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Home My WebLink AboutPermit D04-200 - NDUKA RESIDENCE - NEW HOUSEThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D04 -200 Nudka Residence 4610 South Ryan Way RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 148 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. NUDKA RESIDENCE 4610 S RYAN VVY D04-200 w r9oe City of Tukwila IC) -10"" Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Z Parcel No.: 5476800060 Permit Number D04 -200 w Address: 4610 S RYAN WY TUKW Issue Date: 01/06/2005 _ Suite No: Permit Expires On: 04/02/2007 v UO Tenant: Co 0 Name: NDUKA RESIDENCE w �. Address. 4610 S RYAN WY, TUKWILA WA m w Owner: Name: PHILIP NDUKA Phone: Address: 3625 S CLOVERDALE ST, SEATTLE WA, U. C5 Contact Person: H = Name: DICK CASSETT Phone: 206 313 -6924 Z F— Address: 9905 239 PL SW, EDMONDS WA, Z O w w Contractor: o Name: CONTEMPORARY HOMES INC Phone: 206 - 226 -7672 U co ' Address: 9905 239TH PL SW, EDMONDS WA, o F, Contractor License No: CONTEH111 ORN Expiration Date: 12/23/2007 w w. ( DESCRIPTION OF WORK: u_ O CONSTRUCTING NEW 2400 SF SINGLE FAMILY RESIDENCE WITH ATTACHED 730 SQUARE FOOT GARAGE AND 200 SF - Z DECK. U N PUBLIC WORKS ACTIVITIES INCLUDE: _ ~ Access, surface water (approved combination with footing drains), sanitary side sewer, 3/4" water meter, grading, possible backifow prevention on the fire sprinklers, and right -of -way work for z D04 -200 and D04 -201. Pavement cut in Ryan Wy. S. approved. Estimated pavement cuts in S 107th st total 408 SF. Estimated cut in Ryan Wy S totals 16 SF. Value of Construction: $345,359.40 Type of Fire Protection: NONE Type of Construction: VN Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: Y Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: Y Sewer Main Extension: N Storm Drainage: Y Street Use: Y Fees Collected: $19,009.11 Uniform Building Code Edition: 1997 Occupancy per UBC: 7 Number: 0 Start Time: Volumes: Cut 160 c.y. Start Time: Private: N Profit: N Size (Inches): 0 End Time: Fill 208 c.y. End Time: Public: N Non - Profit: N doc: Devperm D04 -200 Printed: 10 -27 -2006 QAM Wiz+ i a Cit y of Tukwila i 1908 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i Water Main Extension: N Private: N Public: N Water Meter: Y ** Continued Next Page i doc: Devperm D04 -200 Printed: 10 -27 -2006 z Z :: �D J U: 00. N J = rr to LL W O LL Q C11 �i Z E- '- O Z F- w �o U O CO; =V LL O', _ U b H: O Z .. ,� City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z H w . M JU U Permit Center Authorized Signature: ) ,Ann L A Date: U 0 UJI hereby certify that I have read and a�nin is permit and know the same to be true and correct. All provisions of law and i W ordinances governing this work will be c m with, whether specified herein or not. w O 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 perfor ance of work. I am authorized to sign and obtain this development permit. U Ud Signature: Date: �� a`�-� m _ . z & Z F . Print Name: ,q�Q- �"� U w O w 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 U suspended or abandoned for a period of 180 days from the last inspection. O H Ww LLO Z L11 U= O Z doc: Devperm D04 -200 Printed: 10 -27 -2006 ur.. �... ... - ...�.�..,.L.... _..... L.: J.: a.;,... w,,..:.�:v.....:,L;...�i�l�+w�� :i1 a.. •o4,..u. >i�:w»�s«uiIXi«u.=.:..�w aa,5wu.+,.., ..;.�,�:.:,�.:.�.:s.«..�::, m.r"s- :..•:. _. , u4.v:,sr.�.,q • 3.�'.,t.:..i - ';: Ls:.: : >:��.::., °.ilct�uJ.vati,;s::w.. ? City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 5476800060 Permit Number: D04-200 Address: 4610 S RYAN WY TUKW Issue Date: 01/06/2005 Suite No: Permit Expires On: 07/05/2005 Tenant: Name: INTERSTATE DEVELOPMENT - LOT A Address: 4610 S RYAN WY, TUKWILA WA Owner: Name: INTERSTATE DEVELOPMENT CORP Address: 7683 SE 27TH STE 153, MERCER ISLAND WA 19 OMNI Contact Person: Name: GARY WILLIAMS Address: 7583 SE 27 ST, #153, MERCER ISLAND, WA Contractor: Name: OWNER AFFIDAVIT IN FILE Address: Contractor License No: Phone: 206 571 -6197 Phone: 206 571 -6197 Expiration Date: DESCRIPTION OF WORK: CONSTRUCTING NEW 2400 SF SINGLE FAMILY RESIDENCE WITH ATTCHED 730 SQUARE FOOT GARAGE AND 200 SF DECK. PUBLIC WORKS ACTIVITIES INCLUDE: Access, surface water (approved combination with footing drains), sanitary side sewer, 3/4" water meter, grading, possible backlfow prevention on the fire sprinklers, and right -of -way work for D04 -200 and D04 -201. Pavement cut in Ryan Wy. S. approved. Estimated pavement cuts in S 107th st total 408 SF. Estimated cut in Ryan Wy S totals 16 SF. Value of Construction: $265,710.20 Fees Collected: $14,632.48 Type of Fire Protection: NONE Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 160 c.y. Fill 208 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: Y Profit: N Non - Profit: N Z Z Q QQ � 2 JU 00 NO J = H S2 LL w LL a Cj) :D = �W Z f- H O Z w U ON 0 F_ wW u- O .. Z W U= 0 H Z doc: Devperm D04 -200 Printed: 01 -06 -2005 City of Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 t Water Main Extension: N Private: N Public: N Water Meter: Y ** Continued Next Page ** c Z Z. D U O` t o o U.1 = F— LL. W O LL Q Z CY. W Z �. F— O' Z I— U� 'O N O I—. = V` ~ t~. LL. O. LLi Z U =: O ~' Z doc: Devperm D04 -200 Printed: 01 -06 -2005 H S Q Cit y of Tukwila tons Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Q � ' � Date: I In -&I S I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting f t Visl�,Re mit does n t esume to give authority to violate or cancel the provisions of any other state or local laws regulating c nstr t p nce bf work. I am authorized to sign and obtain this developme7;7 it. Signature: Date: Print Name: A W� ZZ 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. Z �Z '~ w � JU U NO CO) :r J H N U WO U- = rI— _. Z M . H O w ~ w U� O� o }- wW L Z U =. O H Z doc: Devperm D04 -200 Printed: 01 -06 -2005 T k I crl�,. g, ^sC 3 VIA gt 3188 TUK�' Parcel No.: 5476800060 Address: 4610 S RYAN WY TUKW Suite No: Tenant: NDUKA RESIDENCE Permit Number D04 -200 Status: ISSUED Applied Date'. 06/1712004 Issue Date: 01/06/2005 [L 1: 'PUBLIC WORKS DEPARTMENT CONDITIONS * ** 2: Contact the Public Works Inspector at 206.433.0179 to schedule a preconstruction meeting at least one week (5 working days) before work begins. The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 3: CONTRACTOR shall submit a traffic control plan to the Public Works Inspector for approval BEFORE beginning work in the right -of -way. 4: A sprinkler system requires a detector double check valve assembly approved by the State Department of Health. 5: Install water meters at the property line. 6: If irrigation is installed for the landscaping, the system must include cross connection control (backflow prevention), and must be approved by Public Works before installation. 7: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 8: 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. 9: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 10: Any material spilled onto any street shall be cleaned up immediately. 11: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 12: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1 V 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. 13: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 14: 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'. 15: 'BUILDING DEPARTMENT CONDITIONS * ** doc: Conditions D04 -200 Printed: 10 -27 -2006 ,._;.r:A:.�, Jv,.• fr. �. �xs` L�S3. J. i��: Y.s�.hY::7r�inl�a�u•'yi+xW=3C�R 't �;;vyui,, .� PERMIT CONDITIONS Z W � D 00 (a 0 CO W J = I— Nw w 0 J U_ Q co D = 0 �w z X F— O Z E- w w U O co �H ww LL O W Z CO) O Z nUl 0 Tt! }�b'J1LA+r v�tA Sit 1 �a - WAIT CENTER 16: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official, 17: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 18: 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. 19: The special inspections and verifications for concrete construction shall be required. 20: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 21: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 22: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 23: 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. 24: Structrual Observations in accordance with I.B.C. Section 1709 is required. At the conclusion of the work included in the permit, the structural observer shall submit to the Building Official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. 25: All wood to remain in placed concrete shall be treated wood. 26: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 27: 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. 28: 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. 29: 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. 30: 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. 31: 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 doc: Conditions D04 -200 Printed: 10 -27 -2006 �p�q�tt: �a�+ vtl', �a4! 4' R;�'?".�.4'arrs."7 ;m;Cm�'�!4Y�. 4tmhMm�aw ?�,t:so-,+M:rrt�*nrctrreru • �r.•"' xna�sr�. �r r�r,. rr. Ygr�xxtw^:-+ t, �v: r:.• Y�^ i1�, r�ti 1* aytMt r7�} rP�r�' �t?y" .�C ^.t+erar,�.+w.ixavru»,•r�nu. i i'. Z ~ W o QQ C 2 JU UO U) U) ti w LLQ CO D = �w z X F- 1 0 Z F- LU W U� O U) o� wW O .. Z w U= O Z I)Eh - r. C) cc" i1 l . �� 1J.. 63UTUKWILA, WA 1 9318 distance of 4- inches shall be maintained above the controls with the strapping. PE111WIT CENTER 32: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 33: 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). 34: 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. * *continued on next page ** doc: Conditions D04 -200 Printed: 10 -27 -2006 z Z '~ w JU U Cl) J = H N LL w 0 U - �d X z �0 z� LU W �o U 0� w W u. ~O .. z w Cl) O f- z r 6360 a�U,l Vu W A � 88188 . TuKw►l�, PERMIT CENTER 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: Print Name: Date: Cl/Z o doc: Conditions D04 -200 Printed: 10 -27 -2006 z �W UO CO 0 CO LLJ U) U W O LL C1 =W r~ _ z� F O. w LLI Do U N. O 0H W W H H LL O, .• Z U� O ~' Z City of Tulcwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 5476800060 Permit Number: D04 -200 Address: 4610 S RYAN WY TUKW Status: ISSUED Suite No: Applied Date: 06/17/2004 Tenant: INTERSTATE DEVELOPMENT - LOT A Issue Date: 01/06/2005 1: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 2: Contact the Public Works Inspector at 206.433.0179 to schedule a preconstruction meeting at least one week (5 working days) before work begins. The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 3: CONTRACTOR shall submit a traff=ic control plan to the Public Works Inspector for approval BEFORE beginning work in the right -of -way. 4: A sprinkler system requires a detector double check valve assembly approved by the State Department of Health. 5: Install water meters at the property line. 6: If irrigation is installed for the landscaping, the system must include cross connection control (backflow prevention), and must be approved by Public Works before installation. 7: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 8: 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. 9: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector before 12:00 on Friday preceding any weekend work. 10: Any material spilled onto any street shall be cleaned up immediately. 11: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 12: 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. 13: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 14: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. doc: Conditions D04 -200 Printed: 01 -06 -2005 Z ��- Z �w QQ JU 00 N co W J = �LL w �5 LLQ U� = �w Z �0 Z �5 U� ON o H- w W LL O --Z W U= O Z siev: �a�ret,, �, a�+ rrwaaarcraxerarom .�.xtusc+�rw+�xrta�t, awamexr�h� �*�*uxvyw•n�+� r wm,` r+ A+- :+mamrt�,swre+asrs�w�a.rr. <. r�r „�:�±w rri�,�t�xd�. �� ? ;� �!x' � 3??_�9'�'li 1�?�t" 't`ti� U� a:•�w ,. i City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: ** *BUILDING DEPARTMENT CONDITIONS * ** 16: No changes shall be made to the approved plans unless approved b the design professional in responsible charge and the 9 PP P PP Y 9 P P 9 Building Official. 17: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 18: 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. 19: The special inspections and verifications for concrete construction shall be required. i 20: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 21: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first y building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 22: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 23: 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. 24: Structrual Observations in accordance with I.B.C. Section 1709 is required. At the conclusion of the work included in the permit, the structural observer shall submit to the Building Official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. 25: All wood to remain in placed concrete shall be treated wood. 26: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 27: 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. 28: 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. 29: 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. 30: 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. doc: Conditions D04 -200 Printed: 01 -06 -2005 W�w }HSQV'Rt! i:!�y+p��ny�� r.ari?.e�6r'atay k'.'�c epee m.., y �:ri +=. w t v ,•r�?".^ i� : ?r<S!rrxx'*!GS 8R' FN: h7K':+ h: Xh' Yu: t7r�isi! r! !!.?.'"fi4h,- ' T$,"s{�r��"�"'i�: �" �", Sa�R9,? i? V' ��i.., ..:,.a'f'J4�'�r, #+�*^.i**nn*.. ., �' �` =" i:;'.��..eru.«.��i: .� �, e.:.kd:.w .+.. M,w � �a�: J�. �.. ae...+ n-. n ...n.«t«lri.:+.r..:..:►.iy..m _ _. � Z ~w � �U 00 N J = F— w LLQ co D T F .- W z F- F- O Z F— W5 0 (o 0 F— wW F� LL O Z 0 O Z City of Tuh, it r�na Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 31: 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 Z distance of 4- inches shall be maintained above the controls with the strapping. z 32: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of �w Public Health - Seattle and King County (206/296- 4932). 00 N o 33: 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). H to w0 34: 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 U_ shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the N O Building Official from requiring the correction of errors in the construction documents and other data. H = Z �. * *continued on next page ** I— O W ~ w U O N C1 H W W �. W —O .Z W U= 0 Z doc: Conditions D04 -200 Printed: 01 -06 -2005 .'1; ..i�•Qri, :.:t.� .r_ f� *u 'F1 «A•S ?:w;UB�.�t Cd}ii.;':r ;i}�a4 :W.t.S�fdvs'+V+�Y.3::w.�t� vta.w: fi a::.r.l.+t «tire `vAU:1M1Y.kAbwliljii. 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 conspfc or the performance of work. Signature: Print Name: LCiAr�s Date: 1"'� D-5 doc: Conditions D04 -200 Printed: 01 -06 -2005 ,... ,. .. ,.i.:,.,,., ,' •,., �. r.. V �.r.�;:tw ..,e.;+.... ,.•eua...: w� ... t: � ..tr:a,. Ndsx!?. N:.: azilw�:1+AtC+:�x.::15in:w,i:d,' �,n:•:; Z �Z �W J U UO CO CO J F. CO LL WO U - cf) �W Z= it F- O: Z !— W Uj �0 U O— 0H WW HF LO .. Z W U =` O iF- Z Cil of - T ukwila - S teven M. Mullet, Mayor O 2 Department of Public Works James F. Morrow, P.E., Director G) 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-433-0179 Fax: 206 -431 -3665 1908 Web site: ci. tukwila. wa. us WATER METER INFORMATION Parcel No.: 5476800060 Permit Number: D04 - 200 Address: 4610 S RYAN WY TUKW Issue Date: 01106/2005 Suite No: Permit Expires On: 05/14/2007 DESCRIPTION OF WORK: CONSTRUCTING NEW 2400 SF SINGLE FAMILY RESIDENCE WITH ATTACHED 730 SQUARE FOOT GARAGE AND 200 SF DECK. PUBLIC WORKS ACTIVITIES INCLUDE: Access, surface water (approved combination with footing drains), sanitary side sewer, 3/4" water meter, grading, possible backlfow prevention on the fire sprinklers, and right -of -way work for D04 -200 and D04 -201. Pavement cut in Ryan Wy. S. approved. Estimated pavement cuts in S 107th st total 408 SF. Estimated cut in Ryan Wy S totals 16 SF. ! Cascade Water Alliance (RCFC): Y TOTAL WATER FEES: $2,688.00 $2,088.00 $0.00 $0.00 doc: PWWATER D04 -200 Printed: 11 -21 -2006 Z �w oC � UO (0 Cl W= J CO LL �O u- � a. �W Z H i— O Z F_ UJI W U O � o ff WW HF LL Z U= O F " - Z METER #1 METER #2 METER #3 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: 5204p04 Connection Charge: Y $60.00 $0.00 $0.00 Installation: Y $490.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: $600.00 $0.00 $0.00 ! Cascade Water Alliance (RCFC): Y TOTAL WATER FEES: $2,688.00 $2,088.00 $0.00 $0.00 doc: PWWATER D04 -200 Printed: 11 -21 -2006 Z �w oC � UO (0 Cl W= J CO LL �O u- � a. �W Z H i— O Z F_ UJI W U O � o ff WW HF LL Z U= O F " - Z J �Y41LA, fy Cat o ' Tukwila S teven M. Mullet, Mayor of Z Department of Public Works James F. Morrow, P.E., Director -� G) 6300 Southcenter Boulevard, Suite #100 WN 2 Tukwila, Washington 98188 Phone: 206 - 433 -0179 1 9Ov '~ti •..w... Q N • � '' � Fax: 206 - 431 -3665 Web site: ci. tukwila. wa. us WATER METER INFORMATION Parcel No.: 5476800060 Permit Number: D04 -200 Address: 4610 S RYAN WY TUKW Issue Date: 01/06/2005 Suite No: Permit Expires On: 07/05/2005 DESCRIPTION OF WORK: CONSTRUCTING NEW 2400 SF SINGLE FAMILY RESIDENCE WITH ATTCHED 730 SQUARE FOOT GARAGE AND 200 SF DECK. PUBLIC WORKS ACTIVITIES INCLUDE: Access, surface water (approved combination with footing drains), sanitary side sewer, 3/4" water meter, grading, possible backlfow prevention on the fire sprinklers, and right -of -way work for D04 -200 and D04 -201. Pavement cut in Ryan Wy. S. approved. Estimated pavement cuts in S 107th st total 408 SF. Estimated cut in Ryan Wy S totals 16 SF. METER #1 METER #2 METER #3 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: 5204p04 Connection Charge: Y $60.00 $0.00 $0.00 Installation: Y $490.00 $0.00 $0.00 j Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 i Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: $600.00 $0.00 $0.00 Cascade Water Alliance (RCFC): Y $2,088.00 $0.00 $0.00 TOTAL WATER FEES: $2,688.00 doc: PWWATER D04 -200 Printed: 01 -06 -2005 ',..;,...,... -. �': .: ', t..'.. , ;.. ,Fw ;, .+.. c; w. tla:;..: i` ...:L..,iu,:..ba::: «,:..;..11.. i .r d.:..A.� .:w4n.',wi , x.n�:,uR�."' 'w�.�d4iw t:.u:.F 1/+. v. as +ew +aakaw+J:•:.s+nP•::'•:aiN:: 1oLtx asile6Un4+�tn" _ Z �W JU UO N CO) LLJ J = F- N ur W O LLQ a = W Z �. 1-- O Z F-- W W U O CO o }- WW H Fv LL -- O ui Z U= O Z "A w CITY OF T UKWI,� o Community Development Department Public Works Department Permit Center 1D0° 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and Plans must be complete in order to be accepted for plan review. A-t 1 4- Applications will not be accepted through the mail or by fax. ** ** Please Prnt ?: .:..::. _:' <x -tom• :,,' .l 5 F. .5 .Y 1''f "1'�Y 'f t. '.�! 'd...? :Y .t i :,• < L',.'ft ,I � iw � t �. ; 4 � Y+ Y`•1...� i tis :t�;i,• ",sY! , .a :'��.:,;' y Tenant Name: Property Owners Name: Mailing Address: FZI P3 King Co Assessor's Tax No.: ��l �� VOC Site Address: �� G�C`�- / �•' �`�%�� Suite Number: Floor: Mailing Address: GENERAL CONTRACTOR INFORMATION t Y 1 r New Tenant: E] .... Yes No Company Name: T Pe_A f Mailing Address:1� Company Name: z 71/4 Z° Mailing Address: City State Zip Contact Person: C(Y Vv f 11 Day Telephone: E -Mail Address: Fax Number: "e: z �> Contractor Registration Number: Expiration Date: * *An original or notarized copy of cur Ant Washington State Contractor License must be presented at the time of permit issuance ** ` A. ►RCHITECT OF• RECORD: ; All,plags must be reef stamped by Archttecf o�'Record � It " $ ' �'� Contact Person:_ E -Mail Address: NGINEER-OF, RECORD Company Name: ; 44 •,� , ICk7t Mailing Address: Ins must be wet stamped,y Engineer: o Record �" "�• ` City �1 State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Napplicationstpennil application (3 -2003) 3/2003 Page I .. fiR�' 4UNA' s1 ,'! �Y! 5t! �C? T,'!?°^. Yt+' 1'3'R9!'.t^.q ".t�!M CN1! . s* 71+ �1wn" �T��7M??r!.' �?. ��,. h' �*+ ��xn' i'{•! »arsi't«�¢ttr.:�rr..w7rr..:ttYh t�L�.vM! vex+ 771`: M+ �r, �YIY£° yn< v<9"'; r�' . 7o ' r• #`�t',t�.'wx{'f4'�%"1+'yr^;�'". K ..+rJr.rasm t.,:..+•..;�,;« . �..++.... x». �mv :••mm.+..e�eaeealv�.ir.++r•.n L,�.:..:...: ::. d Ak__ lr d ill Fr City State Zin Fax Number: ;�eq (C- ^, --o/ 0, :f co c' I l)'(,) v rb M U/ / I)e G'Uilt LTG' City State Zip. Day Telephone: -�2 5 " Fax Number: ZS " e,7 �b � Z ~ w W� JU UO CO co W J = F- (D w WO 9_ J LL Q = �. W Z Ci— f- O Z F_ W �5 U� ON o �- W H F- LL F- W U= O Z E -Mail Address: a Or Valuation of Project (contractor's bid price): Scope of Work (please provide detailed information): r 000 Existing Building Valuation: $, ill there be new rack storage? ..Yes. No If "yes ', see Handout No. for requirements. Provide All Building Areas in Square Footage;Below PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwell ing, provide the following: I Lot Area (sq ft): b 731� Floor area of principal dwelling: .Z q 0 0 Floor area for accessory dwelling *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard Compact: Handicap: Will there be a change in use? '....Yes &No If "yes ", explain: 7 7j1 FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm None . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? [-] ..Yes []..No Ij" yes ", attach list ojmaterials and storage locations on a separate 8 -112 x I I paper indicating quantities and Material Safety Data Sheets. lapplicationalperntit application (34003) 3/2003 Page 2 Z W � �U 0 Cl) 0 J = H CO LL WO LLQ to D T F— W Z H WO �5 U� N 0H WW H� �O Z W U= O Z 1' Addttion to Type of Type of Interior Existing,' Construction Occupancy per - Existing Remodel Structure. :. New per UBC UBG :. l .,Floor: - . � , ✓�, 2 ,. ,Floor. , 3 .: Basement (� Accessory . Structure *„ ',Attached Garage -, 30 Detached-Garage: Attached,Carporr Detached Carpgrti; Covered tDeck :..'::.;..:.; 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) *For an Accessory dwell ing, provide the following: I Lot Area (sq ft): b 731� Floor area of principal dwelling: .Z q 0 0 Floor area for accessory dwelling *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard Compact: Handicap: Will there be a change in use? '....Yes &No If "yes ", explain: 7 7j1 FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm None . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? [-] ..Yes []..No Ij" yes ", attach list ojmaterials and storage locations on a separate 8 -112 x I I paper indicating quantities and Material Safety Data Sheets. lapplicationalperntit application (34003) 3/2003 Page 2 Z W � �U 0 Cl) 0 J = H CO LL WO LLQ to D T F— W Z H WO �5 U� N 0H WW H� �O Z W U= O Z 1' Call before you Dig: 1 -800- 424 -5555 Please. refer to PuhhcVorks Bulletin, #1 forlees and estimate'sbeet Water District Rlsjukwila ❑... Water District # 125 ❑ .. Highline ❑ ...Renton ❑ ...Water Availability Provided Sewer District Tukwila ❑... ValVue ❑ .. Renton ❑ ... Seattle J .Sewer Use Certificate E] ... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted 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 [ .Easeme ❑ . Maintenance Agreements) ❑...Hold Harmless �GV I - c)k L tv% — p pp Proosed Activities (mark boxes that al y): k(, ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance efil Construction/Excavation/Fill - Right -of -way Non Right -of -way ✓ ..Total Cut t tp o cubic yards Z ... Total Fill 2Zo cubic yards Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ ...Permanent Water Meter Size..." ❑ ...Temporary Water Meter Size.. " ❑ ... Water Only Meter Size............ " ❑ ...Sewer Main Extension ............Public _ ❑ ... Water Main Extension ............. Public ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance S to�� = �9o85F z 50 ❑ .. Work in Flood Zone ZyCL , S z -- rasr-)(V( o J ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ .. Curb Cut ❑ .. Channelization ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ .. Looped Fire Line �,. Utility Undergrounding m WO# Z a O�n v�/ WO# WO# ❑ ... Deduct Water Meter Size ........ " Private Private FINANCE INFORMATION Fire Line Size at Property Line _ ❑ ... Water ❑ ...Sewer Monthly Service Billing to: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip VpplieationApermit application (3 -2003) 312003 Page 3 Z W JU 0 to o co W W = H CO LL WO LL a N :3 =d W Z F-- ZF- W W U N 0 1-- W H� u O W Z CO O Z Scope of Work (please provide detailed information): V t Lo W DOA -2-00 K- 'Zo Indicate type of mechanical work being installed and the quantity below: , :Unit:TYPe; Qty. Unit..T " e. ` Yp • R1VII INF'ORMATIt)N= ��2b6�= 43:1.3670. ': ;�� .� Unit Type: YP 11 Y L. -.�!a .y�.t, y,', `.yG • t �.5. ` � j t' .N :+ 1( •'f: '�7J� • \..fit .1 . �Ye!�;'1. � 'f�: � t :y,..V'�� 1 ' y �t, -it's y , t4,Y v .;�� r� y • � . � �...t' 1. i �'j' 'f:r'f .,�., f ' .� � .l v. f .,' F i . `�• 1. . � , � _ ! �; MECHANICAL CONTRACTOR INFORMATION Fumace <100K BTU Company Name: y i n ' s _ c� Other Mechanical Equipment Mailing Address : _101 ... L0 W' g� D L j� Contact Person � L C ity State Zip Day Telephone; E -Mail Address: Fax Number' Contractor Registration Number: Q��/ S �} (, L-� ��_ Expiration Date: ( 1 1 , 06 7 Y * *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): $ / Ventilation Fan Scope of Work (please provide detailed information): V1 n 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Use: Residential: New ... . Replacement .... Commercial: New .... Replacement .... 30 -50 HP /1,750,000 BTU Fuel Type Electric..... Gas.... Other: Appliance Vent Indicate type of mechanical work being installed and the quantity below: , :Unit:TYPe; Qty. Unit..T " e. ` Yp • Qty Unit Type: YP QtY Boiler /Com ressor.` p. Qty Fumace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator - Comm/Ind IT = APPLICATION MOTES =; A plicable;to`all: ermils >In this: a lication t a4 K l P � 1P�. T. 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 HE BY C TIFT THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENAL O E� U Y THE �WS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILD G O ER O Z D AGE N Signatur T. k' • Date: Print Name: Day Telephone: Mailing Address: 3 c_S r--� 2 City / State Date Application Accepted: I Date Application Expires: St itials: z, 7 — L0 UpplicationApermit application (3.2003) 312007 Page 4 > a,r- +'+t�rnSfV,a41 i+' 1" a.+: ntNrf. wtaY. 'W1'GVra I Z ~ W UQ N W= H WL WO La = �W Z H ZO W �5 U� ON 0H W 2 F- u O Z W CO ~O 1- Z PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME PERMIT # 1. 2. 0 a APPLICATION BASE FEE Enter total cost for each improvement category: Ge� I _<:5r �. Erosion prevention Water Sewer Storm water Road /Parking /Access A. Total Improvements Calculate improvement -based fees: B. 2.5% of first $100,000 of A. _ C. 2.0% of amount over $100,000, but less than $200,000 of A. _ D. 1.5% of amount of $200,000 of A. _ TOTAL PLAN REVIEW FEE (B +C +D) (4) 5. GRADING Plan Review and Permit Fees � $ --1 . (5) Enter total excavation volume -��/ ( : ubic yards Enter total fill volume BW 6 ;�O'Zcubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. QUANTITY RATE IN CUBIC YARDS Up to 50 CY Free 51-100 $23.50 101-1,000 C37.0 1,001— 10,000 125 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. r 17YRnF TI IKWII A �!N 7 2 004 'ERM11' CENTER TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (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 05.13.03 �%OOV .�'1_ .'.R?I. GYM/ Mi+': hT. �M.`• P—.-. w•M x.. i+ rv.rn..r•M +n %•ii•w... .......,. M .Mxww � +wr.v.. -:.. ..e . .: F��ivw.w.w�.t^^N ._ _iti ^i �' Wn+ w�nrtMaWVMr• n. n. n+ aN� <rwnsrv..w�•w-...kw+wrM.•..••�. ... ... ?M1:li +:'"•"Y.i�sx MlN:avv....�.. tv NS��_ $250( v r r� i ♦• z �z �w 2 JU UO M C0 LU J = NU. w U_Q co D T �w z H F- O z �_ W U� ON o�_ W U _ z LLi U= 0 z PUBLIC WORKS BULLETIN 1A 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) "� Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of existing roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement mitigation fee. 1� n Approx. Remaining Years OR Pavement Overlay and Repair Rate (p er SF of lane width 0 -15 100% 10.0 1.5 -10 75% 0 10-7(50%) 5.00 5 33% 3.30 5-2(25%) 2.50 10% $1.00 0 -1 $0.00 S . to 7j z--5t i — GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5_ Q UANTITY in CY RATE 50 or less $23.50 51 - 100 37.00 101-1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001– 10,000 $194.50 for 1 1000, plus $14.50 for each additional 1,000 or fraction thereof. 10,001– 100,000 $325.00 for the 1' 10,000, plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1' 100,000, plus $36.50. for each additional 10,000 or fraction thereof. Approved 09.25.02 2 Revised 03.18.03 t .- 59AF4 05"13„03,.., o 'Ali ( 9 z ~w 2 .� U UO ND co W J = C0 U- w LLQ co D = F- w z ZO LU W U� O� 0H W F- Lo w z U co H= O~ z } PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS / A. Water Meter — Deduct ($25) B. Flood Control Zone ($50)- w C. Water Meter — Permanent* /' ix 2 D. Water Meter — Water only* o E. Water Meter —Temporary* Co 0 * Refer to the Water Meter Fees in Bulletin 1 J H Total A through E $ (9) w 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ N a C. Ryan Hill Water (Ordinance 1777) $ = w D. Special Connection (TMC Title 14) $ Z E. Duwamish $ O F. Storm Drainage Mitigation $ w w G. Other Fees $ o Total A through G $ (10) o cn o E- w W i~ DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE U CO This fee includes two inspection visits per required inspection. Additional inspections (visits) z attributable to the Permittee's action or inaction *shall be charged $47.00 per inspection. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 K, F#" " _. — FIT �,TTY ESTIMATES OF THE EXPECTED CUT AND FILL VOLUMES REasnf r NOV 18 2004 TUKWit.., PUBLIC WORK,::: !)o y -aoo Z Z w _ 00 cl) 0 cl) w W co) LL W 0: J. u- cl) CY W Z F— 0; Z F—: W LI JI co) .0 uj LL iii z U CO. O Z z • s NOV 12 un 03s 1'7p G. T. Wi ] ] a.�ms 206--230- 0120 p, i r Nc�v -Y t -ud n7 :29A M1►•MnrC'�xS, 206 Bel 7712 P.O] j Ali tAA CSI �• ��' CO., ING by i NoWmBER 12,7004 0 0 GA1RY WILUAMS ONSI T'E CUT RSTXMATE ►T--- ._ 160 yde. LOT A--- --•- - - - - -- -- $7yda. OF CUT ESTIMATE - -30 yda. ONSI PILL ES TIMATE LOT A ---- ------------ 209 yds. LOT D------------- - - - - -- 113 ydA. OPFSITE ML ESTI - --39 yau. • P.O. gnat 9094 XW6w vd, WA 9W73� M (1061 i i i 4 i i ^ i 4 i i i i t)0 1)10 -Do A ov' 3 ' 0i m Z - Z. D UQ co W = J f.. cl) LL WO J LL ?' N d = W Z� E— O Z 1— W �p O N W H u. O �Z U =, O Z C o py ESTIMATE FOR THE TOTAL COST 0 OF CONSTRUCTION FOR THE a- RIGHT OF WAY WORK O kL j i l t , NOV 18 2004 - FUNVVI4.r., PUBLIC WORKS boy -aoo Z �W; JU 00, CO) N W. W O 9 -j LL Q' N D , H W ? H. I- O Z E-- W LIJ Dp U O� �H W U W -O .Z w U =. ~ O�' Z vu- � .3 --,3 Y5 z -49 _ 0 Cf) m Z** 0 m 0 0 0 .c mm -1 z 0-4 M > -n O , n c -4 F — X m m cn 00) 00 .0 r- rn Al Z 7'i :r z via- c4i� 7�7 oil I iii 7Z co I iii 4 � ti 4 ® rI4 r 9j -b 0 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY, OF THE DOCUMENT. r - Lip- �_o 1 I RE QUAY ESTIMATE FOR THE TOTAL COST OF CONSTRUCTION OF PUBLIC WORKS ITEMS ON -SITE RECEIVED NOV 1 E 2004 PUBLIC WORKS ��aoa Z Z . W. D JU UO CO W = J �. T U.' W O W Q. Cf = W H Z F- 1- O Z I- 2 5 U� O N ' 01-- W W. -O Z LlJ N 1- H O Z .✓ J Lip- �_o 1 I RE QUAY ESTIMATE FOR THE TOTAL COST OF CONSTRUCTION OF PUBLIC WORKS ITEMS ON -SITE RECEIVED NOV 1 E 2004 PUBLIC WORKS ��aoa Z Z . W. D JU UO CO W = J �. T U.' W O W Q. Cf = W H Z F- 1- O Z I- 2 5 U� O N ' 01-- W W. -O Z LlJ N 1- H O Z =f s t L G.� Z ��- Z Q w W� UO Cl) 0 w = H NLL w LL = Cf) = w Z� ZO W w D0 0 1— W W. LL 0 ui z U= oF- z 5 _ t t L G.� Z ��- Z Q w W� UO Cl) 0 w = H NLL w LL = Cf) = w Z� ZO W w D0 0 1— W W. LL 0 ui z U= oF- z .91 zip ILPIO %.ft3. 4L W-V a r .1 -I'm w I fa %0 I ;5 MC ;l t 3, & -40 s I . W. I c:wmo .c'� :z fill - 3531- L42- 9 1 + A Z C 2 00. CO) 0: C0 w Wm -J H (1) LL Lij 0 LL CY W 0 z �- W LLJ 2 :5 D Q (L) cl)� 0— 0 F- LU w o LL - z Cd CO) O Z Map Page King County Parcel Map and Data 6800040 _ 5476800441 ( 5476800261 5476800050 I 7 54768040451 w 0323049149, 5476800253 2 3476800455 5476840062 k . �s 5476800060 7680o 5476800064 7 i - S - 1 0 77 H 0323049030 5476800d68,� 5476800090 5476840094 5476800069 IZi {G� 2042_KIng.Cauntya,,, 5476800070 R 104ft Parcel Number 5476800060 Address Zipcode Taxpayer NDUKA PHILIP The information Included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such Information. King County shall not be liable for any general, special, Indirect, Incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or Information on this map is prohibited except by written permission of King County." Page 1 of 1 PERMANENT FILE Copy King Count I GIS Center I News I Services I Co mments I Search By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details. - De el- 20V http://www5.metrokc.gov/parcelviewer/Print asp 12/07/2005 ':;..,ai .F.' ,. �.. ..; Z' r..iz,s.. ,.:.: !. F+,,.ii � ,..; s,._✓.. Etr;,. n-. e,:3<: r�: f��:. 7c�..: �.. wx.. r.@ �+' kit:.. 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O. .. z UN H O z y ' 4 City of Tukwila ' reoa 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1 Z j RECEIPT Z W. Parcel No.: 5476800060 Permit Number DO4 -200 v. Address: 4610 S RYAN WY TUKW Status: ISSUED v p Suite No: Applied Date: 06/17/2004 co W Applicant: NDUKA RESIDENCE Issue Date: 01106/2005 I W O ' Receipt No.: R06 -01722 Payment Amount: 1,187.20 Q � d Initials: JEM Payment Date: 10/2712006 09:05 AM W User ID: 1165 Balance: $0.00 Z H ZO ' W W Payee: PHILIP NDUKA p U TRANSACTION LIST: = W U Type Method Description I— Amount LL �. ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Z Payment Check 1353 1,187.20 W (D O � Z ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 896.00 PLAN CHECK - RES 000/345.830 291.20 Total: 1,187.20 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 5476800060 Permit Number: D04 -200 Address: 4610 S RYAN WY TUKW Status: ISSUED Suite No: Applied Date: 06/17/2004 Applicant: NDUKA RESIDENCE Issue Date: 01/06/2005 Receipt No.: Initials: User ID: R06 -00328 JEM 1165 Payment Amount: Payment Date: Balance: 3,189.43 03/101200612:19 PM $0.00 Payee: CONTEMPORARY HOMES, INC. TRANSACTION LIST: Type Method Description Amount - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 10464 3,189.43 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- SEWER - ALLENTOWN /RYAN 402/379.004 3,189.43 Total: 3,189.43 f z � �Z W UO N CO) J N W W� LL Q Nd = W H ? H- I- O z F- W W U� O N C3 F- W H � L L W z H =. O z it A �... Cit of Tukwila Igoe Y 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 5476800060 Permit Number: D04 -200 Address: 4610 S RYAN WY TUKW Status: PENDING Suite No: Applied Date: 06/17/2004 I Applicant: INTERSTATE DEVELOPMENT - LOT A Issue Date: Receipt No.: R05 -00013 Payment Amount: i Initials: SKS Payment Date: User ID: 1165 Balance: Payee: CAPITAL GROUP, LLC TRANSACTION LIST: Type Method Description - - - - -- Amount Payment Check 4775 13,059.30 ACCOUNT ITEM LIST: j Description } ------------------------------ BUILDING - RES i CASCADE WATER ALLIANCE PLAN CHECK - WATER METER PW ADDL PLAN REVIEW PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW t PW PAVEMENT MITIGATION PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE WATER - ALLENTOWN /RYAN WATER CONNECTION } WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE Account Code Current Pmts 000/322.100 1,923.35 401/386.550 2,222.00 000/345.830 10.00 000/345.830 207.07 000/342.400 72.00 000/345.830 37.00 000/344.101 1,020.00 000/342.400 828.29 000/345.830 755.29 000/386.904 4.50 401/379.004 5,389.80 401/379.002 60.00 401/342.400 15.00 401/386.520 490.00 401/343.405 25.00 13,059.30 01/06/2005 01:41 PM $0.00 Total: 13,059.30 'V doc: Receipt Printed: 01 -06 -2005 r z Z JV UO U) J F-- LL W O LL Q =d LL Z F.. H O Z E-. 5 VO ON � H W Lu H U LL- O �z (J)_ O t~- . Z City of Tukwila 199 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 i (206) 431 -3670 RECEIPT Parcel No.: 5476800060 Permit Number D04 -200 Address: Status: PENDING Suite No: Applied Date: 06/17/2004 Applicant: INTERSTATE DEVELOPMENT - LOT A Issue Date: Receipt No.: R04 -00741 Payment Amount: 1,573.18 Initials: BLH Payment Date: 06/17/2004 01:19 PM User ID: ADMIN Balance: $2,024.35 Payee: CAPITAL GROUP LLC TRANSACTION LIST: Type Amount - - - - -- Method Description - - - - -- Payment Check 4671 1,573.18 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- f PLAN CHECK - RES 000/345.830 1,250.18 I PW BASE APPLICATION FEE 000/322.100 250.00 PW PLAN REVIEW 000/345.830 73.00 Total: 1,573.18 y; -1957 06117 971 TOTAL . 1573.19 doc: Receipt - -° -- - Printed: 06 -17 -2004 z �Z ;~ w JU UO cn 0. co LU J = �- NLL Li La U� = a �w z E- z kr- U 0. O - o�- W W. 111 z U= OF- z INSPECTION RECORD 60 `/- z dc Retain a copy with permit F NO. PE IT CITY OF�TUKWILA BUILDING DIVISION IRE 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Project: &AZI Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: / /- - Z p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: I I spect 1 � Date: /� I� $� 8.00 REINSPECTI N FEE REQUIRED. Prior to inspection, fee`must be � {,paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: z Z' �W QQ� W UO CO 0 w� Lo LL W O J LL j a �W z H ZO WW U� O� o l— WW F- �O W z U co 0 z INSPECTION RECORD Retain a copy with permit y INSPECTION NO. P R I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3(6 1 41 Project: n IWOM Re Type of Inspection: F�AML Address: Date Called: Special Instructions: Date Wanted: 0 Requester: e -57 Phone No: Approved per applicable codes. Corrections required prior to approval. =� NJ � "to_ N 1 ----M �— MA I 4 w M IM 4501 ' J Inspecto Date: Receipt No.: Date: ::1 $58:130 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. z J Z I W JU UO ` W= No W LQ - d = W �O z �- W W U� O CO. WW �U W Z W U 2. o� z �`ot7P.,•��lfrtd$'' �•'• �' d16�: i�5dit• 4:+ 3�" ��Ittr�t�i5`' c. +::iin`r.t.X:�.:�;5,:tFkukt,,; INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER T N0, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206) -3q7 Project: �f i Type of Inspection: Address: 1 5pecial'In ' structions: Date Called: D e Wanted: a.m. Requester: Phone No: teceipt No.: Date: Z �Z �W _ L) 00 to o J � �LL WO 2� UQ 2 �W Z H f- O W 5 U� ON 01-- WW 3:0 LL W Z Cl) O Z L__J paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD c ,! Retain a copy with permit U INSPECTION NO. I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 E Project: Type of Inspection: /" Address: / / n C�1 lC , ate Called: Special Instructions: ate Wanted: a.m. Requester: - Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: S,o17e Receipt No.: Date: $58.00 REINSPECTION HE REQUIRED. Prior to inspection, fee must be paid'at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. ' I (206)431 -367 I Z = f' �~ W �QQ � J UO N J = F- N LL WO J LL Q N =) = �—W Z F- F- O W LIJ �p U ON 0 H WW H LL 111 U= O F-' Z INSPECTION RECORD Retain a copy with permit ZU INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION A 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Z(.�` ( Cl 7�( Address: Date Called: cCoil I( ; d 0 lo Special Instructions: I Date Wanted: OX tv �- 7 P.A��S I Requester: Phone No: R U KJ _, �) 9 y Approved per applicable codes. Corrections required prior to approval. l- NCO TCyc 'g0 ; 5 �7 ss5� �,A. -A � COMMENTS: Z(.�` 7�( I. j i I O t rrtt ea. I (4 o Tv Y 0 i i p ip& ' ' t I --- I -- Q— Inspector: Date: Xi ! $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: F c 0 Z }- Z �W QQ� JU U N o W= J �U- WO La LLI U� = ? F- 0 Z F- W LLI �O U o F- WW F- u. O -- Z UN O Z INSPECTION RECORD Do4 -2D0 Approved per applicable codes. i� COMMENTS: FLrtOV L-'—" ( l !f/X/ 010 >q l J� L� (iu'6 6 %fJw� tit I -" � l7wIllor /y, 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: NJ u Ka Res. Type of Inspection: t" W �i ry-'\' Address: q6 -S q n VVV Date Called: 11 Special Instructions: f ! 0 �vXZ� x 7 /41 f ca i; X 6 �' �w LG l Date Wanted: Q a .m. Requester Pic K Phone No: ,)) 20 -3 13 _ 6 C Corrections required prior to approval. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z ~ W JU UO Co 0 L WO LLQ = �W Z F— H O Z I-- WW U� ON OH W F LL tll Z co O Z INSPECTION RECORD Retain a copy with permit INSPECTIOP NO. P CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 7 Pro ject: Type of Inspec 'on: .� v Ce, Address: 4 o l py Date Called: Special Instructions: Date Wanted: Requester: Phone No: leceipt No.: Date: I Z Z �W QQ� JU tU 0 ND C0 W J H C0 O W J LLQ N� = a F. W Z F- l'- O W ~ W U� O- �H W O W Z U= O Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit Z)1) `l INSPECTIO 0. PER ko' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 67 Project: Type of Inspection: � I /,L Ad ress: L/ 4�' S /? Y") Date Called: Special Instructions: Date Wanted: a.m. / /-- / y- 0 G Requester: Phone No: 6- 3 Approved per applicable codes. Corrections required prior to approval. Inspector:// Date: �/ f $58. REINSPECTION F REQUIRED. Prior to inspection, fee must be ..:J — L9nn f_..1L'___e_.. n1..J r.J— Inn P'_11 — - __L_J..1 __—._ Receipt No.: Date: a Z Z �- iH W Q r JU UO W� N LL WO 9 - LL Q Nd = W �_ �O z �- W 5 U� ON o F- WW H U' L o Iii U= O z INSPECTION RECORD Retain a copy with permity" alb INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: .vU S.1 u(s S:L&—U Address: v S Date Called: (') )3 b C, C.JCI� v w' 0U ' C- Special Instructions: Date Wanted L a 2z m. o r. 2 c Requester: Phone No: Approved, per applicable codes. Corrections required prior to approval. wop COMMENTS: .vU S.1 u(s S:L&—U U Cc tiv, v 0 — w tk� (L7�.'tk v w' 0U ' C- -�7) v c) 4(0 1 U o r. 2 c Inspector: ' 1 Date: 16 / u / Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. _w. Z `~ W JU UO N J � co LL WO LLQ Cl) 2 �W Z H N O W ~ W U� ON o�- W xU -O . Z . W U= O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM ,,CITY OF TUKWILA BUILDING DIVISION / 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project Type of Inspection: aAA1 Address: t 4 'tb Date Called: C� Special Instructions: Date Wanted: I t " 14 a.m. p.m. Reque ter: Scat Phone No: '4 w L a Approved per applicable codes. Corrections required prior to approval. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection, Receipt No.: Date: i 1 5, Z Z � W QQ � JU U0 Cl) C0 LLJ W = �LL u.l 0 U. C') 0 = Z F- F- O W W U 0- OH W F- W 0 ll! UN P _ O F- Z INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: �� -A IN 9Y M Ad rgss* W Date Called: -7 ! ) Spec (( iaall Instructions: Date Wanted: a.m. p.m. Reque r: /U S (_Z) ! ! Phone No: , El Approved per applicable codes. Corrections required prior to approval. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. I Z Z. �W QQ� W UO N J = �LL WO U- a. �d = W H Z ZO W �5 U� co o ff WW H� .Z W U= O z IN 9Y M 1 . ..0 $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 QQ� W UO N J = �LL WO U- a. �d = W H Z ZO W �5 U� co o ff WW H� .Z W U= O z 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: C Add r s�:� Date Called Special Instructions: Date Wanted: a.m. P.M. Reques Phone No: q / t M Approved per applicable codes. Corrections required prior to approval. COMMENTS: S - 1 ob a - r - 1 .• � � J Z Inspector: � Date: L(fe U }bBXo REiN51PECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 7 ate: Z J=- Z �W J UO N co W J I_ to LL W 0 �Q CO = �W Z ZO 5 U u1 0 F- W W_ L —0 U= O~ Z �•i".:'+`^n r'Yt^�"'t^ .'cc,..rwyn. ,,,;.c ... JYJ1?�'�*... ' . T � __ _ _ _ _ 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 J Project: t 1 ( Type of Inspection: '7/Z' L06 Address: ( Date Called: - 7�� Speaal Instructions: I Date Wanted: a.m. _y P.M. Requester: �C Phon No: t _ Approved per applicable codes. Corrections required prior to approval. COMMENTS: '7/Z' L06 I' Cwfij ND. i l w�.tivti nspector: Date: ,ecelpt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z = I" �W JU U l7 CO) ILILI J= tLL o WO 9 - L? N = W H ?H ZO WW U� 0 cl)_ 1— WW H� LL O .. Z W U =_ O H Z INSPECTION RECORD v � / _ z Retain a copy with permit "j INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 _ W r. i Project: Type of Inspection: SS Ad ress: Date Called: d� Special Instructions: Date Wanted: a.m. P .M. Request r: � 1v Phone No: M Approved per applicable codes. Corrections required prior to approval. i i t COMMENTS: � � U 6 �/l� t �J /- c & 2 e L"v f nspector: /M Date: CS /06 receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z JU UO U C0 UJI W = �U- W 9-1 LL U� = a W Z = H F- O Z H U� 0 H Ww LL —0 W U= O Z 0. INSPECTION RECORD Retain a copy with permit Dot-/ Zap INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 f Pr ject. �^ Type of Inspection: �( Address: ,% w o Date Called v Special Instructions: Date Wanted: a.m. p.m. Requester: o"i sC_o Phone No: i Approved per applicable codes. El Corrections required prior to approval. 4.: F COMMENTS: Inspector: U Date: I / r $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 = Z W. JU UO to Cl co W W = U) LL WO � ?. � = W Z l.. Z� LLI U� 0 t•- WW H H 111 Z N F- . O Z INSPECTION RECORD Retain a co INSPEC No. copy With permit -' PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 Project: � Type of inspection: Address: U 40. , A.* An ate Called: Special I structions: I Pfate Wanted: a.m. Requester: '- Phone No: L Receipt No.: Date: - � I �;- I' if 1 � Z Z. W Q 2 W U. UO C0 LU U� J � N LL WO 2� LL Q C0 = �.. W Z H F- O R W U ON o�- WW F- LL O .• Z W U= O f- Z paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD etain a copy with permit 0v INSPECTION N NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Project: Type of Ins ectio S Addy; s � � � LA) Date Called: Special Instructions: Date Wand: b 1 0 p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. t t 1 k)S . 7 Inspe r: Date: $58.00 REINSPECTION FEE R MIRED. Prio to inspection, fee must be i pay at 6300 Southcenter Blvd., Suite 100. all to sechedule reinspection. Re pt No.: Date: Z Z W UO C O 0 rn W J S2 u_ W O, LL ? co =) = u! ZO W LLJ �p ON C3 E- WW �U il. 0 11J Z N O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISIO 9 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367 -367 Project: Type of In5pection: Address:" Date C-Mled - I Special instructions: I ate Wanted: a.m. Requester: Phone N o: I �Approved per applicable codes. Corrections required prior to approval. 'E COMM NTS Inspecto Date: $58.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cat( to secheclute reinspection. I Receipt No.: Date: J Z W 0 00 Cl) a (1) W W = J F- S2 U- UJ 0 U. CJ) a W z H O z W UJ 5 Cl) 0- a �- LLI 1111 X L) L 1-- L F- 0 z CO) P 0 Z INSPECTION RECORD v � Retain a copy with permit INSPECTION NO. PER } CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 =36 0 Project: Type of Inspection: _ Aw L-1 e2`1 Address: d L C Date Called: Special Instructions: Date Wanted: 0� Requester: Phone No: Approved per applicable codes. ® Corrections required prior to approval. COMMENTS: Sep /` .�' ©. 9 \ f-�r /l r Receipt No.: Date: 7 I I �5s.