feet from or appi•once rent arGet. unless sucn vent Is 3 feet above the outside ant► •ti - - !rollers it wa pick up obpct wxA)be odom funws. or fbn+rnObele vapors A h zordious or unsaratary totobon ,A roorn or spo * Iwvw+g any fuel - bumming appbo ces t±te+r+ein Ckaw than 1 0 Beet frog, o rent oper+•rMg of o Own" drarroge system w0ess the rent apen•rg -s at io m 3 feet above the air ~ The outmode or compec to the return air st, ow. shW be ilo�ca�led to priritow trwr wool eel to tftt React ewchanger. Miscellaneous Steel 49. Structural steel shall be AISC- LRFD, AISC 335, AISC -HSS. Fy= 36,000 psi. All welding shall conform to the AWS codes for arc and gas welding in building construction. All welds shall be 3/16" minimum unless otherwise noted. Welding electrodes shall be E70XX electrodes for manual shielded metal -arc welding or equal electrode for their welding processes. Welded joints shall conform to AWS pre qualified joint details for welded construction. All welding shall be performed by AWS certified welders. Miscellaneous hangers to be Simpson or approved equal. All hangers to be fastened to wood with proper nails. All holes shall be nailed. All nails shall be common wire nails. Machine bolts to be A -307. Anchor bolts shall be stainless steel 5/8" diameter at 2' -0" o.c. embedded 8 ". There shall be a minimum of 2 bolts per each piece with one bolt located within 12" of each end and within 12" of each corner, unless otherwise noted. Provide standard plate washers under oil bolt heads and nuts bearing on wood. 50. Lumber (unless noted otherwise) Joists and Eafter$ (Intl. 2x6 Hem - Fir No. 2 and larger members used minimum basic design stress as studs and plates) fb= 900 psi Douglas Fir No. 1 minimum basic design stress fb= 1350 psi Posts arid Timbers Douglas Fir No. 1 minimum basic design stress f'c= 1000 psi Studs. Plates and Misg Hem -Fir construction grade Light Fromin Glue Laminated Timber 24F -V3 fb =2400 psi All other lumber Hem -Fir standard or better 51. All framing to comply with IBC Chapter 23. Nail size and spacing to conform to IBC Section 23 and table 2304.9.1. All timber to be kiln dried. All grades shall conform to "WWPA Grading Rules for Western Lumber", most recent edition. Bolt heads and nuts bearing on wood shall be provided with standard cut washers. All wood in contact with concrete shall be pressure treated or protected from decay. All railing not noted on drawings shall conform to IBC Table 2304.9.1. See miscellaneous steel for hangers. At sawn timber joist areas: Provide cross - bridging and solid blocking at bearing points as per IBC 2306.5.1.2. Provide double joists under all partitions. Provide double joists each side of openings unless detailed otherwise. Provide solid blocking over bearing partitions, walls and beams. Attach timber joists to flush headers and beams with Simpson series metal joist hanger to suit the joist size. P 52. Plywood panels shall meet the requirements of the latest edition of "U.S. Product Standard DOC PS -20 for Softwood Plywood Each piece shall bear the APA grade trademark of the American Plywood Association. Plywood roof and wall sheathing in accordance with SBC Section 2304. Minimum plywood to be 6" o.c. at all supported edges and 12" o.c. at interior supports. Nails to be 8d common for 1 /2' plywood, 10d common for 5/8" and 3/4" plywood roof and floor sheathing. Stagger and lop at roof and floor sheathing. Nails shall be driven flush but not fracture the surface of the sheathing. All floor sheathing to be glued and nailed continuously at all floor joists. Span rating shall be 40/20 in 3 floor sheathing and 20/0 in )J" roof /wall sheathing. 53. At shear walls: Nails shall be 10d common for 1/2" sheathing with all edges blocked, 10d nails ® 4" o.c. ® edges and 10" o.c. 0 field. 