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be LJ paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. l Z =Z a , W -5 L) 0 to c co LLJ J 12 LL WO J LL = FW Z H E O W ~ W U� O - o I— W H� LLO W Z U= O F- Z INSPECTION RE ORD Retain a copy with permit INSPECTION NO. PER NO CITY OF TUKWILA BUILDING DIVISION � 6300 Soutbcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Project: J Type of Inspection: Address: t Date Called: Special Instructions: f Date Wanted: a.m p.m. Requester: Phone No: E — J Approved per applicable codes. IM Corrections required prior to approval. COMMENTS: � I TIT, 1,4 t,d III 14 e ln c L O d // `L�,O 6,,14141- 1 .7.*. la, eti t9 A / `— D . 7 F] $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z _� W JU UO tn1 0 . J� T LL WO J LL. co T I.—W Z = t-- t•— O W �5 U ON 01-- WW H� U- Z LLI co O Z V INSPECTION RECORD F/ Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431 -36 Project: Type of Inspection: Address: L-16&2 Date Called: J wow Special Instructions: Date Wanted: m P .M. Requester: Phone No: Receipt No.: Date: 9 Z �Z Q �W W� UO 0 W �LL WO Q � Q LL Q N� S �W Z F- W W U� ON 0 f- WW H� �O di Z co O� Z '—"' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. t INSPECTION RECORD -2 j: Retain a copy with permit ol INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1 Pc c : Type of Inspection: /�^ v da Z- Approved per applicable codes. Corrections required prior to approval. � COMM rig Inspector: A / Date: 7 Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z ~ W UO N co LU J = WLL WO LLj CO = W I- _ H O Z F- W W U� ON o h- WW LL HF LIJ Z co ~ O Z U � . Addresp* ,j �A Date Called: Instruction Sp� Instruction Date Wanted: a.m. Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. � COMM rig Inspector: A / Date: 7 Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z ~ W UO N co LU J = WLL WO LLj CO = W I- _ H O Z F- W W U� ON o h- WW LL HF LIJ Z co ~ O Z Z Z LLI 0 L) 0 r a C0 LLJ UJI 3: 1 1.- S2 LL LU O. -j U- < LU Z 0 Z E- LLJ LU 5 U a co D H LIJ 0 z 0 — ~ O H- Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 T206)431-3670 Project Type of Inspection: Address Date Called: Special lnstructions 00v Date Wanted: a.m. __ 7 a. Requester: Phone No: ANY um Approved per applicable codes. a Corrections required prior to approval. COMMENTS: )30A Inspect Date I Receipt No.: I Date: I $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cat( to sechedule reinspection. INSPECTION RECORD fC? Retain a copy with permit G' INSPECTION NO. PER NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 .I Project: / Y Y Ll f � 41 Type of Ins ection• Address: , Pate Called: Special Instructions. ate Wanted: -�/ p.m. Requester: Phone No: Receipt No.: Date: r Z �Z ~ W J0 UO Sn 0 J � SA LL w LL _ C0 = W Z F- ZO W U� O N (3 F- WW _ H U_ O lJ l Z U =' O Z $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catl to sechedule reinspection. .. i -- INSPECTION RECORD ---.� Retain a copy with permit INSPECTION NO. PERM NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43'1 =36 Project: T e of w Approved per applicable'codes Q corrections required prior to approval. C F;'M Mar /I i $58.bb Fft REQUIRED. Prior to inspection, fee must be . paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Recelpt Date: A j �s© � Date Ca led° Special Instructions/ � Date Wan a, -- p.m. Requester: Phone No: Approved per applicable'codes Q corrections required prior to approval. C F;'M Mar /I i $58.bb Fft REQUIRED. Prior to inspection, fee must be . paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Recelpt Date: Z W �U UO N C0 Ill W = L WO 9 - LL to i F- _ ZO W U,J U� O N 0 Ir- WW H LL Z tll Cl) O Z i Z W �U UO N C0 Ill W = L WO 9 - LL to i F- _ ZO W U,J U� O N 0 Ir- WW H LL Z tll Cl) O Z 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: �t Type of Inspection: TIC- Address: Date Called: (P 1) S . 4 ,'1 a� Special Instructions. Date Wanted: m, '. Requester ' z c) L,,3 Phone No: - Approved per applicable codes. 5.D L111:1-1 11 Corrections required prior to approval COMMENTS: TIC- of �! I C C)' C' JIM 0 CGK �-- u V1 U� •✓4JA�.. z c) L,,3 Inspector: 4 Date: c L L Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z Z �W Q� W� JU UO NO co W J F �LL WO U_ Q U� = a �W z H l— O W ~ W U� ON o t- W u.l �O W Z L) O Z J 4 INSPECTION RECORD Retain a copy with permit {^ . INSPECTION NO. P ITN . 'E E CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P of c • p � Ve I J Type of Insp Gfion: � / Address %� � C. L Date Called: � • � / Special Instructions: Date Wanted: _ 5 Requester: -- Z Approved per applicable codes. bcorre required prior to approval. COMMENTS: r�C 1 c 4t I I I A 4�2 C IN 0-1 Inspector: Ej $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: lir Z ;f Z W JU UO CO co J = H N W WO �a = �W Z H WO W U� ON o� W W HF �O .. Z W co O~ Z INSPECTION RECORD a Retain a copy with permit INSPECTION IPE I N CITY TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670' ject' -W Ty of Inspection: I , k �� Address: b S � pate Called: Sped 'al Instructions: I 2 Date Wanted: (� p.m. Requester: ' hone No* — 6 Z �Z �W QQ� JU UO Cj) J H �u- WO 9-1 u_ Q to 2 �W Z H F- O z W �O o- OH W h W Z 111 U= O H- Z A -Aaeroved per applicable codes. Corrections required prior to approval. J �J INSPECTION .RECORD j Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO Southcenter Blvd., #100, Tukwila, WA 98188 0 PCo'ect: � 1 Type of Inspection Add ess� �� Date Called: R - 7 b s Special Instructions: I. 0 a D to wanted: Requester. P4one No: Fl Approved per applicable codes. Corrections required prior to approval. teceipt No.: Date: I Z - Z �W aa2 JU UO W= NLL WO LLQ �D = I.. W Z H H O W ~ W U� ON o I-- W UJ ILL Lll Z U= O Z tJ paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD d y` Retain a copy with permit - INSPECTION NO. ; WITN CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: T Type of Inspecti, n: , Feo, , &es D Date Td, Y Special Instructions: c ions: a ate Wad nted: _. ,.m„ M. Requester:_ Phon No: C N 11 Approved per applicable codes. ® Corrections required prior to approval. COMMENTS: I � ; Inspecto . Date: , 58. 0 REINSPECTION FEE RE [RED. P ' r to inspection, fee must be ai at 6300 Southcenter Blvd., uite 100. Call to sechedule reinspection. 1 Re pt No.: Date: 1 I ` I`. z �W JU UO 0 wF- �U- WO LL W 0 S Z W X E- O W ~ W U� ON �H W W H �. LL O .. z W U= O z OF TUK IL 31 3 4 20070131003254 CITY OF TUKWILA DOCUMENT RECORDING COVER SHEET Return Address: CITY OF TUKWILA Office of the City Clerk 6200 Southcenter Blvd. Tukwila, WA 98188 (206) 433 -1800 Document Title(s): 'conveyance of Public Improvements Parties: City of Tukwila, WA 6200 Southcenter Boulevard Tukwila, WA 98188 Other: Nduka Philip Last First Initial Company Name (if business) 4610 S Ryan Way Address Tukwila WA 98178 -2084 City State Zip Legal Description: That portion of Tract 8 of Merricks Acre Tracts Division #2 as per plat Vol 12 page 47 King County Assessor's Property Tax Parcel/Account Number(s): 547680 -0060 z W D JU UO CO LU N � -1 H S2 LL w 0 �-j L¢ N � i F- w Z H I— O z 1—. w W U CO off w o LL O Z W U= O z Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Above this line reserved for Recorder's use CONVEYANCE OF PUBLIC IMPROVEMENTS Grantor /Borrower: !L U f D Grantee /Beneficiary: CITY OF TUKWILA, a Washington municipal corporation Document Reference Number(s): D04 -200 Section/Township /Range: - 3 a - 3' V Assessor's Tax Parcel Number(s): 547680 -0060 Property Address: 4610 South Ryan Way, Tukwila Property Legal Description (abbreviated): t DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page f of / z -- D ,J U 0 UO C0 W J = � w O U- a �D = d z� O. z ►- LtJ U� ON off ww O w z C0 O z The Grantor, p , conveys, warrants, and dedicates to the CITY OF TUI< ILA, a Washington municipal corporation, the following described public water /sanitary sewer /storm water utility improvements: APPROXIMATELY: let 71 V'f ell 74 ENGINEERING COSTS: $ CONSTRUCTION COSTS: TOTAL: DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS $ .Z 4- &-0 $ 0 2- co o Page '-) of 7 z Z �W UO C) o. J = F— 00 LL W O J LL Q C') =a W. ?_ HO z f- W W U� O N 0 H W H LL O W Z Z. U= O ~. z situated in King County, State of Washington. DATED this day of a&v , 200 . GRANTOR: Plo By: V (signature) (print name) (title) STATE OF WASHINGTON ) ss. COUNTY OF KING ) On this — 06 day of N b\j , 2000, before me personally appeared \) QiA , to me known to be the a Washington corporation, that executed the of within and foregoing instrument and acknowledged the said instrument to be the.... free and voluntary act and deed of said corporation therein mentioned, and on oath stated that he was au orized to a and in fact executed said instrument on behalf of the corpor Ion. MWorWMmmolon MVAOPoi*M*E4*ft Jup IS. 200 Given under my hand and official seal this day 200 Type /Print Name Notary Public in and for the TP P1+1tAV No-i! f-... Woe Ut arm THAO TP 1 MyAppOhtment Expkes ju; , + 2on5 DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS State of Washingto residing at c - P—. 0 " i U l-1— My Commission expires Page J of Y z Z JU UO C Cl CO LLI J = � w� L¢ = �w z �— O z i-- w w U� ON o� ww �o w z U= O� z . , i !., DEPARTMENTAL APPROVAL: es F. Morrow, Public Works Director RECEIVED FOR FILING: Ja a Cantu, City Clerk � ACCEPTED AND APPROVED for the City of Tukwila this �� day of ��c..f'.h� 200{x, CITY OF TUKWILA By: Steven M. Mullet, Mayor DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page � Of V ' .. 7.. z z �w JU 00 N o. CO) LU �� S2 IL w U - = F - w z= �o z F- w �o U O� oIr- w Lo ..z w v =. o� Z 20070131003252 MISC 36.00 CITY OF TUKWILA DOCUMENT RECORDING COVER SHEET Return Address: CITY OF TUKWILA Office of the City Clerk 6200 Southcenter Blvd. Tukwila, WA 98188 (206) 433 -1800 Document Title(s): �Conveyance of Public Improvements Parties: City of Tukwila, WA 6200 Southcenter Boulevard Tukwila, WA 98188 Other: Nduka Philip Last First Initial Company Name (if business) 4610 S Ryan Way Address Tukwila WA 98178 -2084 City State Zip Legal Description: That portion of Tract 8 of Merricks Acre Tracts Division #2 as per plat Vol 12 page 47 King County Assessor's Property Tax Parcel/Account Number(s): 547680 -0060 z W . JU UO Cl) CO W J = S2 LL w O U-Q �D = W z H !— O z F- 5 U� O - o�- W W LL O . ui z CO H H O z Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Above this line reserved for Recorder's use CONVEYANCE OF PUBLIC IMPROVEMENTS Grantor /Borrower: Philip Nduka 4610 S Ryan Way Tukwila, WA 98178 -2084 Grantee /Beneficiary: CITY OF TUKWILA, a Washington municipal corporation Document Reference Number(s): D04 -200 Section/Township /Range: SE 3 23 4 Assessor's Tax Parcel Number(s): 547680 -0060 Property Address: 4610 South Ryan Way, Tukwila Property Legal Description (abbreviated): That portion of Tract 8 of Merricks Acre Tracts Division #2 as per plat Vol 12 page 47 King County DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page I of Y zz '~ W JU UO U CO) LLJ J CO W w O wa CO)� �w z= �o z �- w �o o �'. o F- w W. LO LLi z: CO) OH z The Grantor, P L z a , conveys, warrants, and dedicates to the CITY OFT KWILA, a Washington municipal corporation, the following described public water /sanitary sewer /storm water utility improvements: APPROXIMATELY: C !r ENGINEERING COSTS: $ CONSTRUCTION COSTS: TOTAL: $ DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page ,-) of 7 z Z '~ W � QQ 2 JU UO CO) �LL W O. U- D C = W �_ ?P zO W LLJ U ON 01-- .W W HU L" O W z U= oF- z situated in King County, State of Washington. DATED this q day of �Q Llem� 200 . GRANTOR: By: (signature) (print name) (title) r: STATE OF WASHINGTON ) ss. COUNTY OF KING l On this _�" day of 1Ik ' , 200 (�, before me personally appeared ` A , L' R udat� , to me known to be the o w yl e_ r of rfS 1 dietic -e , that executed the within and foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute and in fact executed said instrument on behalf of the corporation. Given under my hand and official seal this `' day of Nttu p Z e_ r , 200 L6_ _ vRIE A. h, i `�a�SS10��U 1 S OT h� + i 3 'V i S . 4 Type /Print Name Notary Public in and for the ✓' �� u�z�GL' State of Washington residing at of / tWw 1 Ik My Commission expires G5 - /U DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page J of V ;•;x„ aa.,i�, .o, .. +.. ,:�.� : 7;q�x.v.c:;.,u« : 7., se.,, 2ss�ra.. .4:„. *s;:Sf.::.'�"�,.,.:A..u�:r i'tti,..i" � k e:` u� s:W 2+;a:cZi Yiw .:rw'...u:�.i.+�iv.iLar:•., + y�iy +, 1 i!Y Z Z �w QQ WV 00 (/) CO LLJ -1_ CO W w }} �J LL a U� = �_w Z �O z�_ w w UC3 CO oI.- wW w z ui CO O Z i DEPARTMENTAL APPROVAL: es F. Morrow, Public Works Director RECEIVED FOR FILING: Jaffe Cantu, City Clerk ACCEPTED AND APPROVED for the City of Tukwila this day of 200 6 , CITY OF TUKWILA Steven M. Mullet, Mayor DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page / of z �z W W� U0 UJ J S2 U WO LL Q: N� = f .. W z� �O z F- 2D U� O N o1-- W w L O w z C0 U- H =' O z 11/27/2006 17:23 r 4256498758 GEOGROUPNORTHWEST PAGE 02103 / 0 Q LU Im Group Northwest, Inc � S November 27, 2006 Mr. Dick Cassutt Contemporary Homes, Inc. 9905 -239th Pl SW Edmonds, WA 98020 Subject: Geotechnical Final Letter Nduka Residence 4610 South Ryan Way Tukwila, Washington G- 1004 -1 City of Tukwila Permit No. D04400 Ref Report titled, "Geotechnical Engineering Study, Proposed Two .Lot Residential Development, 4600 Block of South Ryan Way, Tukwila, Washington," dated April 23, 2004, by GEO Group Northwest, Inc., Project Number G- 1004 -1. 4 / Dear Mt. Cassutt: GEO Group Northwest, Inc., prepared a geotechnical engineering study for the subject project dated April 2004, as referenced above. We understand that the City of Tukwila is requesting a geotechnical final inspection letter prior to providing the owner . occupancy certification. GEO Group Northwest, Inc., is being asked to provide the final letter for the subject project, however construction monitoring by the geotechrical engineer was not requested by the City of Tukwila at the time of construction. As a result, no special gcotechnical construction monitoring or site visits were Performed by GEO Group Northwest and the house construction is complete. For the geotechnical final letter, we have reviewed the referenced geotechnical engineering study for the project; conducted a site reconnaissance o.f the project site on November 27, 2006, including entering the home and garage; interviewed- the general contractor, Mr. Dick Cassutt, with regard to the earthwork construction practices that took place during the construction of the Nduka residence; reviewed the foundation and grading plans for -thc project; and reviewed the City of Tukwila Inspection Record, where the inspector had signed off on the foundation wall, E`C. AKE- -i V E . a N OV 'H106 .n iw , E 13240 NE 20th Street, Suite 10 Washington 98005 �� i Bellevue, 9 Ls r NT Phone 4251649.8757 • FAX 4251649 -11758 Z �Z �w 2 JD UO Cl) co W J f=— NU- w� U- Q c� = F- w z 1-- O w ~ w D ON D F- wW F- � U- 0 Z w U= O Z 0 11/27/2006 17:23 4256498758 GEOGROUPNORTHWEST PAGE 03/03 • J November 27, 2006 G- 1004 -1 Gcotcchnical Final Letter Page 2 Nduka Residence footing, and footing drains for the residence. Of particular interest, the geoteclhnical report recommended a 15 foot building setback from the top of the steep slope along the west property line and the actual setback of the home exceeds 15 feet. From a geotechnical perspective, the subject lot had no unusual, abnormal, or special geotechnical considerations. Based on our information reviewed, the results of our interview with the general contractor, and our site reconnaissance, we conclude: It is our professional opinion that the subject Nduka .residence was constructed in general accordance with the project plans and specifications, and in general accordance with the recommendations of the project geotechnical report. Please call if you have any questions. Sincerely, GEO Group Northwest, Inc. Wade I Lassey Engineering Geologist 0 Yvash� 4r �� 1116 �y A �Sed G'ec� Wade I Lassey xe William Chang, P.E. Principal NOV ," 2008 13 U I L Di~ [q,G �EP,tkr: i "Afl -tzi\ 1" z �z �w QQ JU UO Cf)0 J = H LL w I-J U- ¢ CJ) =) =d �w Z zO w w U� wW HP O W z U= O z 11/27/2006 17:23 4256498758 GEOGROUPNORTHWEST PAGE 01/03 FAX TRANSMITTAL .Ck. Group Northwest, Inc. Geoteehnical Engineers, Geokglsts, & Environmental Scientists 13240 NE 20th Street, Suite 10 Bellevue, WA 98005 -2022 Phone 425 -649 -8757 Fax 425 - 649 -8758 To: /1�t► ��AG -li�R SOJ1 f From: GfJCl /�..Q9 S Company r , mp y: �?/ y OF /_Ue1J /4A Date Fax N o.: This fax trawmittat consists of `3 pages, including this cover sheaf. The original wil 11 n fbHow by mail. CONMNTS �T'i c y �SEo �" /i�,4 O p PRo • : Alclu k &. P?",de-Ac . ley 4-01 _ AJA AJA / / Ad ' �o d • tl � z .�� Z �W QQ JU UO 0 w= H CO LL WO LL �D = Z F- HO w 25 U ON p }- UJ w w z U= OF z .-0 0 MEMO DATE: May 24, 2005 TO: Mr. Frederick Bogath, Sr. Loan Consultant Washington Mutual Bank 1401 — 5 Avenue, 2 nd Floor Seatttle, Washington 98101 FROM: Robert Benedict , Building Official City of Tukwila RE: Building permit # D04 -200 Every permit that is issued shall become invalid unless the work authorized by such permit is commenced within 180 days after its issuance, I have received a request from Interstate Development Corporation to extend the deadline to proceed with the construction. Currently the date of expiration is July 5, 2005. l will extend this date by 180 days. The new expiration date will be January 1, 2006. No further extensions will be granted for this permit. Permit No. D04 -200 remains a valid permit at this time. This permit will remain valid provided that the required bonds are posted before commencing the work and the work commences within the time period prescribed above. • Page 1 .�. �f's.:wta, i.s.. {,.,,e;,,(�ti �;ya:n- �n:.w+�.c 4 .L.::.;,a: :e:a: .. jai. `*M,i..S.N= ;.ia�etitd�`.rc}i�fw �i4.SSSG. � �� 1- �,�.Y+�l.:J..sµsva+nt.�i.SSN• Z �W aa� JU UO NCl W= J F.. N LL w La = �w Z = �O Z F-- w LLJ Do o -. 01— LLI uj L L ..Z w US O Z w Facsimile Cover Sheet CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT To: Company: Department: Phone: FAX: Mr. Frederick Bogath Washington Mutual Bank 206/377- 1213 206/554 -5460 From: BOB BENEDICTO Phone: (206) 431 -3670 Fax: (206) 4313665 Date: May 24, 2005 Pages including this 2 cover page: Comments: i z � �W Q � JU 0 0 , N0 W = J N U. W O. 2 U-a N:3 = �W Z 1- W ~ W �5 D0. 0 W w Z U� ~O �. Z r 03: 59PM) .................. (AUTO) ...................... RESULT OK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ERRORS 1) HANG UP OR LINE FAIL 2) BUSY 3) NO ANSWER 4) NO FACSIMILE CONNECTION z w. J U 0 N 0 W= cf)LL WO �QQ LLQ N = F.. W z F F- O z h- LLJ 5 U� O �. cl H. WW IL O W z U N :O ~ z ............................................... ............................... TRANSMISSION RESULT REPORT .................... ( MAY 24 ' 05 TUKWILA DCD /PW ................................................................................................................................................. .......... THE FOLLOWING FILES) ERASED FILE FILE TYPE OPTION TEL N0. PAGE 069 TRANSMISSION 9 *- 2065545460 02 'x 03: 59PM) .................. (AUTO) ...................... RESULT OK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ERRORS 1) HANG UP OR LINE FAIL 2) BUSY 3) NO ANSWER 4) NO FACSIMILE CONNECTION z w. J U 0 N 0 W= cf)LL WO �QQ LLQ N = F.. W z F F- O z h- LLJ 5 U� O �. cl H. WW IL O W z U N :O ~ z G. T. Williams 206 -230 -0120 INTERSTATE DEVELOPMENT CORPORATION 7683 SE 27 ", Ste 153 Mercer island, WA 98040 Telephone /fax: 206 -230 -0120 24 May 2005. Robcrt fiencdicto Building Permit Department City ofTukwRa Tukwila, WA R4 Permit ;4 D04201 Y D04200 Tax Parcel: 547080 -0055 547680 -0060 Mr, Aenedicto: 1 am writing you requesting a 180 day extension on the above referenced pormits. in order for the purchascr to obtain construction fin utcing and performance bonds. c sold thcxe properties to Rosemary and Philip Nduka, and have assigned any and all rights to these u and cxtcn, s. (See attached ussibmment lank you Cor you attention to this matter. Sup • r�(ly i C; rald T. Williams. Pres. dc: Washington Mutual Bank / Fcdcrick Bobath p. 1 Z a=- Z �W J U. UO CO LU J � to U. WO LLQ CO = �W Z� H O W ~ W �p U O N WW U LL Z W U= P F- Z . Ma;; - 24 O5 12 lop G. T. Wi 11 3 arms Mar -l9-03 06:360m FrwVAMV SEATTLE HLc 206 - 230_0 +206 354 5460 T -4rr P.003/003 F -010 p - 2 4( Ilrl'I'.RSTATR VZVCLOPMEWrCORK)RATIAN 7Wt3 SF. 27' Ste IS3 Msmr tdkrM. WA 90M 1 �Inpl+auelFax: 206.2.'IO•U120 Rawly Wdvlra PbIp Mob MW&Cb v.rOriwl, WA 96119 Rat. Penvi►t 0 004201 M 000200 Tukwib, WA 'fiat Pond: 5476A0.00SS 50760"Wo Atteotim ; /pwmn& LUwcWpmwA fbrpomWk Iwwsoww oo yaw padimm or Tax pwd No. S476X"05$ and 5476MI4 iAO. d 1k:joy uvuWrs. mlinqubks. any y+d ail eightvJ trbligatian4 w tka cuistir au Wind 6j�ue, sa aknr+eal aas��ro w y0tr. GOMM - r. wtuim& P,es•i' 6" iA1'S OF WASHINC'InN' ) ss gWNTY OF KUNG ? TThk to c+aUfy that up jWj% 1st dot of N�eMt+ary. 20M pt�surgily orpeared t+efAro nx: Gcerld T. w;iiianm w ego known to be ftaicwwa aPtatw"m Dewlop n"I Ca+o w*;O .. ow " he Czucwal ft WWI" and fam%W MA kWnwwx acid acknowk4od *mxmW kerwmo UW be ft tiros wd vWwftoy sci oral load of eo* hWW aad acid o wp wwk0n for dow- ams &ad PwVwae Ilwad rawii0aod. and 00 oath =iod UM saio irdiv4W was a tbarrixed to eaoeute raid irwuuawft MINES Mf hind and afficW Raw the day and year in thv umifiot. Pam above wri"a. �� •fie ft S bt c lb and for Uk . �� _.eS1►Ar _ z 1= Z �W U UO CO W fn LL WO W� CO a 1.. z- > >. U j3 = W Z U� 1= H z 4+4, C mp any ctive Date: August 12 , 2 0 0 5 W estern u re LICENSE AND PERMIT BOND KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 69954690 That we, Philip and Rosemary Nduka of the City o f Seattle , State of Washington , as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of Washington , as Surety, are held and firmly bound unto the City of Tukwila , State of Washington , as Obligee, in the penal sum of Twenty -One Thousand Nine Hundred Thirty -Four and DOLLARS ( $21, 934. 00 ) lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Right of way City of Tukwila by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until August 12th , 2006 , unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Ma W, a Obligee and to the Principal at the address last known to the Surety, and at the expiration of tb,t� rays from the mailing of said notice, this bond shall ipso facto terminate and the Surety she+Qhereu ori.b$lieved from any liability for any acts or omissions of the Principal subsequent to said da-toZ.• •: ' � ''oie number of years this bond shall continue in force, the number of claims made ag�gn4 his bon '`'ad'dithe number of premiums which shall be payable or paid, the Surety's total limit of liM ty hall not be q@hul from year to year or period to period, and in no event shall the Surety's total li2b- j a� ;�d�ai 'exceed the amount set forth above. Any revision of the bond amount shall not be cuufIiV D ..;�°� Dated this 12th day of Augus t 2005 Principal Principal Countersigned (where required) W E S T E S U R E T COMPANY By By -- - Resident Agent Paul T. Bruflat, Se for Vice President Form 532 -5 -2002 Z ~ w JU UO Cl) ❑ CO LU J = F- T LL W LLQ cl) = �w Z F- I— O w ~ w U ON ❑ I— WW HF- -O . W Z U= O Z rb;'f?" y�7. Y; bw' yYt�tjKYxy�� ' E�:-' �1` c! d: l; LEig±�yalW +�l; "trnuxpts - ;.,mn �,'�'r r:�,,.ms^�tzi:pr >µ�p, <rtt t :v.•ra•!:.rHr,.n:: .y.. 4. ti;. aK�b' �atrkau<, 7�.".., e�< 4! b: �t�ktr ;;c1"1�r:ks9.Yr"'�n:.N.ae •..ev.s,.. n r 'cae rp+. r. �. s.. c .� ....awai;ro�or+w..v..e�ww+ • ew. ewe• �mrn+ .++ x. M. n .+e...ew.r....n...i.nm�.�....v .. ... -. , % ective Date: August 11, 2005 W estern S urety LICENSE AND PERMIT BOND KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 6995467 That we, Philip and Rosemary Nduka of the City o f Seattle , State of Washington , as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of W ashington , as Surety, are held and firmly bound unto the City of Tukwila , State of Washington , as Obligee, in the penal sum of Three Thousand Five Hundred Thirty -Seven and DOLLARS( $3,537.00 ) lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Onsite Performance Guarantee by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until August 11th 2006 -- ,unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mai Obligee and to the Principal at the address last known•to the Surety, and at the expiration Of tC J '0 da ys from the mailing of said notice, this bond shall ipso facto terminate and the Surety sh •hex'eupon•- b$lieved from any liability for any acts or omissions of the Principal subsequent to said d a o 1e number of years this bond shall continue in force, the number of claims made agait his bon 'a>d, the number of premiums which shall be payable or paid, the Surety's total limit of lia ty jball not be c�ztdnulative from year to year or period to period, and in no event shall the Surety's total li ke r" ah i* a?exceed the amount set forth above. Any revision of the bond amount shall not be cu Dated this 12th day of August 2005 Principal DO Countersigned (where required) Resident Agent Principal WESTE / SURET COMPANY B Paul T. Bruflat, Se for Vice President Form 532 - 5.2002 _ d,"li �. �P.e s +,;, ^} t y'Y? ;tnda �.N!! x:'ts*t?t�a.r.n.s...�• xt,:. .:r�:rtt°^�n+tP"t�fi«....:''ror,.. �r•s •z; p.�, .n r *..,.,Yw.,t +t..— «..o.._r s.ru;tp;:1M�S`t�,: SR'iIS'GEyM•.iI . >pt*tnz 1 Z �z �W QQ � JU 00 ND W = f- �W W U. = �W Z F- HO Z I-- w W U ON 0 F- WW LL — 0 .. Z W U= O Z Footinq Desiqn f 2003 International Residential Code (01 NDS) 1 Ver: 6.00 a= 0.44 Bv: Jeffrev deRoulet , Architects Northwest on: 11 -08 -2005 : 10:18:33 AM Steel Required Based on Moment: As(1)= Proiect: M2400A3F -0DB - Location: FTG01 IN2 Minimum Code Required Reinforcement (Shrinkage/Temperature ACI- 10.5.4): As(2)= 0.84 Summary: IM CM . As -reqd= Footinq Size: 3.5 FT x 3.5 FT x 10.00 IN IN2 Selected Reinforcement: #4 Bars @ 8.00 IN. O.C. E/W / (5) Min. Reinforcement: #4 Bars @ 8.00 IN. O.C. ENV / (5) min. Reinforcement Area Provided: As= Footing Loads Permit No. Development Lenqth Calculations: Live Load: PL= Development Lenqth Required: Ld= Dead Load: , . _ _. PD= 6413 LB Total Load: PT= REVIEWED FOR 16807 LB Ultimate Factored Load Footing Properties Pu= CODE C OM PLIAN CE 26648 LB Allowable Soil Bearinq Pressure: Qs= 1500 PSF Concrete Compressive Strenqth: A��a F'c= 2500 PSI Reinforcinq Steel Yield Strenqth: Fv= 40000 PSI Concrete Reinforcement Cover: c= DEC ZOU5 3.00 IN Footing Size: Width: W= 3.5 FT Length: Depth: L= Depth= 3.5 10.00 FT IN Effective Depth to Top Layer of Steel: - ° --- d= 6.25 IN Column and Baseplate Size: CIt Of TUB Wila Column Tvpe: ��^ -.� a� ra"1�R Pal ITI (Wood) Column Width: m= 8.00 IN Column Depth: n= 6.00 IN Bearing Calculations: Ultimate Bearinq Pressure: Qu= 1372 PSF Effective Allowable Soil Bearing Pressure: Qe= 1375 PSF Required Footing Area: Areq= 12.22 SF Area Provided: A= 12.25 SF Baseplate Bearinq: Bearinq Required: Bearinq= 26648 LB Allowable Bearinq: Bearing - Allow= 142800 LB Beam Shear Calculations (One Way Shear): Beam Shear: Vu1= 9359 LB Allowable Beam Shear: vc1= 22313 LB Punching Shear Calculations (Two way shear): Critical Perimeter: Bo= 53.00 IN Punchinq Shear: Vu2= 24011 LB Allowable Punchinq Shear (ACI 11 -35): vc2 -a= 70391 LB Allowable Punchinq Shear (ACI 11 -36): vc2 -b= 94563 LB Allowable Punchinq Shear (ACI 11 -37): vc2 -c= 56313 LB Controllinq Allowable Punching Shear: vc2= 56313 LB Bending Calculations: Factored Moment: Mu= 139902 IN -LB Nominal Moment Strength: Mn= 213014 IN -LB Reinforcement Calculations: ^S. Z Z ' W WD JU UO O. co to U. WO U- co = �W Z H F- O Z H W W U� O c, O I— WW H �O .• Z W U= O Z Concrete Compressive Block Depth: a= 0.44 IN Steel Required Based on Moment: As(1)= 0.64 IN2 Minimum Code Required Reinforcement (Shrinkage/Temperature ACI- 10.5.4): As(2)= 0.84 IN2 Controllinq Reinforcinq Steel: As -reqd= 0.84 IN2 Selected Reinforcement: #4 Bars @ 8.00 IN. O.C. E/W / (5) Min. Reinforcement Area Provided: As= 0.98 IN2 Development Lenqth Calculations: Development Lenqth Required: Ld= 15.00 IN Development Length Supplied: Ld -sup= 18.00 IN . I , ... No v o vq OF � ��ItJ► - S Ary r, N IRe A.yplF 9 046 YrRCD �� J �0�i i, ARCHITECT i..J, wi++.eii>5 R`:i {:¢fi..:c ?:aw'`a.:rt+. .,t54w a•5.�1't;...:.: «:eti:.;•LR++; 44r.d : v:: ii9m{ ieficbil�rdi :aS.ia.'.2u:•:mu'ii`u'uw ;ir'7fi3.R3rr Multi- Loaded Beam[ 2003 International Residential Code (01 NDS) 1 Ver: 6.00 BY: Jeffrev deRoulet , Architects Northwest on: 11 -08 -2005: 10:18:35 AM Project: M2400A3F -ODB - Location: GT01. GIRDER TRUSS (LOADING) Summary: 6.75 IN x 33.0 IN x 32.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 119.8% Controlling Factor: Section Modulus / Depth Required 25.22 In Center Span Deflections: Dead Load: DLD- Center= 0.20 IN Z Live Load: LLD - Center= 0.28 IN = L/1394 = Total Load: TLD- Center= 0.48 IN = L/807 Camber Required: C= 0.30 IN W Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= 6800 LB Dead Load: DL- Rxn -A= 4946 LB O Total Load: TL- Rxn -A= 11746 LB U Cl Bearinq Length Required (Beam only, support capacity not checked): BL -A= 2.68 IN N Center Span Right End Reactions (Support B): W = s Live Load: LL- Rxn -B= 6800 LB _J (- Dead Load: DL- Rxn -B= 4946 LB cn Total Load: TL- Rxn -B= 11746 LB W O Bearing Length Required (Beam only, support capacity not checked): BL -B= 2.68 IN Beam Data: Center Span Length: L2= 32.0 FT Q Center Span Unbraced Lenqth -Top of Beam: Lu2 -Top= 2.0 FT d Center Span Unbraced Length - Bottom of Beam: Lu2- Bottom= 32.0 FT = Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 360 Z ` Total Load Deflect. Criteria: L/ 360 Center Span Loading: F- O Uniform Load: Z ~ j Live Load: wL -2= 425 PLF g UJ- Dead Load: wD -2= 255 PLF 0 Beam Self Weight: BSW= 54 PLF U co Total Load: wT -2= 734 PLF O — Properties For: 24F -V4- Visually Graded Western Species 0 Bending Stress: Fb= 2400 PSI W W Shear Stress: Fv= 240 PSI U Modulus of Elasticity: Ex= 1800000 PSI LL F- Ev= 1600000 PSI — Z Stress Perpendicular to Grain: Fc perp= 650 PSI �j Bending Stress of Comp. Face in Tension: Fb_cpr- 1850 PSI _ U N Adjusted Properties F Fb' (Tension): Fb'= 2023 PSI O Adjustment Factors: Cd =1.00 CI =1.00 Cv =0.84 Z Fv': Fv'= 240 PSI � Adiustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 93970 FT -LB 16.0 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= 9867 LB ' At a distance d from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 557.37 IN3 I S= 1225.13 IN3 Area (Shear): Areq= 61.67 IN2 A= 222.75 IN2 Moment of Inertia (Deflection): Ireq= 9019.68 IN4 1= 20214.56 IN4 i..J, wi++.eii>5 R`:i {:¢fi..:c ?:aw'`a.:rt+. .,t54w a•5.�1't;...:.: «:eti:.;•LR++; 44r.d : v:: ii9m{ ieficbil�rdi :aS.ia.'.2u:•:mu'ii`u'uw ;ir'7fi3.R3rr Multi- Loaded Beam[ 2003 International Residential Code (01 NDS)1 Ver: 6.00 BY: Jeffrey deRoulet , Architects Northwest on: 11 -08 -2005 : 10:18:37 AM Proiect: M2400A3F -ODB - Location: U01. FAMILY PSI Summary: Fv= 5.125 IN x 9.0 IN x 16.0 FT (2 + 14) / 24F -V8 - Visually Graded Western Species - Dry Use Section Adequate By: 23.6% Controlling Factor: Moment of Inertia / Depth Required 8.39 In Left Cantilever Deflections: 1800000 Dead Load: DLD -Left= Live Load: LLD -Left= Total Load: TLD -Left= Center Span Deflections: 650 Dead Load: DLD - Center= Live Load: LLD - Center= Total Load: TLD- Center= Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= Dead Load: DL- Rxn -A= Total Load: TL- Rxn -A= Bearinq Length Required (Beam only, support capacity not checked): BL -A= Center Span Right End Reactions (Support B): Fv': Live Load: LL- Rxn -B= Dead Load: DL- Rxn -B= Total Load: TL- Rxn -B= Design For Uplift Loads (Includes Uplift Factor of Safety) Rxn -B -min= Bearing Length Required (Beam only, support capacity not checked): BL -B= Dead Load Uplift F.S.: FS= Beam Data: Left Cantilever Length: L1= Left Cantilever Unbraced Lenqth -Top of Beam: Lul -Top= Left Cantilever Unbraced Length -Bottom of Beam: Lu1- Bottom= Center Span Length: L2= Center Span Unbraced Lenqth -Top of Beam: Lu2 -Top= Center Span Unbraced Length -Bottom of Beam: Lu2- Bottom= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Left Cantilever Loading: Uniform Load: j Live Load: wL -1= Dead Load: wD -1= K Beam Self Weight: BSW= Total Load: wT -1= Point Load 1 Live Load: PL1 -1= Dead Load: PD1 -1= Location (From left end of span): X1 -1= i Center Span Loading: ! Uniform Load: Live Load: wL -2= Dead Load: wD -2= I Beam Self Weight: BSW= Total Load: wT -2= Properties For: 24F -V8- Visually Graded Western Species 0.03 IN 0.08 IN = 2L/620 0.11 IN = 2L/445 -0.02 IN -0.09 IN = L/1839 -0.11 IN = L/1505 1770 LB 1021 LB 2792 LB 0.84 IN 371 LB 66 LB 437 LB -124 LB 0.13 IN 1.5 2.0 FT 0.0 FT 2.0 FT 14.0 FT 0.0 FT 14.0 FT 1.00 480 360 53 PLF 13 PLF 11 PLF 77 PLF 1125 LB 700 LB 0.0 FT 53 PLF 13 PLF 11 PLF 77 PLF Bending Stress: Fb= 2400 PSI 1 Shear Stress: Fv= 240 PSI Modulus of Elasticity: Ex= 1800000 PSI i Ev= 1600000 PSI Stress Perpendicular to Grain: Fc perp= 650 PSI Bending Stress of Comp. Face in Tension: Fb_cpr= 2400 PSI Adjusted Properties Fb' (Compression Face in Tension): Fb'= 2359 PSI Adjustment Factors: Cd =1.00 CI =0.98 Fv': Fv'= 240 PSI Adiustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= Over left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 1, 2 Controlling Shear: V= At a distance d from the right support of span 1 (Left Span) Critical shear created by combining all dead loads and live loads on span(s) 1, 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= Area (Shear): Moment of Inertia (Deflection): S= Areq= A= ireq= -3804 FT -LB 1922 LB 19.35 IN3 69.19 IN3 12.01 IN2 46.13 IN2 251.94 IN4 H'G Z ~ W � D UO Cf) 0 CO) UJ J CO LL WO Q � Q LL ? � = W H Z F- F- O W �5 U ON 0 H WW H �O W Z co O Z Paqe: 2 Multi- Loaded Beamf 2003 International Residential Code (01 NOS)1 Ver: 6.00 By: Jeffrey deRoulet , Architects Northwest on: 11 -08 -2005 :10:18:37 AM Project: M2400A3F -0DB - Location: U01. FAMILY 1= 311.34 IN4 Z ~ W J U'. UO, UC W = J H. CO) LL W O : U . CO D = a �w z �_. t_ z�_ W UJ �o U O N; D H W W. Z LL F —O .. Z W U= O ~. Z a...�on.(«:i.i w.,..ai�, 5.+... L::�;:.,a..+.1 u sw y' ..�w :S.S�J : -,y -. ,w��riGtsii.:l::wtiv.+r:t� + u?. s': �v..' i:. L• V1i�uwis::,. k. u.. ia.-. ti.`.'; y' n ,ria;.ua.u.ti+.:a:;�sxxcz+:�:.o Multi- Loaded Beam( 2003 International Residential Code (01 NDS) ) Ver: 6.00 Bv: Jeffrev deRoulet , Architects Northwest on: 11 -08 -2005 : 10:18:39 AM Project: M2400A3F -ODB - Location: UO2. FAMILY WNDW HDR Summary: 5.5 IN x 9.5 IN x 5.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 15.2% Controlling Factor: Section Modulus / Depth Required 8.85 In Center Span Deflections: Dead Load: DLD- Center= 0.02 IN Z Live Load: LLD - Center= 0.03 IN = L/1998 Total Load: TLD- Center= 0.05 IN = L/1284 Center Span Left End Reactions (Support A): W Live Load: LL- Rxn -A= 3036 LB Dead Load: DL- Rxn -A= 1634 LB Total Load: TL- Rxn -A= 4670 LB O Bearinq Length Required (Beam only, support capacity not checked): BL -A= 1.36 IN U 0 Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= 2334 LB W = Dead Load: DL- Rxn -B= 1301 LB h- Total Load: TL Rxn - B= 3635 LB N u_ Bearing Length Required (Beam only, support capacity not checked): BL -B= 1.06 IN LU O Beam Data: �- Center Span Length: L2= 5.0 FT J. Center Span Unbraced Lenqth -Top of Beam: Lu2 -Top= 1.33 FT U. Center Span Unbraced Length -Bottom of Beam: Lu2- Bottom= 5.0 FT D Live Load Duration Factor: Cd= 1.00 d Live Load Deflect. Criteria: L/ 480 I W Total Load Deflect. Criteria: L/ 360 Z 2: Center Span Loading: - Uniform Load: Z 0 Live Load: wL -2= 360 PLF Dead Load: wD -2= 90 PLF g 5 Beam Self Weight: BSW= 13 PLF p Total Load: wT -2= 463 PLF V CO Point Load 1 Live Load: PL1 -2= 1770 LB 0 ~ Dead Load: PD1 -2= 1021 LB = U Location (From left end of span): X1 -2= 1.0 FT f- ._ Trapezoidal Load 1 LL- ~O Left Live Load: TRL- Left -1 -2= 450 PLF Z Left Dead Load: TRD- Left -1 -2= 350 PLF U CO Right Live Load: TRL - Right -1 -2= 450 PLF s Right Dead Load: Load Start: TRD- Right -1 -2= 350 PLF F - _ ~ Load End: A -1 -2= B -1 -2= 1.0 5.0 FT FT O Z ? Load Length: C -1 -2= 4.0 FT Properties For: #2- Douglas Fir -Larch Bending Stress: Fb= 875 PSI Shear Stress: Fv= 170 PSI Modulus of Elasticitv: E= 1300000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 874 PSI Adjustment Factors: Cd =1.00 CI =1.00 Cf =1.00 Fv': Fv'= 170 PSI Adlustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 5232 FT -LB 2.1 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= 4323 LB At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 71.81 IN3 S= 82.73 IN3'<<' Area (Shear): Areq= 38.14 IN2�n! A= 52.25 IN2 Moment of Inertia (Deflection): Ireq= 110.14 IN4 1= 392.96 IN4' a...�on.(«:i.i w.,..ai�, 5.+... L::�;:.,a..+.1 u sw y' ..�w :S.S�J : -,y -. ,w��riGtsii.:l::wtiv.+r:t� + u?. s': �v..' i:. L• V1i�uwis::,. k. u.. ia.-. ti.`.'; y' n ,ria;.ua.u.ti+.:a:;�sxxcz+:�:.o Multi- Loaded Beam[ 2003 International Residential Code (01 NDS) ) Ver: 6.00 Bv: Jeffrey deRoulet , Architects Northwest on: 11 -08 -2005 : 10:18:40 AM Project: M240OA3F -ODB - Location: UO3. GARAGE 0.15 Summary: 0.10 5.125 IN x 15.0 IN x 9.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 24.7% Controlling Factor: Section Modulus / Depth Required 13.43 In Center Span Deflections: LB Dead Load: DLD- Center— Live Load: LLD - Center= Total Load: TLD- Center= Camber Required: C= Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= Dead Load: DL- Rxn -A= Total Load: TL- Rxn -A= Bearinq Lenqth Required (Beam only, support capacity not checked): BL -A= Center Span Riqht End Reactions (Support B): Live Load: LL- Rxn -B= Dead Load: DL- Rxn -B= Total Load: TL- Rxn -B= Bearing Length Required (Beam only, support capacity not checked): BL -B= Beam Data: Center Span Lenqth: L2= Center Span Unbraced Lenqth -Top of Beam: Lu2 -Top= Center Span Unbraced Length -Bottom of Beam: Lu2- Bottom= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Center Span Loading: Uniform Load: Live Load: wL -2= Dead Load: wD -2= Beam Self Weight: BSW= Total Load: wT -2= Point Load 1 Live Load: PL1 -2= Dead Load: PD1 -2= Location (From left end of span): X1 -2= Trapezoidal Load 1 Left Live Load: TRL- Left -1 -2= Left Dead Load: TRD- Left -1 -2= Right Live Load: TRL - Right -1 -2= Right Dead Load: TRD- Right -1 -2= Load Start: A -1 -2= Load End: B -1 -2= 'i Load Lenqth: C -1 -2= Trapezoidal Load 2 Left Live Load: TRL- Left -2 -2= Left Dead Load: TRD- Left -2 -2= Right Live Load: TRL - Right -2 -2= Right Dead Load: TRD- Right -2 -2= Load Start: A -2 -2= Load End: B -2 -2= Load Lenqth: C -2 -2= Properties For: 24F -V4- Visually Graded Western Species M 0.06 IN 0.08 IN = L/1280 0.15 IN = L/729 0.10 IN 5457 LB 4223 LB 9680 LB 2.91 IN 4529 LB 3440 LB 7969 LB 2.39 IN 9.0 FT 0.0 FT 9.0 FT 1.00 480 360 52 PLF 102 PLF 19 PLF 173 PLF 6800 LB 4946 LB 3.33 FT 50 30 50 30 0.0 3.33 3.33 PLF PLF PLF PLF FT FT FT 450 270 450 270 3.33 9.0 5.67 Bendinq Stress: Fb= 2400 Shear Stress: Fv= 240 S Modulus of Elasticity: Ex= 1800000 Stress Perpendicular to Grain: Bendinq Stress of Comp. Face in Tension: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd =1.00 Fv': Ev= 1600000 Fc perp= 650 Fb_cpr= 1850 Adjustment Factors: Cd =1.00 Design Requirements: Controllinq Moment: 3.33 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controllinq Shear: At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: PLF PLF PLF PLF FT FT FT PSI PSI PSI PSI PSI PSI Fb'= 2400 PSI Fv'= 240 PSI M= 30834 FT -LB V= 9384 LB Section Modulus (Moment): Sreq= 154.17 IN3 S= 192.19 IN3 Area (Shear): Areq= 58.65 IN2 L.. ZZ 2 f `~ W � QQ 2 JU 00 W= H TW W 9 U . cl)d �W Z F- H O W ~ W D O CO). O t-- W F H U _ F- .. Z W CO) O Z w F- Page: 2 Multi- Loaded Beamf 2003 International Residential Code (01 NOS)) Ver: 6.00 By: Jeffrey deRoulet , Architects Northwest on: 11 -08 -2005 :10:18:41 AM Project: M240OA3F -ODB - Location: UO3. GARAGE A= 76.88 IN2 Moment of Inertia (Deflection): Ireq= 711.57 IN4 1= 1441.41 IN4 Z W W� JU U y0. W= J F.: CO L W } O LLQ N d H = i Z H, F_ O Z t— �p U 10 0 H W W tL O W Z' co O Z Multi- Loaded Beam[ 2003 international Residential Code (01 NDS) ) Ver: 6.00 Bv: Jeffrev deRoulet , Architects Northwest on: 11 -08 -2005 :10:18:42 AM Proiect: M240OA3F -ODB - Location: U04.16 FT OH DOOR HDR Bendinq Stress of Comp. Face in Tension: Summary: Adjusted Properties 5.125 IN x 15.0 IN x 16.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 61.7% Controlling Factor: Moment of Inertia / Depth Required 12.78 In Center Span Deflections: 0.20 Dead Load: DLD- Center= Live Load: LLD - Center= Total Load: TLD- Center= Camber Required: C= Center Span Left End Reactions (Support A): LB Live Load: LL- Rxn -A= Dead Load: DL- Rxn -A= Total Load: TL- Rxn -A= Bearnq Length Required (Beam only, support capacity not checked): BL -A= Center Span Riqht End Reactions (Support B): Sreq= Live Load: LL- Rxn -B= Dead Load: DL- Rxn -B= Total Load: TL- Rxn -B= Bearing Length Required (Beam only, support capacity not checked): BL -B= Beam Data: 1.51 Center Span Lenqth: L2= Center Span Unbraced Lenqth -Top of Beam: Lu2 -Top= Center Span Unbraced Length -Bottom of Beam: Lu2- Bottom= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Center Span Loading: = W Uniform Load: Live Load: wL -2= Dead Load: wD -2= Beam Self Weight: BSW= Total Load: wT -2= Point Load 1 H O Live Load: PL1 -2= Dead Load: PD1 -2= Location (From left end of span): X1 -2= Trapezoidal Load 1 PLF Left Live Load: TRL- Left -1 -2= Left Dead Load: TRD- Left -1 -2= Riqht Live Load: TRL - Right -1 -2= Riqht Dead Load: TRD- Right -1 -2= Load Start: A -1 -2= Load End: B -1 -2= Load Lenqth: C -1 -2= Trapezoidal Load 2 = U E- Left Live Load: TRL - Left -2 -2= Left Dead Load: TRD- Left -2 -2= Riqht Live Load: TRL - Riqht -2 -2= Riqht Dead Load: TRD- Right -2 -2= Load Start: A -2 -2= Load End: B -2 -2= Load Lenqth: C -2 -2= Properties For: 24F -V4- Visually Graded Western Species 0.0 75 45 75 45 14.0 16.0 2.0 Bendinq Stress: Fb= 2400 Shear Stress: Fv= 240 Modulus of Elasticity: Ex= 1800000 Ev= Stress Perpendicular to Grain: Fe perp= Bendinq Stress of Comp. Face in Tension: Fb_cpr- Adjusted Properties Z Fb' (Tension): Fb'= Adjustment Factors: Cd =1.00 0.20 Fv': Fv'= Adiustment Factors: Cd =1.00 IN2 Design Requirements: 2642 Controllinq Moment: M= 8.32 Ft from left support of span 2 (Center Span) LB Critical moment created by combining all dead loads and live loads on span(s) 2 Controllinq Shear: V= At a distance d from riqht support of span 2 (Center Span) 1.33 Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 2984 S= Area (Shear): Areq= 0.13 IN 240 0.20 0.33 IN = L/975 IN = L/582 Z 4870 LB 91.85 0.20 IN ,1= W 30.44 IN2 fY � 2642 LB 1778 LB 4420 LB U O 1.33 IN Co W 2984 LB � 2042 LB CO U. 5025 LB W O 1.51 IN } 16.0 FT Q 0.0 FT LL CO) 16.0 FT = W 1.00 H 480 360 Z F_ H O Z t~- 0 PLF W UJ 0 PLF p 19 PLF U CO 19 PLF O C3 1- 1023 LB W W 701 14.0 LB FT = U E- -O 318 _ PLF Z 195 PLF U CO 318 PLF 195 PLF O F- 0.0 FT Z 14.0 FT 14.0 FT 1600000 650 1850 PLF PLF PLF PLF FT FT FT PSI PSI PSI PSI PSI PSI 2400 PSI 240 PSI 18371 FT -LB 4870 LB 91.85 IN3 192.19 IN3 30.44 IN2 Paqe: 2 Multi- Loaded Beam( 2003 International Residential Code (01 NDS) 1 Ver: 6.00 By: Jeffrey deRoulet , Architects Northwest on: 11 -08 -2005: 10:18:42 AM Protect: M2400A3F -ODB - Location: U04.16 FT OH DOOR HDR Moment of Inertia (Deflection): A= 76.88 IN2 Ireq= 891.40 IN4 1= 1441.41 IN4 Z H W JU UO Co 0 W =' J �_ LL. W F } J LL. Q `. W d = W' Z F- O" Z F_ W 5 O N 0 E- :W W H U, LL W Z U =: O Z Multi- Loaded Beamf 2003 International Residential Code (01 NDS) ) Ver: 6.00 By: Jeffrey deRoulet , Architects Northwest on: 11 -08 -2005 : 10 :18:44 AM Proiect: M2400A3F -ODB - Location: U05. GARAGE 0.30 Summary: 0.39 6.75 IN x 16.5 IN x 19.0 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 58.5% Controlling Factor: Moment of Inertia / Depth Required 14.15 In Center Span Deflections: 4342 Dead Load: DLD- Center- Live Load: LLD - Center= Total Load: TLD- Center= Camber Required: C= Center Span Left End Reactions (Support A): 1446 Live Load: LL- Rxn -A= Dead Load: DL- Rxn -A= Total Load: TL- Rxn -A= Bearinq Lenqth Required (Beam only, support capacity not checked): BL -A= Center Span Riqht End Reactions (Support B): 19.0 Live Load: LL- Rxn -B= Dead Load: DL- Rxn -B= Total Load: TL- Rxn -B= Bearing Length Required (Beam only, support capacity not checked): BL -B= Beam Data: 240 Center Span Lenqth: L2= Center Span Unbraced Lenqth -Top of Beam: Lu2 -Top= Center Span Unbraced Length -Bottom of Beam: Lu2- Bottom= Live Load Duration Factor: Cd= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Center Span Loading: i 9.69 Ft from left support of span 2 (Center Span) Uniform Load: Live Load: wL -2= Dead Load: wD -2= Beam Self Weight: BSW= Total Load: wT -2= Point Load 1 3 Live Load: PL1 -2= Dead Load: PD1 -2= t Location (From left end of span): X1 -2= i Trapezoidal Load 1 Left Live Load: TRL- Left -1 -2= Left Dead Load: TRD- Left -1 -2= Riqht Live Load: TRL - Riqht -1 -2= ! Right Dead Load: TRD- Right -1 -2= j Load Start: A -1 -2= Load End: B -1 -2= Load Lenqth: C -1 -2= Trapezoidal Load 2 Left Live Load: TRL- Left -2 -2= Left Dead Load: TRD- Left -2 -2= Right Live Load: TRL - Riqht -2 -2= Right Dead Load: TRD- Right -2 -2= i Load Start: A -2 -2= i Load End: B -2 -2= Load Lenqth: C -2 -2= f Properties For: 24F -V4- Visually Graded Western Species 0.09 IN 0.30 IN = L/761 0.39 IN = L/578 0.14 IN 4342 LB 1361 LB 5703 LB 1.30 IN 4477 LB 1446 LB 5923 LB 1.35 IN 19.0 FT 1.33 FT 19.0 FT 1.00 PSI 480 360 233 PLF 58 PLF 27 PLF 318 PLF 376 LB 180 LB 15.5 FT 218 PLF 55 PLF 218 PLF 55 PLF 0.0 FT 15,5 FT 15.5 FT 182 PLF 45 PLF 182 PLF 45 PLF 15.5 FT 19.0 FT 3.5 FT Bendinq Stress: Fb= 2400 PSI Shear Stress: Fv= 240 PSI Modulus of Elasticity: Ex= 1800000 PSI Ev= 1600000 PSI j Stress Perpendicular to Grain: Fc perp= 650 PSI 1 Bendinq Stress of Comp. Face in Tension: Fb_cpr= 1850 PSI Adjusted Properties Fb' (Tension): Fb'= 2284 PSI Adjustment Factors: Cd =1.00 CI =1.00 Cv =0.95 Fv': Fv'= 240 PSI Adiustment Factors: Cd =1.00 Design Requirements: Controllinq Moment: M= 27510 FT -LB i 9.69 Ft from left support of span 2 (Center Span) i Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= 5198 LB At a distance d from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 144.51 IN3 S= 306.28 IN3 Area (Shear): Areq= 32.49 IN2 ... ., «., es....« rF=,.,.._.:.. �:,...:.:'._....., ,:...,.:. x.. w,W.,w;.`�Ju,_.:.�r.�:u:a::+:.. Z '~ w � JU 0 0, O W= H NU_ W } O } J U_ Q N =d F.. W Z H O Z W U� ON WW �O W Z U= OH Z Paqe: 2 Multi- Loaded Beam[ 2003 International Residential Code (01 NDS) ) Ver: 6.00 BV: Jeffrey deRoulet , Architects Northwest on: 11 -08 -2005 : 10:18:44 AM Project: M2400A3F -ODB - Location: U05. GARAGE A= 111.38 IN2 Moment of Inertia (Deflection): Ireq= 1593.91 IN4 1= 2526.82 IN4 Z Z J U. 0 0 CO ) o Ui J �. CO) U_ W O �Q N d = W H Z I- F- O Z F—. W W U � CO 'O D F- W W' LL 0 —O W Z p _ O F-' .z MITCHELL ENGINEERING INC • 7 Redmond, WA 9 05 (425) 747 -1500 VJ,j4/ om issloft 7� C0D� c0N1 6;4 ��. _ �►ECK11' zone ; 4 .w� JAM 1 01 Al t IT ' VC'4 ww2c � f% �RM EXPIRES PREPARED BY PROJECT — SHEET NO. OF DATE O.5 SUBJECT ' 447! /d '– 4AI44A L JOB NO. .w � .. tr .Cx*t.7+.;iiFik9�eytfifitt'f�P . T3.srx;asrgar+A.FVKiv #. Z W 00 cf) J = W LL WO LLQ to _ _CY �W ?