54. Support shall be supplied to all plywood edges with plyclips, blocking, tongue and groove plywood joints or other approved methods per APA recommendation. Supports to occur at 4" o.c. 0 edges and 6" at field. Glued Laminated Me rcers 55. Glued laminated members shall be fabricated in conformance with U.S. product standard as required in AITC A190.1 and ASTM D3737 for structural glued laminated timber. All members shall be fabricated of industrial grade western woods in accordance with American Institute of Timber Construction (AITC) Specifications using water resistant glue throughout. Each member shall bear on AFTC identification mark and be accompanied by an ARC certificate of conformance. One coat of end sealer shall be applied immediately after trimming in either shop or field. Laminated Veneer Lumber (LW 55.1 Laminated veneer lumber shall be manufactured under a process approved by the Notional Research Board. Each piece shall bear a stamp or stamps noting the name and plant manufacturer, the grade. the NoWnol Research Board number, and the quality control agency. All laminated veneer lumber shall be manufactured in accordance with NER -126 using Douglas Fir veneer glued with a waterproof adhesive meeting the requirements of ASTM D2559 with ail grain parallel with the length of the member. Fib = 2600 PSI, E = 1,800,000, Fv = 285 (for 1.8E members) Design shown on plans is based on lumber manufactured by the Trus -Joist Corporation. Alternate manufacturers may be used subject to review and approval by the architect and structural engineer. Alternate joist hangers and other hardware may be substituted for items shown provided they hove I.C.B.O. approval for equol or greater load capacities. All joist hangers and other hardware shall be compatible in size with members provided. Parallel St rand (PSL)) 55.2 Porollel strand lumber shall be manufactured under a process approved by the National Research Board. Each piece sholi bear a stomp or stomps noting the name and plant manufacturer, the grade, the Notional Research Board number, and the quality control agency_ All poroilel strand lumber shall be manufactured in accordance with NER -292 glued with a waterproof adhesive meeting the requirements of ASTM D2559 with ail grain parallel with the length of the member. Fb = 2900 PSi, E = 2,000,000. Fv = 290 (for 2.OE members) Design shown on plans is based on lumber manufactured by the Trus -Joist Corporation_ Alternate manufacturers may be used subject to review and approval by the architect and structural engineer. Alternate joist hangers and other hardware may be substituted for items shown provided they have I.C.B.O. approval for equal or greater load capacities. All joist hangers and other hardware shall be compatible in size with members provided. Roof Trusses 56. Trusses to be designed by a licensed Washington State Professional Engineer. Roof trusses shall be plant fabricated of Douglas Fir -Larch or Hem Fir- AM mechanicai connectors stroll be IBC approved ono loads sho ±I be in accordance with the allowable stresses of truss connectors for approval cnd verify ail truss lengths prior to fabrication. Shop drawings shall inclide a placing ,71or,. food diogro and erection brxir%g tired handling requirements Each wood truss member shogg corrf a grading stamp- No field modifecctans cf trusses wit! be ajlewed without the mortufocturer"s approval {3) sets shop drawings req uir ed Submit shop dwgs as required by locai authority Roof Framing 5 7 Provide c ontir 4ovs bloc p wr g for r afters at the supports ar--c cross br�agiN as regLered PrOv%de b+Ockin9 and tK --_ `rg for tnisses per roof truss rrNwu foct-.re! reQuirernients Rush beorns not coibed out on the p•cns s"i oe ca to fasts Ail vertPc rorn.noted beonrts and headers snail be 5"ed together with 2 roars of 16d naffs, o c shed Rafter and truss correctors shoal be in accordance w/ 18C Table .30491 NO frarrtirtn. 2x4 studs urbess rioted otter. woe 58 WA New Vw (3) studs shag be Ostaoed at eac! tune* on an exterior wab N! door and window ''(seders not tolled oat on the port sttorc be (2) 2r 1 0 D>F> or H>f11> #2 woth one crave and one stud toc!h end for ape - 4` 04 reu and two cripples anti orb► stud for operwng encore tAan 4'-0' .rode per 8C Chapter 23 As cokonra not cooed oust on th* plaits shall be (2) studs. S lik* catgut t�oge�ow w4h 16d r�prgs • 16 o c staggered. AN wood p 1 tes and blOC1110rtg in akreCt Contact w4h cwttrieft sftat be pressurs trteart+ed or proth+cied floor *!_ The see. I e and soar. g of studs s11ad be is accordwxe w4h table 18C 23015,91 Q0 0 8S. WINDOWS AND GLAZ 27. Glazing in compliance with IRC Section 308 and Washington State Safety Glass Law. Exceptions are as outlined in IRC R308.4, 28. Glazing in locations subject to human impact such as glass on doors, glazing within 12" on either side of a door opening, glazing closer than 18" to a floor, shower door and tub enclosures shall be wire reinforced, tempered gloss, laminated safety gloss or shatter resistant plastic. 