_ �o Z� W W U� O co o�_ WW H 60 W Z CO) O Z 77 /71� 9 AT - ' f �s� �� _ ! 4cl i4_) r- C0D� c0N1 6;4 ��. _ �►ECK11' zone ; 4 .w� JAM 1 01 Al t IT ' VC'4 ww2c � f% �RM EXPIRES PREPARED BY PROJECT — SHEET NO. OF DATE O.5 SUBJECT ' 447! /d '– 4AI44A L JOB NO. .w � .. tr .Cx*t.7+.;iiFik9�eytfifitt'f�P . T3.srx;asrgar+A.FVKiv #. Z W 00 cf) J = W LL WO LLQ to _ _CY �W ?_ �o Z� W W U� O co o�_ WW H 60 W Z CO) O Z N 0 y E) k 1 r l r L 1 � Q N & t4 ( 1 4 ; - k c TT- l�Jr��,;�y - L�#ff i 'I I t I� I ............ NOTICE: IF THE DOCUMENT IN THIS FRAME I LESS CLEAR THE DOCUMENT. N IT THIS NOTICE IS DUE TO THE QUALITY 0 c� J�� VV1,17 i� Wit„ r U� W L I� rr. v' A c=1=1 7 1 -1 A!L 1,/s1 �l P, SAt,Ij� rA �► . �. v ` W V BSI � I c_ c1T.S Zr * /gz4/#r NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARTHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ti r 44; i n � f 59 Q e 3� N� t� J .r Tri z �Z �W UO 0 W= �IL w O, LL_ � = w ZO w U� O N DH Ww 3: U ll O W z CO) O z Odd LTi4� `i)ALL PREPARED BY PROJECT, DATE SUBJECT 7821 - 168th Ave. N.E. Redmond, WA 98052 NA (425) 747 -1500 _ �f�ST� -!� 3 �I�� J451 SHEET NO. 9 OF JOB NO. Z W UO N to w N u. WO u- j cl) �w z Wo �5 U� O N 01-- Ml Lu H U- O z w O Z MITCHELL ENGINEERING INC* 7821 - 168th Ave. N.E. MITCHELL ENGINEERING INC • Redmond, WA 98052 (425) 747 -1500 WALL Z W � �U UO co D. W= J �- (A w . w O U Q N _ d �W Z Z �—: F— 0 Z I-- w 25 . U O N .0 F- WW H� U. 0 W Z U= O Z MITCHELL ENGINEERING INC . �✓1►-� P9� `�SY�T" � I� I�I11 �� ATT, �3 PREPARED BY PROJECT SHEET NO. 7 OF DATE / SUBJECT JOB NO. �. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 WAuL Z }" Z . �W QQD JU UO WF- NW W LLQ cn D =d �W ?_ z0 W U� O N Q F_ WW F- LL z U- p MITCHELL ENGINEERING INC . 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 0 J: 0,-Ll -.� AEI w� Au- �lAjt AT /A lt5 �gTk:, -44 1 1 �5�� Tvh— ' Z �Z '~ W � UO (n D. W= J �- cl) LL WO 9Q c� �W Z� F- O Z I- W U� O— (3H WW H (.5 ti O 111 Z U= O Z MITCHELL ENGINEERING INC . 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 vv 0-14 i' 1 15 l � 5�-� r �.t LT Z =Z ui JU UO N W = � W O. 2 9-J. LJ.. Q CO D 2 C3 �W F- O Z F-- 5 U� O N. D �- uJ W lL O W Z CO) b F:: El Z •a Contemporary Homes, hie. Where Quality Shows Through" % �G2, 4 � /.S- el-fj �/, el p AO .40 & f A"v ? e s rY- �, l� z W. JU 000 W= CO LL W LL Co D _CY �W z= z0 W W 0 0) . o�- WW LL z w CO 0 H z 9905 - 239th Place Southwest • Edmonds, Washington 98020 (206) 542 -6924 • Fax (206) 542 -6924 N � NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITYPF THE DOCUMENT. Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): D04 -200, DPO4 -008 Grantor: R. A. "Dick" Cassutt Grantee: The City of Tukwila Work Location: 4610 and 4612 S 107` and S Ryan Way Assessor's Tax Parcel Number(s): Section/Township /Range: 547680 -0060, 547680 -0055 03 -23 -04 Abbreviated WorK Description: Installation of water, sewer, surface water for single family residence requires cuts in S 107` (Creston) Street. No cuts allowed in S Ryan Wy. 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 _� OF I z �z �w u� 0 . UQ W= CO LL w LQ cl) i z� F- o z F- w 25 U N o F- wW U .z w U= o� z w -A 9,14 GRANTOR By: l2�iLl Date: 2 C' STATE OF WASHINGTON ) COUNTY OF KING ss. GRANTOR Date: `On this f7 +ti day of Adqu5i , 2005, before me a Notary Public in and for the State of Washington, personally appeared A charol A. CaSs cc - H , and — , to me known to be the individualvi that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said individual(,4, for the uses and purposes mentioned in this instrument, and on oath stated that he /sloe /#iey was /We e authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. A ••�Fq��' h ( seal) P�; ••�esiorvF••.�',c �,, N ' P UBLIr- ' 2 OP WASNN, Name: Alice A. Deac.y NOTARY PUBLIC, in and for the State of Washington, residing at Renfon My commission expires: PAGE Z OF L l_ 6 -/6- 03 '�. . =.5�. ��1Si.r!i�Y ` � P. v� '.i;;;51ti,Fa;�. +4+;<'ii�..!�.i .Wy�Sk..J >.. �.Yf3::. {:a �i4ty ly.JtJ.,�:..a »L:yrn;i.'�a i "i.t dJYw;kpr.: ,. Etta ',i., l s.'J�id;iiAaaf":+tu:.+..uia•:� :: �• Z �Z '�• w JU UO Cl) C0 W J H T LL w LL Q CO = a �w z �O Z E- w �5 U� ON o�- w F- P LL w z U =. 0 Z s Th .f DATED this i day of , , 200 GRANTEE: CITY of TUKWILA By: QIr Print Name: James Morrow Its: Public Works Director STATE OF WASHINGTON COUNTY OF KING On this day, before me 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 their 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. E A Dec 'i 4, Name: A. M ac (seal); cv N�TAgY 9 u� NOTARY PUBLIC, in and f r the State of N; pUauIG Washington, residing at Renton 1 6 . 010 ... X �ca� ; "My commission expires: 6 - 08 Approved as to form. Attorney for the City of Tukwila PAGE OF Z r~ W JU cU 0 N C0 J �. DLL w 0 L? � =w z� Z W U� 0 - o� wW 0 ..z w CO 0 Z w v yea„ J /, • 0 ' �.io2 tf -100' y \-W CEO. z r G qo' 2E Cl 6 •�s =��t:g�9o• ��.l.�cRZ -roil r C -- n&vt Kill- PAGE OF z W �QQ? JU UO ND to J N U W O �QQ U- T J y CY �W J Z r �— O z F- W W D� O N D F- W W H lL O W U= O z EXHIBIT B DEPICTION OF WORK LOCATIONS) -'*Ei ____ �\ f `? }} k� f ram a� f: 1 ;j } 41W y 4 _r x _ 4 1 a �i i _i i t C _a GEOTECHNICAL ENGINEERING STUDY PROPOSED SINGLE FAMILY RESIDENCES 4600 BLOCK OF SOUTH RYAN WAY TUKWILA, WASHINGTON 98178 Project No. G- 1004 -1 Prepared for Mr. Gerald T. Williams INTERSTATE DEVELOPMENT CORPORATION 7683 SE 27th Street, Suite 153 Mercer Island, WA 98040 Phone: (206) 230 -5754 April 23, 2004 By GEO GROUP NORTHWEST, INC. 13240 NE 20th Street, Suite 12 Bellevue, Washington 98005 Phone (425) 649 -8757 Fax (425) 649 -8758 Z - Z . w Q � JU UO U J NO w J LL =: co C! = w Z �.. t— O Z R w W U� O o�- w —0 w U N z P [JIM Geotechnical Engineers, Geologists :? Group Northwest, Inc • & Environmental Scientists April 23, 2004 Project No. G- 1004 -1 Mr. Gerald T. Williams Interstate Development Corporation 7683 SE 27th Street, Suite 153 Mercer Island, Washington 98040 SUBJECT: Geotechnical Engineering Study Proposed Single Family Residences 4600 Block of South Ryan Way ! . Tukwila, Washington 98178 ` Dear Mr. Williams: We are pleased to submit this report titled "Geotechnical Engineering Study, Proposed Single LAI Family Residence, 4600 Block of South Ryan Way, Tukwila, Washington." The project will include the construction of single family residences on each lot, a private driveway, and utilities. t The purpose of this study is to characterize the existing site conditions, perform engineering analyses and develop recommendations for earthwork, grading foundation support, drainage, utilities, and pavements. ►'� Geo Group Northwest, Inc. explored the subsurface site conditions in November of 1998 by Ey excavating six test pits to depths of up to 11 feet. In general, the project site is mantled with 2 feet to 3 feet of weathered loose Sand with some silt. Underlying the loose weathered soils are loose to medium dense sands and interbedded sands and silts. Dense soils capable of supp P pp g the proposed structures were encountered at a depth of 4.5 feet to 7 feet below the existing grade. The site exploration took place following a month of heavy precipitation. During the subsurface s investigation, groundwater was not encountered and only a minor amount of perched seepage was observed in the northeast corner of the site. Consequently, minimal groundwater seepage is anticipated during construction. !A Z J V UO CO LU U � W = to LL w O La �D = �w Z = w o t-- WT tL 1i� UU r LL z CO o~ 13240 NE 20th Street, Suite 12 • Bellevue, Washington 98005 ! ° Phone 425/649.8757 • FAX 425/649 -8758 knr i William Chang, P.E. .. -j Principal '7 I i a 7 i 1 i i � I f - -� i i i Geo Group Northwest, Inc. z �. �w U CI) C0 W J H N LL w � =w f - O z i- w w U� o CO o F- w - o ..z w CO z April 23, 2004 G- 1004 -1 S Ryan Way, Tukwila Page ii 1 Based on the results of our study, it is our opinion that the two lots may be residentially developed. Proposed structures may be supported on conventional spread footing foundations. ! Footings should bear on dense undisturbed native site soils, or on structural fill, controlled density fill (CDF) or lean mix concrete that extends down to suitable bearing soils. ., We appreciate this opportunity to provide geotechnical engineering services. Please call should °" -Y you have any questions regarding this report. 4� Sincerely, GEO GROUP NORTHWEST, INC. William Chang, P.E. .. -j Principal '7 I i a 7 i 1 i i � I f - -� i i i Geo Group Northwest, Inc. z �. �w U CI) C0 W J H N LL w � =w f - O z i- w w U� o CO o F- w - o ..z w CO z <f k` 4 f 7 J _1 i l t i y i TABLE OF CONTENTS Project No. G- 1004 -1 1.0 INTRODUCTION Page 1.1 Project Description ..................... ............................... 1 1.2 Scope of Services ...................... ............................... 1 2.0 SITE CONDITIONS 2.1 Surface Conditions ..................... ............................... 2 2.2 Subsurface Conditions ................... ............................... 2 2.3 Groundwater Conditions ................. ............................... 3 3.0 UBC & LIQUEFACTION EVALUATION 3.1 Uniform Building Code .................. ............................... 3 3.2 Liquefaction Assessment ................. ............................... 3 4.0 DISCUSSIONS AND RECOMMENDATIONS 4.1 General ....... ....................... ............................... 4 4,2 Steep Slope Building Setback Considerations . ............................... 4 4.3 Site Preparation and General Earthwork ..... ............................... 4 4.3.1 Structural Fill ........................ ............................... 5 4.4 Foundations .......................... ............................... 6 4.5 Slab -on -Grade Floors ................... ............................... 7 4.6 Excavations and Slopes ................................................. 8 4.7 Permanent Basement and Conventional Retaining Walls ........................ 8 4 .8 Drainage ............................. ............................... 9 4.9 Utilities ............................. ............................... 10 4.10 Pavement Subgrade and Section Design .... ............................... 10 5.0 LIMITATIONS ...................... ............................... 11 6.0 PLAN REVIEW AND CONSTRUCTION MONITORING ................. 11 ILLUSTRATIONS Plate 1 - Vicinity Map Plate 2 - Topographic Site Plan Plate 3 - Typical Drain Detail APPENDIX A Plate Al Plates A2 through A4 USCS Legend Test Pit Logs Geo Group Northwest, Inc. '- :;?s;. " 3. a: wi 7 �;.r:5 z 3:z �w u� D UO (n o J �. NIL wo U. Q N :) �w z �. o. z F-- w w U� o C o� wW LO w z U= 0 1- z VIM !am i , a 1'� GEOTECHNICA _ENGINEERING STUDY PROPOSED SINGLE FAMILY RESIDENCES 4600 BLOCK OF SOUTH RYAN WAY TUKWILA, WASHINGTON 98178 Project No. G- 1004 -1 1.0 INTRODUCTION 1.1 PROJECT DESCRIPTION The subject property is located in the 4600 block of South Ryan Way in Tukwila, Washington, as shown on the Vicinity Map, Plate 1. Land use in the immediate vicinity of the project site consists of commercial and residential properties. The site consists of two lots. The southern lot, Lot A, is 16,737 square feet in size. The northern lot, Lot B, is 18,452 square feet in size, as shown on the Topographic Site Plan, Plate 2. The homes will have daylight basements and will be approximately 2,400 square feet each. House i and grading plans were not available at the time this report was written. Rockery or modular block walls may be required to create level yard areas and retainment for the driveway. 1.2 SCOPE OF SERVICES i The scope of the work included: • Site exploration with a backhoe to characterize the subsurface conditions of the site. Geo Group Northwest conducted the site exploration on November 30, 1998. The property was being considered for a commercial building development at the time. • Engineering analysis to evaluate foundation support, excavation, grading and drainage J issues and pavement design. Preparation of this geotechnical report presenting our findings, conclusions and J recommendations. 2.0 SITE CONDITIONS Geo Group Northwest, Inc. Z Z �w �U 00 CO 0 co W J = H CO LL w LQ cl) = a �w Z Z O w W D0 O- 0 E- w W �z w U= O Z i Ps 3 April 23, 2004 G- 1004 -1 S Ryan Way, Tukwila Page 2 2.1 SURFACE CONDITIONS The property is bordered to the west by commercial property (Storage Units), to the east by a single family residence, to the north by vacant property, and to the south by the abandoned roadway of South 107th Street. The subject property is vacant and slopes down to the southwest at an average gradient of approximately 17 percent. Elevations across the site vary from 110 feet at the northeast property corner to 68 feet at the southwest corner. A portion of the neighboring property to the west is steeply sloped at up to 100 percent (1H: 1V) with a total slope height of 18 feet. The neighboring property appears to have been excavated (gravel pit) in the past and a portion of cut slope encroaches into the southwest corner of Lot B. The property is heavily vegetated with blackberry vines and with scattered Alder and Maple trees. A buried concrete slab (former home site) is located in the south central portion of the site. i 2.2 SUBSURFACE CONDITIONS y4, According to the " Preliminary Geologic Map of Seattle and Vicinity, Washington by Howard H. Waldron, et al., dated 1962 and published by the Department of the Interior, United States Geological Survey, the surficial soil unit covering the subject site and adjacent areas is classified - as "Vashon Till ", (Qt). Accordingly, Vashon till consists chiefly of a compact, frequently concrete -like, poorly -sorted mixture of clay, silt, sand, pebbles, and cobbles, with occasional large boulders. Vashon till was deposited directly by the ice as it advanced over bedrock and older Quaternary sediments. A total of six test pits were excavated to characterize the subsurface conditions on November 30, 1998. The test pits ranged in depth from 9 to 11 feet and were logged by a representative of Geo Group Northwest, Inc. In our laboratory, the soil samples were tested for moisture content and the field classification reviewed. Soil descriptions and test results are recorded on the Test Pit Logs, Appendix A, and the test pit locations are illustrated on the Topographic Site Plan, Plate 2. The site soils consist of 2 to 3 feet of loose weathered Sand with a trace to some silt, underlain by loose to medium dense Sand and interbedded Sand and Silt. Dense soils were encountered at 4.5 feet to 7 feet below the existing ground surface. The dense soils consist of Sands and Interbedded M� Geo Group Northwest, Inc. '�'`' W. l�:+�:.r.iLx:;;.i+:=tr.::.LL.3'' :: u;:.i:{-aii • , a�u .:�;.rY1ai::��::n,�.tFsziSYi1' ": "+u' �iF�f C.ks�fW ' Z ~ W a: 2 D UO N CO W J = H U. w LLQ co D = �w Z E_ O z�_ W U� O� al-- W LV 2 H F- U. F- w z U CO P_ O z %ta i i� i4 7 1 y i April 23, 2004 G- 1004 -1 S Ryan Way, Tukwila Page 3 Sands and Silts. For a complete description of the soil conditions encountered, please refer to the Test Pit Logs in Appendix A. 2.3 GROUNDWATER CONDITIONS Only minor seepage was encountered at a depth of 3.5 to 4 feet in Test Pit TP -1 at the northeast corner of the property. No groundwater or other natural seepage was noted. A concrete tile drain line was encountered in Test Pit TP -6 at the southwest corner of the site. The line contained water, but the source is unknown. We do not anticipated significant groundwater seepage during site construction as the site investigation was conducted after an extended period of heavy precipitation. 3.0 UBC & LIQUEFACTION ASSESSMENT 3.1 UNIFORM BUILDING CODE The 1997 Uniform Building Code (UBC), western Washington is classified as Seismic Zone 3 (Figure 16 -2), which is assigned a Seismic Zone Factor, Z, of 0.30 (Table 16 -I). The soil conditions encountered at the site during our investigation correspond best to a Soil Profile Type Of S -Stiff Soil Profile (Table 16 -J). Based on a Seismic Zone Factor (Z) of 0.3 and a Soil Profile Type of S the Seismic Coefficient Ca is 0.36 (Table 16 -Q) and the Seismic Coefficient Cv is 0.54 (Table 16 -R) for the site. 3.2 LIQUEFACTION ASSESSMENT Liquefaction is a phenomenon where loose granular materials below the water table temporarily behave as a liquid due to strong shaking or vibrations, such as earthquakes. Clean, loose and saturated granular materials are the soils susceptible to liquefaction phenomena. Based on the subsurface information, it is our opinion that the project site has a minimal potential risk of soil liquefaction during a seismic event. 4.0 DISCUSSIONS AND RECOMMENDATIONS Geo Group Northwest, Inc. •, .. :.5.:.,u:.�:s;::: - w ' sa::.�,.,:x:::utic,�;;:,ut:�t„•: �t>- . `:c1� :� • 1 e• aLu.6r�:. z Z �w �U UO W= �L w LLQ = a �w z �0 w LIJ U� ON o }_ w H LL Z ui U= 0 z r 4 {� f April 23, 2004 G- 1004 -1 S Ryan Way, Tukwila Page 4 4.1 GENERAL The main geotechnical issues for the proposed residential development include steep slope building setback considerations, erosion control, grading, foundation support, drainage, and subgrade preparation for the driveways. Specific geotechnical recommendations are presented in the following sections. h 4.2 STEEP SLOPE BUILDING SETBACK CONSIDERATIONS The existing steep slope on the west side of the north lot appears stable. We did not observe signs of instability, such as recent scarps, slumps, or tension crack. Based on the site conditions, pam we recommend the homes be supported by shallow spread footing foundations be located no closer than 15 feet from the top of slopes steeper than 40 percent. This recommendation could impact a home located closer than 28 feet from the west property line of the northern lot, Lot B, where the top of the steep slope encroaches about 13 feet into the lot. Deck supports may be located up to 5 feet from the top of slope. Geo Group Northwest, Inc. should provide alternate foundation recommendations if the house will be located closer than 15 feet from the top of the steep slope. i 4.3 SITE PREPARATION AND GENERAL EARTHWORK f - i Silt fences should be installed around areas disturbed by construction activity to prevent sediment- laden surface runoff from being discharged offsite, prior to the start of clearing and grading. The building and pavement areas should be cleared and grubbed of surface vegetation and organics. The buried slab should be removed or broken up and buried as part of the fill. The loose subgrade soils below the driveway pavement areas should be densified. We recommend excavating and recompacting the site soils to a depth of 2 feet below the finished _..: subgrade and proof - rolling with a piece of heavy construction equipment, such as a fully loaded dump truck, under the observation of the geotechnical engineer. The resultant pavement subgrade should be dense and unyielding. Soft spots may require recompaction or replacement with compacted structural fill, or crushed rock. If the subgrade is wet, or of poor quality, placing a woven geotextile, such as Mirafi 500X, under the structural fill can provide subgrade - stabilization and separation of the materials. Subgrade stabilization recommendations should be Geo Group Northwest, Inc. U>..i. ° :n4i�:Cku�j1YlNdn1 Z '� W W D U N J = H N LL w J LL C �w Z ZO w w U� �_ o E-- wW �F- u' O w Z Cl) O Z r-1 i B 4 M ' E q FAN Val u� t � April 23, 2004 G- 1004 -1 S Ryan Way, Tukwila Page 5 provided by the geotechnical engineer based on the site conditions. 4.3.1 Structural Fill All structural fill material used to achieve design site elevations below building, pavement or sidewalk areas should meet the requirements for structural fill. During wet weather, material to be used as structural fill should have the following specifications: 1. Be free draining, granular material, which contains no more than 5 percent fines (silt and clay -size particles passing the No. 200 mesh sieve); 2. Be free of organic and other deleterious substances; 3. Have a maximum size of three 3- inches. All fill material should be placed at or near the optimum moisture content. The optimum moisture ` I content is the water content in soil that enables the soil to be compacted to the highest dry density ? for a given compaction effort. Some of the site soils are considered to be moisture sensitive, due to their silt content, and should i not be used as structural fill during wet weather. During dry weather, any compatible non - organic . -- soil may be used as structural fill, provided the material is near the optimum moisture content for ' compaction purposes. a Structural fill should be placed in thin horizontal lifts not exceeding 10- inches in loose thickness. i Structural fill under building areas should be compacted to at least 95 percent maximum density, as determined by ASTM Test Designation D- 1557 -91 (Modified Proctor). Structural fill under parking lots, driveways, patios and sidewalks should be compacted to at least 90 percent of maximum density, with the exception of the upper 12- inches. The top 12- inches should be compacted to at least 95 percent maximum dry density, as determined by ASTM Test Designation D- 1557 -91 (Modified Proctor). 4.4 i FOUNDATIONS Geo Group Northwest, Inc. z Z . �w _j U UO C/) CO W J = H � wO J U_ N Cf = w ? �- Zo w w D ON o E- ww LO w z CO O Z �S April 23, 2004 G- 1004 -1 S Ryan Way, Tukwila Page 6 I N{ The proposed residences may be supported on conventional spread footings consisting of !! individual column footings and continuous wall footings. Footings may bear directly on dense native soils. Alternatively, footings may bear on structural fill, controlled density fill, or lean mix 4 concrete that extends down to suitable bearing soils. If structural fill is to be used to support the foundation footings, the structural fill should extend below the footing at 1 H:1 V (Horizontal: Vertical) creating a structural fill wedge. If the footing is supported on controlled density fill or lean mix concrete, the over - excavated trench needs only to be as wide as the footing. Lean mix and CDF should have a minimum design compressive strength of 100 psi. Design criteria for conventional foundation footings are as follows: ♦ Allowable soil bearing pressure including all dead and live loads: .ti • Bearing on dense undisturbed native material = 2,000 psf On CDF that extends down to bearing soils = 2,000 psf -a On Structural Fill that extends down to bearing soils = 2,000 psf w ♦ Minimum depth to bottom of perimeter footing below adjacent exterior grade = 18 inches i 7 ♦ Minimum depth to bottom of the interior footing below top of floor slab = 12 inches ♦ Minimum width of wall footings = 16 inches i ♦ Minimum lateral dimension of column footings = 24 inches; b —' ♦ Estimated post - construction settlement ='/z inch; _.! ♦ Estimated post - construction differential settlement; across building width = '/2 inch A one -third increase in the above allowable bearing pressures can be used when considering short- term transitory wind or seismic loads. Lateral loads can also be resisted by friction between the foundation and the supporting compacted fill subgrade or by passive earth pressure acting on the buried portions of the foundations. For the latter, the foundations must be poured "neat" against Geo Group Northwest, Inc. Z z �w 0 00 ND J = CO LL w J LL CJ)d =w z� �0 Z w U C0_ o F_ wW LL 0 w z L U= r 1� z ``^Er f; April 23, 2004 G- 1004 -1 to S Ryan Way, Tukwila Page 7 F, '�. the existing undisturbed soil or backfilled with a compacted structural fill. Structural fill requirements can be found in the section entitled, Site Preparation and General Earthwork, of this report. Our recommended parameters are as follows: Passive Pressure (Lateral Resistance) • 350 pcf equivalent fluid weight for compacted structural fill & dense native soils t ' Coefficient of Friction (Friction Factor) 0.35 for compacted structural fill, dense native soils, CDF, and lean mix concrete f t Disturbed or organic soil below the bottom of the footings not capable of being compacted to structural fill specifications should be removed and replaced with select structural fill, CDF or lean mix concrete. Water should not be allowed to accumulate in the excavated footing trenches. 4.5 SLAB -ON -GRADE FLOORS 7 Where the native site soils below slab -on -grade floors is loose, the native site soils should be replaced with structural fill soils compacted to 95 percent of the materials maximum dry density and extending a minimum of 2 feet below the slab. Compaction should be verified in the field by density testing. In fill areas, the top 2 feet of the existing loose native subgrade soils should be excavated and compacted to structural fill specifications prior to placement of additional fill. To avoid moisture build -up on the subgrade, slab -on -grade floors should be placed on a capillary break, which is in turn placed on the prepared subgrade. The capillary break should consist of a minimum of six (6) inch thick layer of free - draining gravel containing no more than five (5) i percent finer than No. 4 sieve (1/4 -inch sieve openings). To reduce water vapor transmission through the slab we recommend installing a 10 -mil reinforced vapor barrier between the capillary break and concrete floor slab, such as Moistop by Fortifiber Corporation. Two to four inches of sand may be placed over the membrane for protection during construction. 4.6 EXCAVATIONS AND SLOPES Geo Group Northwest, Inc. L+,w....;:a..,.i,.., .:.ir 1..v1:.:,+ii..y�.i+r... .. wa' "�..r y tss�.i.: .vuu:crvi+iHd.';l .0 �3i9.i.+MrhWSrcti:`u*)fi;:' �•, "t- .. �isws�aF.trryt+.*i,- pus :��u`,.rz",�tly�ba+;a.r�LwG,:i' z Z 2 .� U UO Cl) J = H T LL w J U cf) CY W z = z O w w U� O- o�_ W HF- U —` O w z U= P h- z Active Earth Pressure hm Conventional reinforced concrete walls that are designed to yield an amount equal to 0.002 times the wall height, should be designed to resist the lateral earth pressure imposed by an equivalent fluid with a unit weight of 35 pcf for level backfill above the wall. At -Rest Earth Pressure Walls supported horizontally by floor slabs are considered unyielding and should be designed for lateral soil pressure under the at -rest condition. The design lateral soil pressure should „? have an equivalent fluid pressure of 50 pcf for level ground behind unyielding walls. For the sloped ground above the wall, a surcharge load equivalent to 50 percent of the soil height above the wall should be considered in addition to the above soil pressures. Traffic and planter ' loads, if applicable, should be considered in addition to the above soil pressures. Recommended .� passive and base coefficient of friction: Geo Group Northwest, Inc. April 23, 2004 G- 1004 -1 S Ryan Way, Tukwila Page 8 Under no circumstance should excavation slopes be greater than the limits specified by local, state �1 and national government safety regulations. It is the responsibility of the contractor to comply C with the safety regulations and maintain a safe work environment. Temporary excavations greater z W than 4 feet in height should be sloped no steeper than 1H:1 V (Horizontal: Vertical). If open cut v 6 slopes of this inclination or flatter cannot be constructed due to property line or other restraints, 0 0 N o temporary shoring may be necessary. If groundwater seepage is encountered during construction, J w ` excavation of open cut slopes should be halted and the stability of the cut slopes should be N U _ evaluated by the geotechnical engineer. Permanent cuts and fills should be sloped no steeper than W o 1; 2H:1 V. Permanent fills steeper than 2H:1 V should by geogrid reinforced and retained with a Q ' rockery or modular block wall. Cuts steeper than 2H:1 V should be retained with a rockery or co a modular block wall for erosion protection. Recommendations for geogrid reinforcement, rockery W walls, and modular block retaining walls should be provided by Geo Group Northwest hwest based our z Z 0 review of the proposed site grading and development, once plans are finalized. W W U D 4.7 PERMANENT BASEMENT AND CONVENTIONAL RETAINING WALLS 0 W W U ., Basement and retaining walls restrained horizontally on top are considered unyielding and should U _ i= be designed for a lateral soil pressure under the at -rest condition; while conventional reinforced z concrete walls free to rotate on top should be designed for an active lateral soil pressure. ui v t: ~O f- Z Active Earth Pressure hm Conventional reinforced concrete walls that are designed to yield an amount equal to 0.002 times the wall height, should be designed to resist the lateral earth pressure imposed by an equivalent fluid with a unit weight of 35 pcf for level backfill above the wall. At -Rest Earth Pressure Walls supported horizontally by floor slabs are considered unyielding and should be designed for lateral soil pressure under the at -rest condition. The design lateral soil pressure should „? have an equivalent fluid pressure of 50 pcf for level ground behind unyielding walls. For the sloped ground above the wall, a surcharge load equivalent to 50 percent of the soil height above the wall should be considered in addition to the above soil pressures. Traffic and planter ' loads, if applicable, should be considered in addition to the above soil pressures. Recommended .� passive and base coefficient of friction: Geo Group Northwest, Inc. i April 23, 2004 G- 1004 -1 S Ryan Way, Tukwila Page 9 Passive Earth Pressure r F�1 j . FttlA i� ? „r i • 350 pcf equivalent fluid weight for dense soil and structural fill Base Coefficient of Friction • 0.35 for dense soil and structural fill The walls should be drained to prevent the buildup of hydrostatic pressure. We recommend using a vertical drain mat and granular free - draining backfill material to facilitate drainage as discussed in the following Drainage section. 4.8 DRAINAGE The finished ground at the site should be graded such that surface water is directed away from the building structure. Water should not be allowed to stand in areas where footings, slabs or pavements are to be constructed. We recommend that footing drains be installed around the perimeter foundation. The drains should consist of a four (4) inch minimum diameter, perforated or slotted, rigid drain pipe laid at or near the bottom of the footings with a gradient sufficient to generate flow, as illustrated on Plate 3, Typical Drain Detail. The drain line should be bedded on, surrounded by, and covered with a free - draining rock or free - draining granular material. The drain rock and drain line should be completely surrounded by a geotextile filter fabric, Mirafi 140N or equivalent. Once the drains are installed, the excavation should be backfilled with a compactable granular fill material. Roof drains should not be connected to the footing drain system. Roof drains and footing drains } should be separately tightlined to discharge into the City storm water system, if available. _j Concentrating impervious surface water in dry-wells is not recommended. Cleanouts should be installed to allow for periodic maintenance of the footing drains and downspout tightline systems. M The basement foundation walls below the structure will not be accessible. We recommend installing multiple lines of drainage behind these walls. To facilitate drainage against the basement walls, the exterior of the basement walls should be sealed and a vertical drain mat installed such as Miradrain 6000 or equivalent. The drain mat should extend from the finished surface grade, down to the footing drain pipe. The drain mat should be secured to the wall and the top of the drain Geo Group Northwest, Inc. r z �z �w QQ JU U U �_ H CO W w J a. N =w z �.. O z F_ W w U� O U) o �- w L W r F- LL O ui z U= 0 z r April 23, 2004 G- 1004 -1 S Ryan Way, Tukwila Page 10 mat should be pinned to the wall with a bar to prevent backfill soils from entering between the wall and drain mat. The wall may be backfilled with the sandy on -site soils provide they are compacted to 90 percent of the materials maximum dry density to prevent clogging of the geotextile filter fabric on the exterior side of the drain mat. The top twelve (12) inches of backfill y x should consist of compacted and relatively impermeable soil. This cap material can be separated from the underlying more granular drainage material by a layer of geotextile. The surface should be sloped to drain away from the building wall. i . !'! 4.9 UTILITIES Geo Group Northwest, Inc. 7 . .1iw,cf:isa..ii',:r'+wasi:;13F: Kt. :' � n... }E Y• . �.:, i r , Z �w QQ JU 00 CO C0 LLJ J = �LL w LLQ �D = Fw Z z� w w U� C0 o f- wW L O ui Z U= P F- z Utility trench excavations are anticipated for water, gas, electrical utilities, storm water conveyance and sanitary sewer lines. Due to safety considerations, utility trench excavation sidewall slopes must follow the criteria described in the previous section, Excavations and Slopes. N Trench backfill beneath pavement areas should be placed and compacted to structural fill specifications. j 4.10 PAVEMENT SUBGRADE AND SECTION DESIGN The adequacy of site pavements is strictly related to the condition of the underlying subgrade. If this is inadequate, no matter what pavement section is constructed, settlement or movement of the subgrade will be reflected up through the paving. In order to avoid this situation, we recommend - the subgrade be treated and prepared as described in the Site Preparation and General Earthwork ..- , section of this report. Areas of soft, wet or unstable subgrade identified by proof - rolling should be stabilized as directed by the geotechnical engineer. Minimal heavy truck loads are anticipated on the driveways. We recommend the driveway ` pavement section design consist of the following provided the subgrade is dense and unyielding: Driveways (Light Traffic Loads) Class "B" Asphalt Concrete (AC) 2- inches Crushed Rock Base (CRB) 4- inches ..J i 5.0 LIMITATIONS Geo Group Northwest, Inc. 7 . .1iw,cf:isa..ii',:r'+wasi:;13F: Kt. :' � n... }E Y• . �.:, i r , Z �w QQ JU 00 CO C0 LLJ J = �LL w LLQ �D = Fw Z z� w w U� C0 o f- wW L O ui Z U= P F- z r April 23, 2004 G- 1004 -1 S Ryan Way, Tukwila Page 11 This report has been prepared for the specific application to the subject project site, for the R exclusive use of the project owner and the project design team. The findings and the + recommendations stated herein are based on our field observations, the subsurface conditions encountered in our site exploration, our experience, and judgement. The recommendations are our professional opinion derived in a manner consistent with the level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this fag area, within the scope of work, and within the budget constraint. No warranty is expressed or ' implied. In the event that soil conditions vary during site work, Geo Group Northwest, Inc. t� should be notified and the recommendations herein re- evaluated, and where necessary, be revised. I i11 6.0 PLAN REVIEW AND CONSTRUCTION MONITORING It is recommended that we be retained to perform a general review of the final design and specifications to verify that the earthwork, foundation, and other recommendations have been properly interpreted and implemented in the design and engineering plan documents. It is recommended that we be retained to provide geotechnical monitoring services during construction. This will allow us to confirm that the subsurface conditions are consistent with those described in this report and allow for design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. It will allow us to evaluate whether the erosion control, earthwork, and foundation construction activities conform to the intent of the contract plans and specifications. While on the site during construction, we will not direct or supervise the contractor or the contractors work, nor will we be responsible for providing or reviewing on -site safety or dimensional measurements. INSPECTIONS The following items should be inspected by the geotechnical engineer during construction: • Erosion control, clearing, and grubbing • Excavations, groundwater seepage, signs of instability of slopes or cuts • Structural fill compaction testing below foundations and pavements ..J • Verification of allowable bearing conditions for foundations • Placement of capillary break and moisture barrier below slabs �J Geo Group Northwest, Inc. z ~ W D J0 00 CO = CO LL w LL Q Ca D 7 �w z X F_ I— 0 z F— w w U� CO o� w W F� -0 w z U� 0 z t ' April 23 2004 G- 1004 -1 S Ryan Way, Tukwila Page 12 of allowable bearing Verification all ab b a g conditions for foundations Z • Placement of capillary break and moisture barrier below slabs _ • Installation of subsurface drainage w 2 Pipe bedding, trench backfill, and compaction testing below pavements v UO • Subgrade preparation below pavements, proof - rolling, and subgrade stabilization I D w= The contractor should provide us with a minimum of 24 hours advance notice to perform the N U- f above inspections so that we can arrange to have personnel available. U- We appreciate the opportunity to provide you with this geotechnical engineering study. If you = d have any questions regarding this report or need additional information, please call us. i PAN Z �- v f-- O Z l- o t W�a� w �o Sincerely, N GEO GROUP NORTHWEST, INC. o F _ W 1116 C�`y .. z LL 1-10 - used Ge v N Wade J. L.assey o Wade J. Lassey z Engineering Geologist lea William Chang, P.E.► Principal Geo Group Northwest, Inc. ��i.'.: w�at�: i.. d13:> 1/arnF �'Y+`.ti ;R�Ni'�A:�nNs.Y.�:.+R Lr'nY� �13:14d �•3i�?ASifeuitGYL .. .... ..� +� e. �sn.. V .�'+vi.e:.4,:...'ai+..�...ei;ni 4.:. L' SiIMfiG. r� ..iY�+iSSU:u:6A.�uu?3wiHi:.iwx _... _ _ -. ....__. � ,. zy.. �,....., a.. x.., c._-,..... xs,._.: �-.;:-. �........- �c✓.J. ,r_...._•n_.:- e.h.rlx�c:-:"..v. - xrrsmr�. ta' x' a* jj �c �� . �. �u:. �. S: �X�: �Y. c` � � . �c J� � -. ViC" �^ � C:. - . � < O _.: � : �: t1:' r" h .;':'`,".:''.��'!�" ...-__, ..._.n- ......i_... .-.wq,[.. ._ �. .•-. ��..� .. _:. ... � .. .. . "� .. ' , ^ - ''� �:.. .- .. �,, ��_. -- �- - L L- r 7 '�.7 _ie- s. _ c� il. e M 74 :: t ':� t.� Ott :: i 0 0 0 rA rA V A 5 r 0 0 � H O z ;NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.. pa THISTLE S LLT ST , -0 N ST L tP CD k5, X. 5 0 1500' 3000' CLOVERD ST ST Approximate Scale* l inch =1500feet 00 RAI) 4 a MA IN S 1460) V Sdf co HS PEI TR N to c3 ► 0 BEii G? --- ri ro I ND9SO %,ks ST 17 S ATLANTIC CIn 'BOAT IWIP - ,OR C/) ST PA INIER LN ST P T S I Li LIB YACHT,a m s RAI � IER ST' M S a FLETCHER ST 450 0 LS FL ETCHER `cS GE Sr I RID A ST 1 I V) C� c3 1 < ST Ln N 14 i ST ILn auRNS "ST H s S ROXBURY' 9 PILGRtN ST Cn v) L Ln PILG IM T C FS PERRY ST u') 5700 L7,.h � 1 1 cz y yq �� . QnNn TI —11 °) . . < S NORFOLK ST S 1ORFAM ST S GAZELLE V q 5500 S GAZELLE v3 u) rMT1 C) rj a F ST to S Sr rn S 3 IL PROJECT 0, 4 *z c\j 12 TA fo SITE S R YA 1 S T R 7 RUG( S iLES ST' u) " e4 N 2 < C) PREN ICE s 2 V) E ST -va ¢ a. ° 0 Is , �v S CR Ln TON ST = s �F ¢ l I BAGOR I <1 cl, ST cN '5100 v I � . T_ N'. S Iql PM; : �s 5700 HAZEL C) 1-4 ka tD ti S BAN TT LA �r- W ., S FO LO l Ln E T A I j R AIN ST S I 7 . S . LkYl, � - en LE ST 5300 1 S 112T H LAKER GE s > ARK 1, Ln S 42N PL _j S S A AUGUSTA STI v S° S S 119TH 117TH ST 115TH� - H ST 5511 ; " j F- 1117 PL iH M 'k u S 118TH S1 g Af Ln S WALLACE ST vs In H FL. t ik; >�- "` ti;u :t'. j8 1 ' 5 19TH 9TH ST ST S 2)TH ai < ST S JUNIPER 5900 S Ln 5 101ST co iND S 122N0 ' rE S STS S 122ND �E ST. ir- ai 77 VICINITY MAP Afti, g A Group Northwest, Inc. TWO LOT RESIDEN'T'IAL DEVELOPMENT 4600 BLOCK OF SOUTH 11YAN WAY Geotechnical Engineers, Geologists, & TUKWILA, WASHINcTON Environmental Scientists SCALE, 1" =1500' DATi? 4/22/04 I MADE m W I --- C1IKD WC_ I JOBNo. G-1004-1 I PLATE I L_1 Itr3f4=i - - yr. Z Z w P_ 0 0 0 Cf) 0 C0 w W X F_ U 0 _j LL < D Ul Z :r F_ 0 z F_ W UJ D 0 0) O H WW a- () F_ u- 0 z b F- z w UQ NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. x..71 M■■1 • mmr ft 00 0 0 N O O t. T' FIR t t r� Slope to drain 0 0 ° 0 0 0 o ° 0 o O 0 o O O ° ° COMPACTED O ONSITE MATERIAL 0 °° 0 (IF USABLE) o 0 Co 0 0 0 o 0 o 0 0 ° 0 0 0 ° o GEOTEXTILE FILTER FABRIC (Mlrafi 140 N, or equivalent) Foundation Nall FOOTING I IIIMII14III WALLIFOOTING DRAIN Minimum 4 -inch diameter rigid slotted (Mashed rock) Draining Material, or perforated PVC pipe with positive TYa gradient to discharge NOT TO SCALE NOTES: 1.) Do not replace rigid PVC pipe with flexiible corrugated plastic pipe. 2.) Perforated or slotted PVC pipe should be tight jointed and laid with perforations or slots down, with positive gradient to discharge. 3.) Do not connect roof downspout drains into the footing drain line system. 4.) Backfill on the exterior of the foundation should be compacted to 90% of the maximum dry density based on Modified Proctor (ASTM D- 1557). The top 12- inches to be compacted to 95% of maximum dry density if backfill is to support sidewalks, driveway, etc. Fill below slab -on -grade concrete floors should be compacted to 95% maximum dry density. AlIkkk TYPICAL DRAIN DETAIL Group Northwest, Inc PROPOSED TWO LOT RESIDENTIAL DEVELOPMENT Geotechnical Engineers, Geologists, & 4600 BLOCK Or SOUTH RYAN 1VAY Environmental Scientists TIJKWILA, WASIIINGrON SCALE NONE DATE 4/22/04 NIADIE, WJL CHKll WC J .IOU NO. G- 1 004 -1 J PLATE 3 .w:v , w. wN: ua� +:frvtKtCtk3atit'+4�iWJab''CWZ Z �Z W QQ� JU UO W = 1-- N 11.- WO La co =W 1- O w ~ W U� O- 0 H W H� L O Z W N H Z Vertical Drain Mat (hltradrain 6000 i. or equivalent) -SLAB : .. C.IPILRI'lt>3•7k' ........ FOOTING I IIIMII14III WALLIFOOTING DRAIN Minimum 4 -inch diameter rigid slotted (Mashed rock) Draining Material, or perforated PVC pipe with positive TYa gradient to discharge NOT TO SCALE NOTES: 1.) Do not replace rigid PVC pipe with flexiible corrugated plastic pipe. 2.) Perforated or slotted PVC pipe should be tight jointed and laid with perforations or slots down, with positive gradient to discharge. 3.) Do not connect roof downspout drains into the footing drain line system. 4.) Backfill on the exterior of the foundation should be compacted to 90% of the maximum dry density based on Modified Proctor (ASTM D- 1557). The top 12- inches to be compacted to 95% of maximum dry density if backfill is to support sidewalks, driveway, etc. Fill below slab -on -grade concrete floors should be compacted to 95% maximum dry density. AlIkkk TYPICAL DRAIN DETAIL Group Northwest, Inc PROPOSED TWO LOT RESIDENTIAL DEVELOPMENT Geotechnical Engineers, Geologists, & 4600 BLOCK Or SOUTH RYAN 1VAY Environmental Scientists TIJKWILA, WASIIINGrON SCALE NONE DATE 4/22/04 NIADIE, WJL CHKll WC J .IOU NO. G- 1 004 -1 J PLATE 3 .w:v , w. wN: ua� +:frvtKtCtk3atit'+4�iWJab''CWZ Z �Z W QQ� JU UO W = 1-- N 11.- WO La co =W 1- O w ~ W U� O- 0 H W H� L O Z W N H Z . -- ._.. v�....:. ..,n- ....s..`.v- ...,�....... .. ....�..,.. � .... w......, ow... j . w.. r�.aa�u'�YY.[a.nr.?r_]F:sS."... ...t~_. _..a..._,. _....._ -._.» ............... .. .e. _.., .. ... .. ._ .. .. ,... -_. ..... .. ... .. . .. ... ' R eo 0 0 z 0 y v .��„ a.�;+yf -may, �t�i � �..yW.:..�,:. 3 1 b o z o d NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. r� i i cite t una Era71 LEGEND OF SOIL CLASSIFICATION AND PENETR TEST UNIFIED SOIL CLASSIFICATION SY STEM (USCS) MAJOR DIVISION GROUP TYPICAL DESCRIPTION LABORATORY CLASSIFICATION CRITERIA OF SLIGHT PLASTICITY SYMBOL rTR S.,L PASSIN7.3 40 SIEV E HIGHLY ORGANIC SOILS Pt PEAT AND OTHER HIGHLY ORGANIC SOILS CLEAN GW WELL GRADED GRAVELS, GRAVEL-SAND Cu = (D601010) greater than 4 FRACTION Passing GRAVELS SANDY SOILS MIXTURE, LITTLE OR N0 FINES DETERMINE Cc = (D30') / (D10 - D60) between 1 and 3 Size Siz PERCENTAGES OF _ GRAVELS (little or no Liquid Limit POORLY GRADED GRAVELS, AND GRAVEL-SAND GRAVEL AND SAND Sieve (Mon Than Half fines) GP MIXTURES LITTLE OR NO FINES FROM GRAIN SIZE NOT MEETING-ABOVE REQUIREMENTS COARSE- GRAINED SOILS Coarse Grains ( Z P lasticity DISTRIBUTION Counts Density Angle Description Counts ATTERBERG LIMITS BELOW Description Larger Than No. 4 CURVE CLAYS Sieve) DIRTY GM SILTY GRAVELS, GRAVEL-SAND-SILT MIXTURES 0.075 "A" LINE N % GRAVELS OL N qu, tsf CONTENT or P.I. LESS THAN 4 < 50% LOW PLASTICITY OF FINES 0 -15 CLAYEY GRAVELS, GRAVEL-SAND-CLAY ATTERSERG LIMITS ABOVE < 2 < 0.25 (with some FINE EXCEEDS 12% 0.425 #200 fines) GC MIXTURES COARSE GRAINED Loose "A" UNE. 0.25.0.50 Soft MEDIUM #10 2.00 SOILS ARE 0.425 or P.I. MORE THAN 7 35-65 CLASSIFIED AS Medium Dense 4-8 0.50 -1.00 Medium Stiff SANDS CLFJ\N SW WELL GRADED SANDS, GRAVELLY SANDS, FOLLOWS: Cu = (1380 / 010) greater than 6 SANDS LITTLE OR NO FINES #4 Cc = (D30 (D10 - D60) between 1 and 3 #10 (Moro Than Half 30-50 > 50 65-85 85.100 35-42 38-48 Dense Very Dense 6-15 15.30 Moro flan HaM b Coarse Grains (little or no SP POORLY GRADED SANDS, GRAVELLY SANDS, < 5% Fine Grained: NOT MEETING ABOVE REQUIREMENTS Weight Larger Smaller Than No. fines) #4 LITTLE OR NO FINES GW, GP, SW, SP Than No. 200 4 Sieve) > 30 > 4.00 Hard �J Group Northwest, Inc. ATTERBERG LIMITS BELOW Sieve 78 DIRTY SM SILTY SANDS, SAND-SILT MIXTURES > 12% Fine Grained: "A" LINE BOULDERS 203 mm SANDS GM, GC, SM, SC CONTENT OF with w P.I. LESS THAN 4 ROCK > 78mm FRAGMENTS 13240 NE 20th Street, Suite 12 Bellevue, WA 98005 Phone (425) 849.8757 Fax (425) 849.8758 PLATE A 1 ROCK ATTERBERG LIMITS ABOVE (With some 5 to 12% Fine EXCEEDS 12% fines) SC CLAYEY SANDS, SAND -CLAY MIXTURES Grained: use dual "A" LINE symbols with P.I. MORE THAN 7 SILTS Liquid Limit ML INORGANIC SILTS, ROCK FLOUR, SANDY SILTS 60 - I' Z W UO W = N LL WO U Q F_ W Z I—' F— O Z 1— W Uj �5 U 0_ 0 F"" WW I-- - Lll Z CO O~ Z (Below A -Line on < 50% 0 10 20 30 40 50 60 70 80 90 100 110 OF SLIGHT PLASTICITY rTR S.,L PASSIN7.3 40 SIEV E HIGHLY ORGANIC SOILS Pt PEAT AND OTHER HIGHLY ORGANIC SOILS LIQUID LIMIT (%) 6NO. MEN U.S. STANDARD SIEVE FRACTION Passing Retained SANDY SOILS SILTY d, CLAYEY SOILS > 50% MH Size Siz _ CLAYS Liquid Limit Sieve INORGANIC CLAYS OF LOW PLASTICITY, Sieve Blow Relative Friction GRAVELLY, SANDY, OR SILTY CLAYS, CLEAN Blow Unconfined Chart ( Z P lasticity ( ) Counts Density Angle Description Counts len Description > c4)% CH CLAYS WALO- More Than Halt by 1 w, #200 0.075 I' Z W UO W = N LL WO U Q F_ W Z I—' F— O Z 1— W Uj �5 U 0_ 0 F"" WW I-- - Lll Z CO O~ Z (Below A -Line on < 50% 0 10 20 30 40 50 60 70 80 90 100 110 OF SLIGHT PLASTICITY HIGHLY ORGANIC SOILS Pt PEAT AND OTHER HIGHLY ORGANIC SOILS LIQUID LIMIT (%) SOIL PARTICLE SIZE • GENERAL GUIDANCE OF SOIL ENGINEERING PROPERTIES FROM STANDARD PENETRATION TEST (SPT) U.S. STANDARD SIEVE FRACTION Passing Retained SANDY SOILS SILTY d, CLAYEY SOILS > 50% MH Size Siz _ CLAYS Liquid Limit Sieve INORGANIC CLAYS OF LOW PLASTICITY, Sieve Blow Relative Friction GRAVELLY, SANDY, OR SILTY CLAYS, CLEAN Blow Unconfined Chart ( Z P lasticity ( ) Counts Density Angle Description Counts len Description > c4)% CH CLAYS U More Than Halt by SILT / CLAY #200 0.075 20 N % 4, degree OL N qu, tsf Than No. 200 SANG < 50% LOW PLASTICITY 0-4 0 -15 Very Loose < 2 < 0.25 Very soft FINE 040 0.425 #200 0.075 4-10 15-36 20-30 Loose 2-4 0.25.0.50 Soft MEDIUM #10 2.00 040 0.425 10-30 35-65 28-35 Medium Dense 4-8 0.50 -1.00 Medium Stiff , COARSE #4 4.75 #10 2.00 30-50 > 50 65-85 85.100 35-42 38-48 Dense Very Dense 6-15 15.30 1.00.2.00 2.00-4.00 Suff Very Stiff GRAVEL FINE 19 ..