29. Sliding and bifold gloss doors to be safety glazing laminated as per IRC R308.6.2 or tempered gloss. 30. Shower enclosures shall be approved wire reinforced, tempered or laminated safety glass or shatter resistant plastic. 31. Glazing within 18" of floor and greater than 18" in least dimension shall comply with impact loads per IRC Section R308 3. 32. All exterior wall glazing shall comply with Washington State Energy Code (WSEC). 33. Egress in every sleeping room shall have a min. net clear opening of 5.7 SF. The min. net clear opening height dimension shall be 24 ", and min. net clear opening width dimension of 20 ". Finished sill height to be not more than 44" above finished floor per IRC R310.1. EIREPI 34. Fireplace code per IRC Chapter 10, local Building Deportment and requirements of manufacturer. See further notes on fireplace section. 35. Masonry fireplaces and chimneys ore to be constructed to conform to all applicable portions of the IRC and Municipal Codes. Flue liner shall be install as oer IRC R1001.9. Flue area per IRC R1001.12. Chimneys shall support only their own weight unless specifically designed to support additional loads. 36. All fireplaces are to be provided with tightly fitting flue dampers, operated with a readily - accessible manual or approved automatic control and an outside source of combustion air, min. duct size of 6 sq. inches in area, provided with readily operable damper, located in front part of firebox. Fireplaces must be installed per any iRC and local conditions of approval. See fireplace details IRC FIG 1003.1. 37. Prefabricated fireplaces, chimneys and related components to bear U.L. 127 of approval. 38. Hearth Extensions. Hearths shall extend at least 16" in front of, and at least 8" beyond each side of the fireplace opening. Where the fireplace opening is 6SF or larger, the hearth extension shall extend at least 20" in front of, and at least 12" beyond each side of the fireplace opening. 39. Provide 2" clear between masonry and framing members at fireplaces 40. Provide chimney reinforcement and anchoring per IRC 1001.1. STRUCTURAL NOTES G eneral 41. All materials, workmanship and construction shall conform to the requirements of the International Building Code, latest edition. Verify all dimensions and condition before proceeding. Provide erection bracing as necessary until permanent support and stiffening are installed. Demohtion 41.1 Contractor shall verify all existing conditions before commencing any demolition. Shoring shall be installed to support existing construction as required and in a manner suitable to the work sequences. Demolition debris shall not be allowed to damage or overload the existing structure. Limit construction loading (including demolition debris) on existing floor systems to 40 psf. Soils Report# d.;+---d 42. Unless a soils investigation report by a qualified soils engineer is provided and attached, foundation design is based upon a minimum average soil bearing of 2,000 psf. All footings shall be cast on undisturbed firm natural soil or compacted soil of 2,000 psf bearing capacity at least 1' -6" below lowest adjacent grade, free of organic materials. Footing excavation shall be free of loose soils. debris and free of water at all times. Concrete 43. The selection of materials for, and the mixing and placing of oil concrete, shall conform to the requirements of the Seattle Building Code, latest edition. Materials shall be proportioned to produce a dense, workable mix, having a maximum slump of 4 inches which can be placed without segregation or excess -free surface water. Water- cement ratios for 2500 PSI concrete strength (Fc) shall be a maximum of 6 gallons of water /sack of cement. The minimum number of socks of cement per cubic yard shall be 6.0. 44. A water reducing admixture, conforming to ASTM C494 Clossification D. shall be used in strict accordance with the manufacturer's recommendations. An air entraining agent, conforming to ASTM C260, shall be used in all concrete mixes. The amount of entrained air shall be 4.5% plus or minus 1.5% by volume. Maximum area of slab before control or expansion joint: 200 sf. Grog 45. Grout shall be Mosterflow 713, or acceptable substitute. Moonnr 46. Masonry bearing and shear wolfs to be reinforced and design in accordance w/ Section 2106.1.1. Units to be load bearing grade. Only type 's" mortar shall be used. All masonry reinforcing requirements shall conform to IBC Chapter 11. Re infor Ci ng steel 47. Unless noted otherwise, oil reinforcing steel shall be deformed bars in accordance with either the AISC LRFD. AISC 335 or AISC -HSS_ Welded were fcbric sholi conform to IBC 2204.1. Minimum reinforcing in concrete slobs on grade and sidewalks shall be 6x6 -w 1 -4 x w1.4 WWF. Lop one full mesh at splices. Reinforcing steel shall be securely tied in pace with #16 double annealed iron wire. Bors shoes be detoiled in accordance with the "ACI Manual of Standard Practice for Detailing Reinforced Concrete Structures'. latest edition. A minimum lop for all bars shall be V-6 or 30 bar diameters. whichever is more The designed and detailed to resist Seismic Forces shall be in occordcr►ce w/ AtSC 341. part I or III REINFORCING STEEL PROTECTION GENERAL NOTES The following notes apply except where shown otherwise. MISCELLANEOUS 1. These drawings are the exclusive property of the Architect and may be reproduced only with the written permission of the Architect. Authorized reproductions must bear the name of the Architect. 2. All construction shall conform to the 2003 International Residential Code (IRC),. also in accordance with the Washington State Laws and Regulations and various codes imposed by local authorities. This project must also comply with 2001 WSEC. 3. Do not scale these drawings for critical dimensions. Contractor to verify oil dimensions and datums before commencing work and be responsible for their accuracy. Dimensions shown ore typically to the face of framing stud, unless noted otherwise. 4. Vent dryer, bath fans, ronges /ovens, and fireplaces to the outside. 5. Vertical shafts (dumbwaiter, laundry chute, etc.) shall be lined with 5/8" Type "X" GWB or 24 go. sheet metal. FOUNDATION 6. Footings and foundations shall be provided as shown on the drawings. Unless otherwise specifically provided shall conform to the requirements of the IBC. Footings shall extend below the frost line. 7. Foundations supporting wood shall extend a minimum of 6" above adjacent finish USE PROTECrOh level or shall be stepped so that both top and Sob and will bars - interw f aices 3 /4' and beam systems and concentrated loads Slob and wall bars - exposed to 2 (#6 and above) a concrete surface, provide a 1" plinth above the concrete surface per IBC Section 1807. 11. Provide 14" minimum crawl space under we~ and/or earth 12. Provide electrical ground wire embedded 11-1 ( 45 and unaoer) 13. Foundation plates shall be bolted to the 6_110,1131111111 gem= corner steel bars to match horizonta reinforceRwnt. 1110here c concrete wag end does not intersect another wol. hoo& horizontal bass 90' and pmvvde a 6 bar dmw*ter extension. At od wois lop vertical steel 42 bar dx meters with footing dowels. Concrete walls sltarNt be rreinfor+ced as shown on the ports and detains wW if not st!awrt shas be #4 • 1 6 + o c each " at the of a 6' wall and #4 • i 2' o.c evcft may of the of an 8' wal- GENERAL NOTES The following notes apply except where shown otherwise. MISCELLANEOUS 1. These drawings are the exclusive property of the Architect and may be reproduced only with the written permission of the Architect. Authorized reproductions must bear the name of the Architect. 2. All construction shall conform to the 2003 International Residential Code (IRC),. also in accordance with the Washington State Laws and Regulations and various codes imposed by local authorities. This project must also comply with 2001 WSEC. 3. Do not scale these drawings for critical dimensions. Contractor to verify oil dimensions and datums before commencing work and be responsible for their accuracy. Dimensions shown ore typically to the face of framing stud, unless noted otherwise. 4. Vent dryer, bath fans, ronges /ovens, and fireplaces to the outside. 5. Vertical shafts (dumbwaiter, laundry chute, etc.) shall be lined with 5/8" Type "X" GWB or 24 go. sheet metal. FOUNDATION 6. Footings and foundations shall be provided as shown on the drawings. Unless otherwise specifically provided shall conform to the requirements of the IBC. Footings shall extend below the frost line. 7. Foundations supporting wood shall extend a minimum of 6" above adjacent finish grade per IBC. 8. Foundations where the surface is sloped more than (1) foot in (10) feet shall be level or shall be stepped so that both top and bottom of such foundation ore level per IBC Section 1805.3. 