- #4 4.75 > 30 > 4.00 Hard �J Group Northwest, Inc. COARSE 78 19 COBBLES 78 mm to 203 mm BOULDERS 203 mm GeotechnicalEngineers, Geologists, 8 Environmental Scientlats ROCK > 78mm FRAGMENTS 13240 NE 20th Street, Suite 12 Bellevue, WA 98005 Phone (425) 849.8757 Fax (425) 849.8758 PLATE A 1 ROCK 2 -0.78 cubic meter In volume I' Z W UO W = N LL WO U Q F_ W Z I—' F— O Z 1— W Uj �5 U 0_ 0 F"" WW I-- - Lll Z CO O~ Z (Below A -Line on < 50% OF SLIGHT PLASTICITY Plasticity Chart, Liquid Limit INORGANIC SILTS, MICACEOUS OR FINE - GRAINED Negligible 50 SOILS Organic) > 50% MH DIATOMACEOUS, FINE SANDY OR SILTY SOIL _ CLAYS Liquid Limit INORGANIC CLAYS OF LOW PLASTICITY, 40 (Above A -Line on < 30% CL GRAVELLY, SANDY, OR SILTY CLAYS, CLEAN Chart CLAYS Z P lasticity Liquid Limit INORGANIC CLAYS OF HIGH PLASTICITY, FAT Negligible 30 Organic) > c4)% CH CLAYS U More Than Halt by 20 Weight Larger ORGANIC SILTS a Liquid Umit OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF O. Than No. 200 < 50% LOW PLASTICITY Steve CLAYS 10 -, (Below A -Line on 7 Plasticity Chart) Liquid Limit OH ORGANIC CLAYS OF HIGH PLASTICITY 11 50% 0 I' Z W UO W = N LL WO U Q F_ W Z I—' F— O Z 1— W Uj �5 U 0_ 0 F"" WW I-- - Lll Z CO O~ Z P TEST PIT NO. TP -1 LOGGED BY W7L TEST PIT DATE: 11/30/1998 GROUND ELEV. 101 feet (1) 4 1.4 ' f F. i } !y ! ?4 !'.ny DEPTH ft. USCS SOIL DESCRIPTION SAMPLE No. Water % OTHER TESTS SP- 6- inches Top Soil underlain by SM Red brown, medium SAND with trace silt, loose, moist, - -- ` root zone to 2.5 feet (Weathered Zone). '' - -- -- -------------------------------------- - - - - -- S1 19.7 SP- Brown, SAND with trace silt and gravels, loose to medium d SM dense, dense below 5.5 feet, moist. — --------------------------- Slight water seepage at 3.5 to 4 feet. S2 17.4 MI, Interbedded gray SILT and brown fine SAND with some silt, S3 14.0 to Interbedded gray SILT and brown fine SAND with some silt, S3 26.2 to dense to very dense, slightly cemented, moist 10 SM S4 20.6 10 S3 12.7 Bottom of Test Pit @ 10 feet. Bottom of Test Pit @ 10 feet. Slight water seepage encountered at 3.5 - 4 feet bgs. 15 Test Pit TP -1 located near the NE corner of the proposed building. TEST PIT NO. TP -2 LOGGED BY WJL LOG DATE: 11/30/1998 ` GROUND ELEV. 88 feet (f) DEPTH it. USCS SOIL DESCRIPTION SAMPLE No. Water % OTHER TESTS SP- 6- inches Top Soil underlain by SM Red brown, medium SAND with trace silt, loose, moist, - - -- root zone to 2 feet (Weathered Zone). , - - -- -- ------------------------------------- - - - - -- -'" S1 13.3 SP- Brown, SAND with trace silt, medium, loose to medium dense, 5 SM gy trace silt. S2 13.5 MI ' Interbedded gray SILT and brown fine SAND with some silt, to dense to very dense, slightly cemented, moist S3 26.2 SM 10 S4 20.6 Bottom of Test Pit @ 10 feet. No water seepage encountered. Test Pit TP -2 located near the NW comer of the proposed building. 16 • Group Northwest, Inc. Geotechnical Engineers, Geologists, d Environmental Scientists TEST PIT LOG PROPOSED'IVO- STORY OFFICE BUILDING SOUTH RYAN WAY TUKWILA, WASHINGTON JOB N o. G -1004 DA TE 3/22/2000 PLA A2 .nra rnr�7: iksX4+« y+ F• 2�51fi+ r" ht�twoF' �: sCS; �r• I. Z Z ' W W� JU UQ CO C0 11.1 J = I— �LL WO LLQ U� = F.. W Z F- HO Z H W W U� 0 — 0H wW ti O Z•• w U= O Z TEST PIT NO. TP -3 LOGGED BY W1L TEST PIT DATE: 11/30/1998 PIN c, GROUND ELEV 89 feet (:L) DEPTH ft. USCS SOIL DESCRIPTION SAMPLE No. Water % OTHER TESTS 6- inches dark brown Top Soil underlain by SM reddish brown, fine SAND with some silt, loose, moist, S1 17.9 -- �. ` root zone to 2 feet (Weathered Zone). -- SM ----- ---- - - - - -- ----- - - - - -- ---------- - - - - -- SI 21.2 5 Brown, fine SAND with some silt, loose to medium dense, ti — to moist. S3 18.6 Sp_ Dense below 5.5 feet (f). SM below 7 feet, moist, some iron oxide staining. S2 15.6 SP Brown fine SAND with some silt and SILT lenses, dense, S3 15.6 10 SM moist. S5 16.9 to Bottom of Test Pit @ 10 feet. 10 MI- S3 21.0 Bottom of Test Pit @ 11 feet. No water seepage encountered. Test Pit located near the SE corner of the proposed building. 15 15 Test Pit located in the middle eastern portion of the property. TEST PIT NO. TP -4 LOGGED BY WA. LOG DATE: 11/30/1998 GROUND ELEV. 90 feet (f) DEPTH ft. USCS SOIL DESCRIPTION SAMPLE No. Water % OTHER TESTS 0 -1' Dark brown SAND with silt & debris (FILL) underlain by SM Reddish brown, silty SAND with occasional fine gravels, loose, S1 17.9 moist (Weathered Zone). SM Brown, SAND with some silt, medium, loose to medium dense, S2 19.3 5 moist, trace silt. — — S p_ ------------------------- S3 18.6 Brown fine SAND, trace silt, with silty SAND lenses, dense SM below 7 feet, moist, some iron oxide staining. S4 16.3 to 10 S M S5 16.9 Bottom of Test Pit @ 10 feet. No water seepage encountered. Test Pit located near the SE corner of the proposed building. 15 • Group Northwest, Inc. Geotechnical Engineers, Geologists, & Environmental Scientists TEST PIT LOG PROPOSED TWO -STORY OFFICE BUILDING SOUTH RYAN WAY TUKWILA, WASHINGTON JOB NO. G -100 DATE 3/22/2000 PLATE A3 �i.` � :{r �N�ieNtY:i.1S T • , .��siWw..ns+- Mww+Yav 1 � 13 Z ~ W t � JU UO W= H NW WO 9_j U. Q cl) S f. W Z F- HO Z H W W U� O� o H- WW F-1- �- O W Z U= O Z r�. F^� rf:a eaa .r ,w �1 1 i TEST PIT NO. TP -5 LOGGED BY W7L TEST PIT DATE: 11/30/1998 GROUND ELEV. 79 feet (1) DEPTH ft. USCS SOIL DESCRIPTION SAMPLE No. Water % OTHER TESTS 6- inches dark brown Top Soil underlain byreddish brown, fine SM SAND with some silt, loose, moist, (Weathered Zone). Intercepted 6 „ SM Brown/tan, SAND with some silt, iron oxide staining, S1 19.3 --- — medium dense, moist. concrete drain tile at 3 feet. 6 SW Gray- brown, SAND with fine gravel, dense, damp. S2 10.4 Tile surrounded — ---------------------------- GP Gray- brown, sandy GRAVEL, dense, moist. S3 8.3 by gravel and 10 to flowing water. ML Bottom of Test Pit @ 9 feet. S3 28.2 No water seepage encountered. S4 16.6 16 Test Pit located in the middle western portion of the property. TEST PIT NO. TP -6 LOGGED BY WJL LOG DATE: 11/30/1998 GROUND ELEV. 74 feet (t) DEPTH ft. USCS SOIL DESCRIPTION SAMPLE No. Water % OTHER TESTS 0 -1' Dark brown Top Soil underlain by MI ' Reddish brown, sandy SILT, loose, moist (Weathered Zone). Intercepted 6 „ S1 30.3 --- — ------------------- - - - - -- concrete drain tile at 3 feet. 6 SP- Mottled gray - brown, interbedded fine SAND and SILT, loose to S2 19.7 Tile surrounded SM medium dense, moist, trace silt, by gravel and to flowing water. ML Dense at 7 feet. S3 28.2 S4 16.6 10 Bottom of Test Pit @ 9 feet. No water seepage encountered. Test Pit located near the SW corner of the proposed building. 15 • Group Northwest, Inc. Geotechnlcal Engineers, Geologists, 8 MW Environmental Scientists TEST PIT LOG PROPOSED TWO -STORY OFFICE BUILDING SOUTH RYAN WAY TUKWILA, WASHINGTON JOB NO. G -1004 DATE 3/22/2000 PLATE A4 I'GK Y .. 1 m+w+n.a�a Saw. iami..+ +.....�,....�»te:.,�..+ .v......a... -., n....,..,,....,.. k. ,., ....., w.,.., ....,,,...:. s---+,...-.....»... .....«.....,..,..,... «_..,..... _..- ...»- .....a5,.,.,... -. ,.......,,, -. ..� ..:w.,�. Z =Z �W QQ � JU UO O W= I- NLL WO 9� LLQ to ry i V W Z t-- H O Z I- W U� ON O F- WW Lo LLI Z U= 0 F- O Z m 0 11 Wo 4 c o IcIll Pl(tol 4 - ere 1-1 .... ...... ....................... 30 A qy'� � ij �•�•yFI�CM M - t I '\ e.: fir.+ v� 7Z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. TS Yr' Zol :5, a 1 AWS MICRO COM SYSTEMS LTD. `e l ;r ATTENTION ❑ The next image may be a duplicate of the previous image. Please disregard previous image. ❑ Please disregard previous 2 images. ❑ Please disregard previous 3 images. ❑ Other: Z W� JU UO C0 LU J N LL WO U. Q c l) d = W Z x F- O Z F- �� U O N o� W W F=- U LL O' .. Z W U= O z 6 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY. OF THE DOCUMENT. f k- O O c� N � � Moog 00 � O mom 0 O �q O NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY_ OF THE DOCUMENT. April 2, 2009 W(Ip City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Philip Nduka 4610 South Ryan Way Tukwila, WA 98188 RE: Release of Assignment of Account Dear Mr. Nduka: This letter authorizes release of the assignment of account posted for the installation of landscaping for the property located at 4610 South Ryan Way, Tukwila, Washington, that was required as part of the construction of the single family home. This scope of work has been installed and approved by the City. If you should have any questions, please contact our office at (206)431 -3672. Sincerely, kwwk6� Brenda Holt Permit Coordinator end xc• Pe trm� No . D04 -200 clAdocuments%ond release\d05.244 — release letter.doc bb 1 ikwila .. as hart n UR.XRRw.*lhnnp .2nf►� �1 �e7 Rst' I Z Z w o � J V UO W = J � N U— w 0 u - CI) d =w z0 W D p' O c` O 1— w F- U u- O: Z. U= O }" Z City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 206- 431 -3670 DEVELOPER'S PROJECT WARRANTY REQUEST FORM Section 1 -:to, be completed:,bY; 00koper ~; Name of Dev lop� V GAl Date: / I 115 ( _ Address: t V e � - Permit No.: D 0 - A 0 c�:> Release should be sent to: Name: Address: �7_ ��^' G✓� City /State /Zip Description of items to be completed (reference plans /documents where items are described): As the owne� or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ Q (150% of value to complete work above) and attach support documentation for value of work. I will ave this work carried out and call for a final inspection by this date: . - IVI A w ) <520 , or risk having the City use these funds to carry out the work with their own contractor or in -house mnpow r. If I fail to carry out the work, I hereby authorize the City to go onto the property and carry out completion of the above deficiencies. I further agree to complete all work listed above prior to requesting inspection and release o hese funds. Signed: ��.2� Title: Signed: "O r Department tread: � 41--- v�-- Amount: $ Deposited this Date: ❑ Cash /Check Cash Assignment ❑ Bond City Receipt No.: Received By: Section 3 —"to be com "I i dt Developer, f All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash /cash equivalent/bond. Developer's Representative: Date: `To 'be completed by City staff I havA rAviewed the above work and found it acceptable and therefore authorize the relea,s of the above s equivalent/bond. Inspector Date: 1 �- - Authorized By: _ Section 4 =ao be completed by City staff Amount Released: $ I D n (2 ❑ Check - Check No. YCash Equivalent - Letter attached ❑ Bond - Letter attached Date Released: 4 -i, Released by: ) 'poltcy alai prucedur"Vcd book\dccdopci s project aumtity form Crured Fcbnun 21W h Z ~ w JU U0 N CO LU J = H U) L w J u- cl)d =w Z �. �_O Z�_ W w U O- 0H w H- LL O ui Z U= O Z CITY OF TUKWILA ASSIGNMENT OF ACCOUNT I/We hereby establish our Assignment of Account in favor of the City of Tukwila in the amount of $2 �Ja7 _ a✓ This Assignment of Account is issued in connection with construction of the project known as MdAk, located at �(,) 10 S / a.t A fLl,/ —1.,4w64 to guarantee installation of improvements. It is understood that the nature and extent of the improvements is defined by the approved plans and conditions contained in the City of Tukwila File No. TS >Ot} - ,a D If, in the determination of the Director of the Department of Community Development, the above - referenced improvements are not completed as required by the approved plans, conditions, and applicable City standards at the above location no later than M a,N I, Avo - , this bank agrees to pay to the City of Tukwila the sum of $ ri , O D v —Tor such amount as required by the City of Tukwila to complete said project in accordance with approved plans, conditions, and applicable City standards. Payment shall be made within five (5) days of receipt of written request from the City of Tukwila. This Assignment of Account shall not expire until released in writing by the City of Tukwila, which release shall be provided upon request when the required improvements have been completed as provided above. � 1 � By _ Date (to be sig y autho 'zed representative of lending institution) `.,►A�air.�loia..� 1�'k�lc.>ra1_.. �►Sk. Bank Name An ccou REDACTED KEY 2 � ear I �✓✓11lT�L1� �� Fl— Account Depositor Account Depositor poll l p .Nsuk'A Name (Please Print) Title X610 0 Rya,, N�l Address r' 1 dA City, State, Zip z �w �U UQ W W W W = h U) W w0 U. Q WD =a Fw Z= o UJ W U� W o� Ww h� LLQ w z Us OF z tom: ,r.s NA, ® Washington Mutual DEPOSIT ACCOUNT CONTROL AGREEMENT (Assignment or Security Interest) The Secured Party agrees to send all notices and instructions given pursuant to this Agreement to the MARTIN LUTHER KING JR. office of the Bank located at 7100 M. L. KING JR. WAY S. / SEATTLE WA. 98118, attention: SHAWN P. HENDERSON. The Secured Party understands and agrees that notices sent elsewhere may not reach the correct office of the Bank and shall not be effective, unless the Bank, at is option agrees otherwise in writing. This Agreement may be terminated by the Secured Party at any time, with or without cause, upon delivery of written notice thereof to the Bank. This Agreement may be terminated by the Bank at any time, with or without cause as provided in the Account Disclosures. The Customer may not terminate this Agreement without the Secured Party's written authorization. This Agreement supersedes all prior understandings, writings, proposals, representations and communications, oral or written of any party relating to the subject matter herein, with the exception of the Account Disclosures. This Agreement shall be come effective when signed by the Customer, the Secured Party and the Bank and a fully executed original has been delivered to and accepted by the Bank at the address for receipt of Notice set forth above Authorized signatures: Customer (Type Name and Title, if any): PHILIP NDUKA Customer (Type Name and Title, if any): Customer (Type Name and Title, if any): Secured Party (Type Name and Title, if any): Bank (Type Name and Title): Signature llh - I A6 Date Date Date Signature 9�� y Signature SHAWW P HENDE Signature �► tS � Date #32173 (2/06) Ret. Retain In Business Banking Customer File /Legal File Page 2 of 2 ..4,. '�i aa.A,.rua�a d1 'F 'uL. .13 ti:SaAi4'1 �;;: +.iv..3:u4:,�it4.nSji,�'�ak'xin (A4tk++'tre' 3SLt'rl: y� e: 'qwa Y..WUYis.�Y'�.3'' iflY6u'eux,+..t_�51:��iz Date ER. VICE PRESIDENT Z ~ w rr � JU 0 Cl) C3 CO W J = r— WW WO UQ rn = �W z r— Z° W W U� O - OH W 2 t- u. O Z CO O Z FURNEY'S NURSERY, IN ~' 6 . . - PO BOX 13150 21215 PAC HWY SO DES MOINES, WA 98198 PHONE: (206) 624.0634 FAX: (206) 878-0673 1311-1-30: c ontemporary Homes, I 9905 239th pl. SW E dmond , b4A 98 Dick c_'assut:t (206) 3:13 --6924 SHIP TO: Acian Uhite NO.: t.. " P.O. #: B rian Wh i.ise DATE; .1.1 /1ri /06 SHIP DATE: VIA: TERMS: COD REF.: CONTACT: FAX #: Sales ?tan: 7. NIS sales 915-3.00 i Ck 1062: 963.00 ! Total AID 20% RESTOCKING CHARGE ON ALL RETURNED ITEMS 2% SERVICE CHARGE WILL BE CHARGED ON ALL PAST DUE ACCOUNTS WARRANTY: We give no warranty, express or implied, as to life, description, quality, productiveness or any other matter of any nursery stock, seeds or plants that we sell. It is mutually agreed that our total liability for any error, should stock prove untrue to names as labeled, shall be limited upon satisfactory proof, to our replacing free or refunding the purchase price thereof. Rec'd by ' t '• Print Name ` Date Z �Z UJI 0 C O 0. co UJI J = (0 w w w¢ N :3 = �W z t— ZO W w U ON 0 E- W H u' O .. Z W U =. O Z 12 )✓>.tony japonica "Silver Kin 5 13.75 165.00 5 Picea glauca 'C onical 5 0. 30.00 150.00 12 Nandi dornestica 'Gulf St:Le 5 g. 19.50 354.00 2 Ribes sanguineum 5 g., 19.50 39,00 3. Acer rubrurn 'Red Sunset 15 g, (1 1/ 55.00 255.00 1908 City of Tukwila Steven M. Mullet, Mayor Department of Public Works Mr. Gary Williams 7683 SE 27`' Street #153 Mercer Island, WA 98040 Subject: Single Family Residence Permits DPO4 -008: D04 -200 and D04 -201 South 107` Street and 47" Avenue South Dear Mr. Williams: James F. Morrow, P.E., Director Following the recommendations on the April 23, 2004, geotechnical report prepared by Geo Group Northwest, your roof downspouts and the foundation footing drains should be separate systems, tight -lined to the surface water drainage system in South 107` Street. In order to make one connection to the City surface water system, the two tight -lines may be combined at the property line, by connection to a catch basin. The front lot must provide an easement to the back lot for the tight - lines. The easement and a maintenance agreement must be recorded with King County Records. The agreement should clearly state who is responsible for the maintenance and repairs of the tight - lines. Please provide the City the recording number(s) for the easement and the maintenance agreement and must show the location of the easement on the site plans. If you have any questions, please contact Jill Mosqueda at 206 -431 -2449. Sincerely,- , Ryan arson Senior Surface Water Engineer cc: D04 -200 Brown File D04 -201 Brown File Ken Nelson Jill Mosqueda (P :Laurie Admin/Letter Gary Williams 090904) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 433 -0179 • Fax: 206 -431 -3665 NMiiO4N�MA&elneww.e+ n+aWiM•k++afilkreawNMUmx�wv nar�antRi�'IEttC; 7F'IpflYilbhl�!•��AF�73S�+'��. Lb�{��{., I z �w D �o N o CO LU J �LL w 0 LL a N D 3 : F . w z Zo w LU � o U WW LL O .• z W CO O F- z 1908 02 -08 -2006 DICK CASSETT 9905 239 PL SW EDMONDS WA 98020 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit No. D04 -200 4610 S RYAN WY TUKW Dear Permit Holder: In reviewing our current. records the above noted permit has. not received a final inspection by the City of Tukwila Building Division.. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned, If such determination is made, the Building Code does allow the Building Official to approve a one or more extension of time for additiona perios not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 03/18/2006, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, 3 ifd al l, Permit Technician xc: Permit File No. D04 -200 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax. 206 - 431 -3665 Z �W QQ JU UO ND J = F— N W WO LL Q co = LU Z� I-- O Z !-- LU 5 U� O� �I WW H LL O .Z W U CO. O ~. Z PLANNING DIVISION COMMENTS DATE: CONTACT: RE: ADDRESS: ZONING: November 8, 2005 Dick Cassett D04 -200, Revision 4610 S Ryan Wy Regional Commercial (RC) RECEIVED CITY OF TUW DEC 0 2 200; PERMIT CENTER Planning Division of DCD has reviewed the permit application. The application is deemed incomplete. The applicant needs to provides the following: 1. The revision submitted indicates that the building's width will be increased. Revise the site map reflecting the proposed changes in the building's width. G� A4-1,� A-It M z ;- w 00 ND C0 W J = H CO) LL w � -j LL co) Co Z F- O z F- W5 U� O N O 1_- Ww U- O W z U =. ~ O z 00 Q u o l ' 1908 Z� �O City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director November 10, 2005 Dick Cassett 9905 239 Pl SW Edmonds, WA 98020 RE: Letter of Incomplete Application # 1 for Revision #1 Development Permit Application D04 -200 Nduka Residence — 4610 S Ryan Wy Dear Mr. Cassett: This letter is to inform you that your application received at the City of Tukwila Permit Center.on November 09, 2005 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department(s) need to be addressed: Plannine Department: Brandon Miles, at 206 431 -3684, if you have any questions concerning the attached memo. Please address the above comments in an itemized foimat with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and spill not be accepted through the n :ail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Je J e Marshall mit Technician Enclosures File: Permit D04 -200 P:Vcnnifer \Incomplete Letters \D04 -200 incomplete Ltr #1 Rev i.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 z ;3: z �w QQ JU U N CO LU J = t`- CO ti WO }} �J LL? � = W z� E- O z H w W U� ON Q F- WW H� u' O .z W CO O z r, X , 4.i A PLANNING DIVISION COMMENTS DATE: November 8, 2005 CONTACT: Dick Cassett RE: D04 -200, Revision ADDRESS: 4610 S Ryan Wy ZONING: Regional Commercial (RC) Planning Division of DCD has reviewed the permit application. The application is deemed incomplete. The applicant needs to provides the following: 1. The revision submitted indicates that the building's width will be increased. Revise the site map reflecting the proposed changes in the building's width. Z Z �W U UO UD CO LLJ J � N W O. U- ¢. = C! W ` Z 1-- O. Z W LU 2 :3. D O N OH W W. 2 U- O ..Z w U =. O Z t, w gsy r0 November 4, 2004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Gary Williams 7683 SE 27` Street, #153 Mercer Island, WA 98040 RE: CORRECTION LETTER #1 Development Permit Application Number D04 -200 Interstate Development Corp — Lot A — 4610 South Ryan Way Dear Gary: 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, Stefania encer Permit Technician encl xc: File No. D04 -200 6300 Southcenter Boulevard, Suite #100 @ Tukwila, Washington 98188 * Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ,i{'.; :.i....;. � ;fG..LY.`.'�:�.' >s:.1 -.: y b= wl..in'::CJ:Kd::auil�. 'v'')ii)iu tiny t��iw..L�.r /.wu w4.�'�M�ua: `..44•i fn+.a. ..0 a4iJ w,h.! �SU •7.'�'.�5�.�4t�� +�liP�4Y�iVW .Mt,weln Z ~w � D vo (I) C0 F- �w w U. ¢ co) d =w Z� �- o Z I-- w w Uj3 ON o�- w H� u. O .Z w U= O Z CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards Project Name: Interstate Development Corp Lot A 4610 S. Ryan Way Permit #: D04 -200 Review #: 2 Date: 11.02.04 Reviewer: L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department (PW) has the following comments t regarding your application for the above permit. Please contact me at 206.431.2449, if you have any questions. 1. 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 and two inspections. Public Works will charge an additional fee for review of the response to the ! following comments. ❑ Provide an engineer's estimate, prepared by your engineer for the total cost of construction of public works items onsite. These include grading, surface water, i utilities, and erosion prevention and sediment control. (10.23.03, 07.27.04) ❑ Provide an engineer's estimate, prepared by your engineer for the total construction cost for the right -of -way work. (10.23.03, 07.27.04) t ❑ Provide separate estimates of the expected cut and fill volumes prepared by a licensed civil engineer. (07.27.04) ❑ Provide the following in a recordable format that meets King County Records 4 approval. a) Proposed easement(s) for access, utilities, and surface water. (10.23.03, 07.27.04) 1 b) Maintenance agreement for all shared facilities and the access. (10.23.03, i 07.27.04) 1 z W � D JU UO N co W J = 1-- to U - w UQ co = �-w z �o z �-- U� o F.