9. Pier footings under bearing walls of post and beam systems and concentrated loads shall have a minimum of 10" edge thickness and shall project a minimum of 8" above exposed earth per IBC Section 1808.2.8. C0 10. Where structural columns and posts are exposed to weather or water splash above a concrete surface, provide a 1" plinth above the concrete surface per IBC Section 1807. 11. Provide 14" minimum crawl space under wood joists and 12" minimum crawl space under wood girders per IBC Section 2308.2- exception.. 12. Provide electrical ground wire embedded in foundation per electrical code. 13. Foundation plates shall be bolted to the foundation with no less than 5/8" nominal diameter steel bolts embedded at least 8" into the concrete and spaced no less than 24" oport. There shall be a minimum of (2) bolts per piece and within 12" from each end, unless otherwise noted. O 14. A ground cover vapor barrier of min. 6 mil (0.006 ") polyethylene (or equivalent) shall be installed in all crawl spaces, joints lopped 12 Extend up foundation wall at least to outside ground line. 15. Crawl space ventilation minimum net area not less than (1) SF for each (150) SF. Openings shall be placed as close to the corners as practicable and shall provide cross ventilation on at least two approximately opposite sides per IBC Section 1203.3. 16. Unobstructed access to crawl space to be min. 18" x 24" per IBC Section 1209.1. 16.1. Plate washers at oil anchor bolts shall be stainless steel 3 "x3'xY4" thick and shall be used on each bolt. There shall be a minimum of (2) bolts per piece. Anchor bolts shall be located no more than 12" from the end of a piece of plate or less than seven bolt diameters. 16.2 Epoxy - grouted items specified on the drawings shall be grouted with epoxy -tie adhesive b y Simpson y R p Strong-Tie Company. Install in strict accordance with manufo� user t"� recommendations. Special inspection of installation is required. FRAMING 1 S 17. All framing shall be provided as shown on the drawings. Unless otherwise specifically provided, framing shall conform to the requirements of the IBC. 18. Foundation cripple walls shall be framed of studs not less in size than the st ding above with the minimum (wall height) length of 14", or shall be framed of solid bloc Where exceeding 4' -0" in height, such walls shall be framed of studs having the size W required for an additional story per IBC Section 2308.9. 19. Fire and draftstops shall be installed to cut off enclosed openings, both horizontal and vertical, between all floors, attics, etc., and shall conform to the requirements of IBC Section 717.4 (o bits) and 717.3 (floor). 20. All exterior wails and main cross stud partitions shall be effectively and thoroughly braced per IBC Section 2320.9.3. 21. Rafter ties maximum 4' -0" o.c. where ceiling joist and rafters are not porallel, fasten as required per IBC Section 2308.10.1. Connections shall be in accordance w/ the Table 2308.2 0.4.1 and 2304.9.1 22. Garage and house occupancy separation min. 1 hr. taped and finished per IRC R705.5.1, 45 min. door required in 1 hour wall. (1 - 3/8" solid core with closer) Garage with nobitable space above requires all bearing supports to be 1 hour rated. 23. Tub surround shall be a 6' -0" above finished floor with water resistant backing. 24. Stair Notes_ (Minimum head room 6' - 8", min. tread W max. riser 7)4" hand'roil min - 34" and mox- 38" above stair nosing, handrail to be 1-1 cross section and min- 1/2' aw from wall. Handrail ends shall be returned or shall terminate in newel posts or safety terminals_ instal fire blocking at mid stringer span and at wail along stringer. P Covw wails and soffits of usable space under stair with 5/8" type "x' Gwe. See IRC 1 015 i ` J 25. Attic vents t►on 1/150 SF of Attic area or 1/300 if 1/2 is in soffit cnd 1/2 is Y.111 r above plate line der 4?C R806 1 Provide hcges in framing rrembers of rafters and headers around coer_ir*gs in rafters to 011ow for continwous venting so rta rafter space F ; T contains roil rerted air. Z :. 26. Attpc access -mn 22' x 30' with mw: 30" unobstructed headroom, rely occessiDie ope*aN. per IRC +807.1 26 -1 M from vg hardware icy contact with pressure treated kwnber to be steel. i 04ark Travers = AA '� ?et �• ?J��IOQ �= Kcis,► ; .231S ENtPie1111011d Aelft WA SM �`c_:: `_�' --� :-'`•fit.. -,� - a • • �r D0S 11NEWW()ZG (SPECS Is C 07 ilk CO) C0 0 .0 i - m V M C. O C4 �r D0S 11NEWW()ZG (SPECS Is