- =U H� U- O ui z co o� z J c) Joint Side Sewer Easement and Hold Harmless Agreement — example enclosed d) Sensitive Areas Covenant and Hold Harmless Agreement, enclosed. (10.23.03, 07.27.04) ❑ Thank you for adding the geotechnical note to the plans. Please have the engineer complete the note. (10.23.03, 07.27.04) GEOTECHNICAL NOTE I, ; the architect /structural engineer, reviewed the geotechnical report, titled , prepared by and dated . I understand the report's recommendations, I explained to the Owner the risks due to slides and I incorporated the recommendations into the design. I established measures to reduce potential risk of injury or damage that might be caused by any earth movement predicted in the report. Signature Date ❑ Work in the right -of -way: a) All costs and review for right -of -way work for D04 -200 and D04 -201 will be included in this permit D04 -200. b) Ryan Way S. was overlaid August, 2004. The City will NOT allow cuts in the pavement in Ryan Way S. Mitigation fees for cuts in S 107 Street will be calculated using 25 life remaining at $2.50 per SF of cut. (07.27.04) I will use 250 SF of cut in S 107 to calculate the pavement mitigation fee of $625, until the plans are revised. (11.02.04) c) For the work in the right -of -way, provide the checked items on Bulletin A4, enclosed. ( 07.27.04) The permit can not be approved without : ❑ the engineer's estimate for the right -of -way work, ❑ the completed Indemnification and Hold Harm less and Permit Temporary in Nature and i ❑ the traffic control plan. d) You MUST provide the following before the permit is issued. These items require review and approval, so provide them before you come to pick up the Qermit; ❑ City of Tukwila Business License 2 z Z �w QQ 7- JU UO wo co W J = U) U . w U_ � =w z� W W U� o o�- w W �o ui z co o~ z ❑ Automobile Insurance ❑ Performance Financial Guarantee (150 %) e) The engineered site plans must show ALL expected work in the right -of- way. The right -of -way work in S 107 St. must include expected cut limits and proposed method to repair the pavement. f) The plans must include pavement restoration detail and material specifications. g) The plans must explain how the proposed work in Ryan Wy S will be performed, as not pavement cut is allowed. 3 ..?•� .�U' ::l�tA'&Rk i il�Mt �Lel... -J;.� lx�.aliw why- N.V:� y}'+%b klws'x�.'.� iAu' o.S:yvniY kt A+ MiFiSi^ �.) hY.Lti »!�: >. z ii �w u�D 00 N CO) LU J !2 LL : w U- Cj) =w ?� �- O z i-- w �p U O - o�- W W. H �O .. z W U O z : x O r r 1908 06 - 07 - 2005 A City of Tukwila Steven M. Mullet, Mayor Department of Community Development GARY WILLIAMS 7583 SE 27 ST, #153 MERCER ISLAND, WA 98040 RE: Permit No 4610 S RYAN WY TUKW Dear Permit Holder: l In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one-dine extension nip to 180 days. Extension requests must be in rvritine and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 07/05/2005, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer, Permit Technician xc: Permit File No. D04 -200 Bob Bencdicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phohe: 206 - 431 -3670 • Fax. 206 - 431 -3665 .:r.:�ss.:.e,::�u.S��:wJ::.;,.i ' ,k�F• �+ w .itviid'r.;i�S�;.kma'ii ".�4.,6� :.�,:ca:i:uc:i::. . tisw«. l.:: i. �: :.�:uS�.::i»,w:sa.�w+iar:vua"�' aw.� •�: .:s!� Steve Lancaster, Director Z �z �W UO to Cl (D UJI J = H N LL W � J W Q co D =d �W Z Ir- F— O W ~ W D0 ON WW H � u. O W Z co P . O Z ( 10 i 1908 August 6, 2004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Gary Williams 7683 SE 27`" Street, #153 Mercer Island, WA 98040 RE: CORRECTION LETTER #1 Development Permit Application Number D04 -200 Interstate Development Corp — Lot A — 4610 South Ryan Way Dear Gary: 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: L. Jill Mosqueda, at (206) 431 -2449; if you have any 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 throuuh the mail or by a messenp_er service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, ��CI�Ci Stefania Spencer Permit Technician encl xc: File No. D04 -200 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 a Fax: 206 - 431 -3665 Z �z �w �U UO Cl) 0 J = S2 LL w 0 u- N d = w F- O Z I-- w U� ON O F- w w h- H LO .. Z w U= ~ O ~ Z CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ci.tukwi1a.wa.us Development Guidelines and Design and Construction Standards Project Name: Interstate Development Corp Lot A 4610 S Ryan Wy. File #: D04 -200 Review #: 1 Date: 07.27.04 Reviewer: L. Jill Mosqueda, P.E. i 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. Please refer to the enclosed information: a) Copy of the Preapplication b) Bulletin A4 c) Bulletin A6 d) Bulletin B1 e) Bulletin B2 2. 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 and two inspections. Public Works charges for additional reviews and inspections. 3. Provide a copy of the proposed easement(s). 4. Provide a copy of the maintenance agreement for all shared facilities. 5. This site is considered a sensitive area. All site plans MUST be prepared by a civil engineer, licensed to practice in Washington. 6. Please have the engineer refer to the Public Works Development Guidelines and Design and Construction Standards available on the City's website as shown above. The site plans must meet these standards. Projects /SFR /D04 -200 Interstate Development #1 1 z Z �w QQ JD UO 0 C0 S2 LL w O U. = �w Z = z0 w w D o - o� ww �o w z U= o� z 7. Provide an engineer's estimate, prepared by your engineer for the total cost of construction of public works items. These include grading, surface water, utilities, all of the work in the right of way, and erosion prevention and sediment control. 8. Provide an accurate estimate of the expected cut and fill volumes prepared by a licensed civil engineer. 9. Surface Water: a) This design does not meet the geotechnical recommendations, nor does it meet the 1998 King County Surface Water Design Manual. Your site plan indicates you plan to infiltrate the surface water from the impervious surfaces, which the geotechnical report does not recommend (page 9). b) This project adds more than 2000 SF of impervious surface in a sensitive area. Provide a Technical Information Report (TIR) per the 1998 King County Surface Water Design Manual. c) Provide a copy of the geotechnical engineering study to the engineer preparing the TIR. 10. Site Plans: a) Please have the architect and the engineer read the geotechnical report and incorporate the recommendations into the site work and the construction plan notes. b) Provide a drainage plan that meets the TIR and the geotechnical report recommendations. 1 c) Provide an erosion prevention and sediment control plan that meets the geotechnical report recommendations and the 1998 King County Surface Water Design Manual. d) Please provide plans that have an accurate scale. The plans provided show a scale of 1 " =20', but the plans provided do not match the scale. e) The engineered site plans must show all utilities, from the point of connection to the house. Utilities include water, sewer, power, cable, gas, water meters, etc. f) The engineered site plans must include at least two cross - sections running east -west, showing existing conditions and proposed changes, including the house, driveway, walls, rockeries, deck, water, sewer, storm drainage, power, cable, gas, and other such. g) The engineered site plans must include a profile along the access drive, including the proposed connection to S. 107'" Street. h) The engineered site plans must show ALL expected work in the right -of -way. The right -of -way work in S 107 St. must include expected cut limits and proposed method to repair the pavement. Projects /SFR /D04 -200 Interstate Development #1 2 z ~w 2 JU 00 ND CO W J = �U_ W � _J U_ ? � =w Z �. 1_o w �5 U� CO o1!_ wW LL z CO 0 z i) Add the following note to the construction plans: z GEOTECHNICAL NOTE a w I, , the architect/structural engineer, reviewed the geotechnical report, titled , prepared J U by U 0 CO and dated I understand the report's recommendations, I explained to CO w � the Owner the risks due to slides and I incorporated the recommendations into the design. I established measures to reduce potential risk of injury or damage that might be LL w O caused by any earth movement predicted in the report. U J Signature Date U a = w z� 11. Work in the right -of -way: z o a) Ryan Way S. was overlaid in the last month. The City will NOT allow cuts LU Uj in the pavement in Ryan Way S. Mitigation fees for cuts in S 107 Street o will be calculated using 25% life remaining life at $2.50 per SF of cut. 00 b) For the work in the right -of -way, provide the checked items on Bulletin A4. i W "o ui Z U CO. H � O z Projects /SFR /D04 -200 Interstate Development #1 3 *J /1 • Q41 June 25, 2004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Gary Williams 7683 SE 27`'' Street, #153 Mercer Island, Washington 98040 RE: Letter of Incomplete Application # 1 Development Permit Application D04 -200 Interstate Development - Lot A Dear Gary: This letter is to inform you that your application received at the City of Tukwila Permit Center on June 17, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Buildine Department: Ken Nelsen, at 206 431 -3677, if you have questions concerning the following: 1. Please provide a complete plan details locating footing drain dispursement system. PlanninE Department: Carol Lumb, at 206 431 -3661, if you have questions concerning the attached memo. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in Verson and will not be accented throumh the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, V en: O � z � Stefania Permit Technician Enclosures File: Permit File No. D04 -200 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 9 Phone: 206 -431 -3670 • Fax. 206- 431 -3665 z Z �W QQ JU UO to o CO W J = H NW WO 9-1 LL Cj)d = W H Z �.. 1-- O z F— W W U� O - o E- WW H U. O .. z W U= O F- z 1908 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS DATE: June 22, 2004 CONTACT: Gary Williams RE: D04 -200 and D04 -201, single family residences ADDRESS: 46XX South Ryan Way Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Carol Lumb is the planner assigned to the file and can be reached at 206 - 431 -3661. 1. The submittal is missing landscaping plans that conform to the requirements of the Office district. The Office district requires 15 feet of landscaping on the front, 5 feet on the west side and 10 feet on the east side and 10 feet in the rear. 2. All significant trees that are removed from sensitive areas must be replaced. Please identify the size of the trees to be removed in sensitive areas and on the landscaping plan indicate the type of trees and where the replacement trees will be planted. A copy of the tree regulations is attached. 3. The front setback for the house on Lot A is the side facing Ryan Way. The site plan must be adjusted to move the house back an additional 2 feet. y: \mydocs \general \2004 - Memos \D04 -200 & 201.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 e Fax: 206.431 -3665 �„y'�� ..;(.'.:-0 .:.�..�1"a:eF�WiW.1JiUw.i'LSF� � � " ` Z+YiQJk��a • �[6 '4✓i�+t++iY..v: I.%�3iYlilLi� �Jh b�rl�.. i1tn.• Z �_- W �U UO Co 0 J � NLL W O U- WD = d �w z= P E- 0 w LLJ �o U O co o H- w LL O -Z U= O Z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -200 PROJECT NAME NDUKA RESIDENCE DATE: 10 -19 -06 SITE ADDRESS 4610 S RYAN WY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued DEPARTMENTS: Build i i i n Fire Prevention ❑ Planning Division El Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINAT ON OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 0-24-06 Complete Incomplete ❑ Not Applicable ❑ Comments: 'PermkCenter Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING . : Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS O R CORRECTIONS DUE DATE: _ 1 1-21-06 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing sllp.doc 2.20 -02 'it« Jdl:ri�iv'r �.fi�.lr�t d'...ti,lt.w ej �.t. al m.' w:. iW+. Y[ s( bt ty :i;4 .}+r 1�4H "S�:}!.`R'• .'•d'�hF`fii..{tirl'n:n '•b.":rL:i4dw tfl! iiti`'+l \tdF.wTl v4+� •M+� {!536�a4',^✓.L"AS{ lily,' �v* i�tt� .L4Fr.io4'b "�.'ad:ti+.�l. DATE: z �w �U UO CO J = F— !2w w U. � = w I— _ z� w w �o O� 0 I-- wW Lo z L) O z i COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -200 PROJECT NAME NDUKA RESIDENCE SITE ADDRESS 4610 S RYAN WY Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS r 2, �'°S/ Building Division L_I Fire Prevention ❑ Ptanningfivision Public Works r f Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12-06-05 Complete Z Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DATE: 12 -02 -05 TUES/THURS ROU ING: Please Route Structural Review Required ❑ i REVIEWER'S INITIALS: No further Review Required ❑ DATE: APP ROVALS O CORRECTIONS DUE DATE: 01-03-06 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: r DATE: Permit Center Use Only CORRECTION,LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routiog slip.doc 2.28 -02 �..,.+:.. .. �....,+. �4r.: CVh! dl u:[: FaCfdl 6Wica .wsrme..w.. «. .. ....... ........_...... _...__...,....-- .,.+rs... -.«..- .... .... .. .�.. ... .. �. � .. „ .:ise " 4++�d:y+S.EF+ir z w UO (D 0 C0 III J x U. W J LL.? C0 a =w • z ZO Uj5 U ON 0 F— w W F-� iL 0 .z w U= O z PERMIT COORD COPS' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -200 PROJECT NAME NDUKA RESIDENCE DATE: 11 -09 -05 SITE ADDRESS 4610 S RYAN WY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS BAIWind1ivillo� Fire Prevention ❑ Planning ivis�on Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Tli irs.) DUE DATE: 11-1 0-05 Complete ❑ Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED D` b:� LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Pingb� PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 1 2-08-05 Approved ❑ Approved with Conditions[ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Oocumenls/rouling slip.doc 2 -28 -02 ❑ No further Review Required ❑ z ~w JU UO Cl) Cl co III J = H !2w w LLQ N � = �. w z I— ZO W W U� ON OH wW LL O z U= O z PLAN REVI B/V/RO U T1 N G SLJP ACTIVITY NUMBER D04 -200 DATA 11/18/04 PRO.MT NAME Interstate Development — Lot A SI TE AD D RES& 4610 S Ryan Way Original Plan Submittal __Response to Incomplete Letter # Response to Correction Letter # 2 Revision # After Permit Is Issued D EPARTM ENTSB Building Division ❑ Fire Prevention ❑ Planning Division ❑ Public Works L A M 12- -l-04 - Structural ❑ Permit Coordinator Im DETERMINATION OFCOMPLETENESS (T u es., Thurs) DUEDATE 11/23/04 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER O F CO M PLETEN ESS M AI LED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials TUESTHURSRDUTING: Please Route Ed Structural Review Required ❑ No further Review Required ❑ REVIEWERS INITIALS DATE APPROVALS O R CO RRErTI O N S DUE DATE 12/21/04 Approved ❑ Approved with Conditions Not Approved (attach comments) F-1 Notation: REVIEVVERSINITIALS M DATE Permit Center Use Only CORREC;TION LE ERMAIL®: Departments issued corrections Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials Documentslrouting slip.doc 2 -2M2 w z � z W JU 00 0 wW LL. W J LL ¢ = �W z f- z� W U O� o� W LL O .z U= O z PLAN RB11 B/V/R0 U T1 N G SIJP ACTIVITY NUMBER D04 -200 DATE 10/26/04 PRO.MT NAME Interstate Development — Lot A 9 TE AD D REST 4610 S Ryan W Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # 1 Revision # After Permit Is Issued D EPARTI I ENTnS,� I A Building Division Fire Prevention ❑ Planning Division ❑ Public Works Structural E] Permit Coordinator 1 -ZW DEM MINATION OFCOMPLETBVESS (rues., Thurs.) DUEDATE 10/28/04 Complete Incomplete ❑ Not Applicable ❑ Comments: I Fbrmit Center Use Only IN COMIPLErELErTERMAILED: LETrEROFCOMPLE ENESSMAILED: Departments determined incomplete: Bldg ❑ Are ❑ Fing ❑ Pw ❑ Staff Initials TU ESITH U RS RO U N G: Please Route Structural Review Required REVIEVVER S IN ITIALS ❑ No further Review Required ❑ DATE APPROVALS ORCORRMTION DUEDATE 11/25/04 Approved ❑ Approved with Conditions❑ Not Approved (attach comments) Notation: REVIB/VMS INITIALS DATE Rrmit Center Use Only / CORRECTION LEMERMAILED: L q 'd Departments issued corrections Bldg ❑ Fire ❑ Ping ❑ PWX Staff Initials Documents/routing dip.doc 2.28-02 z Z �w QQ JU 00 N Cl WJ _ (1) LL w LL � =w �_ Zo W w UC3 O� o1-- w U. w z U= 0 �.. O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -200 DATE: 07 -19 -04 PROJECT NAME: INTERSTATE DEVELOPMENT CORP - LOT A SITE ADDRESS: 4610 SOUTH RYAN WAY Original Plan Submittal Response to Incomplete Letter # I Response to Correction Letter # Revision # after/ permit is issued DEPARTMENTS: Buil �g Division CJ Public Works, n IAA ill �' - Fire Prevention ❑ Planning Division M ctural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete 9 Incomplete ❑ Comments: DUE DATE: 07 -20 -04 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS Approved Notation: ❑ Approved with Conditions ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: e_6 � y Departments issued corrections: Bldg ❑' Fire ❑ Ping ❑ PW Staff Initials: DUE DATE: 08 -17 -04 Not Approved (attach comments) PERMIT COORD COPY Documents /routing sllp.doc 2 -26.02 �i;,;,:; k:i.SVJ, :., ti:,4a'. ::kS l# � {:n� +4.'.t,"L, .„i.4.i. } .�,+;i::u;ait6. 1:1 uk�.�aY.��i:L::ci3..ai:w.r "'kn �uil �1ntrY19ti .tEw wax..' +UHaf`SiGi�i7YCa':hc.S��' • z Z Lu JU UO N J = F- S2 U. WO LLQ ct) = �W z F_ F_ O z F— W W U� o CO_ �_ WW U- O •z W CO) O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -200 DATE: 06 -17 -04 PROJECT NAME: INTERSTATE DEVELOPMENT - LOT A SITE ADDRESS: 4611K 4 X Original Plan Submittal � Response to Correction Letter # Y + Response to Incomplete Letter # Revision # afteribefore permit is issued DEPARTMENTS: (0 -22��' Buil ing ivi ion Public Works Q apL, 6W Fire Prevention IN Planning Division Q Structural ❑ Permit Coordinator x DETERMINATION OF COMPLETENESS (Tues., Th rs.) Complete ❑ Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: (0-2�-d / LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 9 Fire E] Ping PW E] Staff Initials: sxs TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS DUE DATE: 07 -20 -04 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 06 -22 -04 Not Applicable ❑ PERMIT COORD COPY Documents /routing slip.doc 2 -28 -02 z �w D UO (1) CO W J = U . w La = �w z H I- O z I_ W �5 UC3 O� oV__ wW �O W z U O = ~ z PROJECT NAME: lLI. '? - S�r7�►.I�l= PERjNvV ;7 N0% t7,4 _ Site Address: Flo k h1`( - - -- Original Issue Date: _C111�v�k REVISION LOG Revision No. Date I Staff I Date "Staff Received Initials ( Issued ! Initials 1 I I n ! �r ld Summary or Revision: r Received By: tplease prind Revision No.. I Date Received i Start i Initials ( DateI Staff Issued Initials L I 10 Summary of Revision: - Ca tj I Issued Initials Received By ` - fT� (please print) Revision Date Staff I Date Staff No. Received I Initials I Issued Initials (please print) Revision Date Staff Date Staff No. I Received I Initials I I Issued Initials Mi (please print) Revision No. Date ( Received Staff I Initials Date I Staff I Issued j Initials Summary of Revision: Received By: tpiease pnnq . 1/•r!n V9,4MP w�a.w �:..e�.* i" ) eq !o. ' °r�e�.�� : .0. ��" K�� 4dR7t i�rl' a7rtt+ tdf` t!M YM31u9M"." Yfcfck "'!`�'i'jF�tl?,��C�A�'I�QN.`4Y v.Iry z '~ w � JU UO 0 w= H NW WO J L¢ Co =a �w z s E- l— O z )-- w w U� ON C F- W -O . z . W U= O~ z ,-t City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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: p 6-0 ❑ Response to Incomplete Letter # �C ❑ Response to Correction Letter # ' Ul�U Revision # after Permit is Issued O CT 1 9 2006 ❑ Revision requested by a City Building Inspector or Plans Examiner PFRA4i7-CSNr,eR Project Name: IJ(A Project Address: Contact Person: Ll Phone Number: 9 l r l Summary of Revision: Sheet Number(s): "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 l�Q a pp l ications orms -app ications on me vision submitta Created: 8 -13 -2004 Revised: y vuremt »* .�statieamK+mn �e�n - r�cr�. ��}t? .�eK.rn'wrr�tc+.. 1 I I' z �_-- Z �w 2 JU U CO ca w J = CO LL wo 9-J u- COa =w z� w o w U� U 0 1— w �H u O w z U= O z City of Tukwila Steven Al. Mullet, Mayor Department of Community Development —J 6300 Southcenter Boulevard, Suite #100 N = Tukwila, Washington 98188 k Phone: 206 - 431 -3670 1908 Fax: 206 - 431 -3665 Web site: http : / /�vvviv.ci.titlnvila.wa.its NDUKA RESIDENCE REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fa-x, etc. Date: Plan Check/Permit Number: ® Response to Incomplete Letter # 1 for Revision #1 D04 -200 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Steve Lancaster, Director CITY OF T DFC 0'2 Pr,; PERMI'r OL 1 Ch Project Address 4610 S Ryan Wy Contact Person: Q iLi - aLIM'Lt Phone Number: Summary of Revision: N, Sheet Number(s): "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 pplications forms - applications on line evision submittal Created: 8 -13 -2004 Revised: Z Z �w 2 D UO ND C0 w J = N LL w I-J LL Q =d �w Z= 1-0 Z !-- w w U� O u) o�- w L Z tii U= O Z IU1 ,..Wg s �itt �2 1908 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: h1tp:11www.ci.tukwi1a.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director ::REVISION. SUBMITT AL" Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: cJ Plan Check/Permit Number ` 2 67 M N 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: Ofla&t, atj Project Address: Contact Person: Summary of Revision: t -1- Number: e nv / C � p► n 1 005 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ��M e ❑ Entered in Permits Plus on PERMIT CENTER ��c�� S� pplications orms -app ications on Imelrevision submittal Created: 8 -13 -2004 Revised: i z ~ W J UO N J = CO LL w O La = �w z I-- O z E- 25 v ON o�- w .. z w CO O z 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: htW:Mvww.ci.tuklvila.iva.its 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: r o Plan Check/Permit Number: D04-200 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name Interstate Development - Lot A Project Address 4610 South Ryan Way Contact Person Gary Williams Phone Number: zoh ` 5-7 / - 6 / Summary of Revision: l / iii � �� t ' �. ' . ✓ I r/I � i / i Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: G�` Ed Entered in Permits Plus on I I I 00I pplications forms- applications on line evision submittal Created: 8-13-2004 Revised: �a.< .�:; r.::.;..�.� A:,.�..+..1cu:�.:x •i.�n �,+ uu ?�+.'�s- k.. t+'s�::c.'�r. .:.... .. .„ •, : � .laa�" .�" •� ..��'�.'?'•% r .,. ��a.1+.,:.'«:3;.:ti•: Z ~ W —J U UO (/) J = H �LL WO U-Q CO D = �W Z H I— O Z I— LU5 U� O� 0 H WW FF - Z tii CO O Z 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: h1tp:11www.ci.tukwila.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: 2G ' Plan Check/Permit Number: O '" 2 O O i 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 Add S VL&�V- • s % �/9 Contact Person; ��f/Gj � / - 1 �_ Pho e Number. : a ECE�VEB r ITY (lF TI WWII A OUT 2 6 2004 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: L�— �ntered in Permits Plus on awo lapplicationslforms- applications on line\revision submittal Created: 8 -13 -2004 Revised: �:: t.i.. ... .ww " :4.JS ' wW�J'.Ff�+Yiftti • �- . r. ' + +.Jii+`�1titrG5t rv.:t%'yMS:LtiCti +.. � .• • � H11' W . ��.• �• : �' : �^y J Li�( Z =Z w QQ7- JU UO 0 W= S2 u- wO J LL Q = �w z �O w U� LLJ ON o F- wW LL O Z U= O t '" Z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: �� I �f' Plan Check/Permit Number: ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # Revision # after/before Permit is Issued D04 -200 Revision requested by a City Building Inspector or Plans Examiner Project Name: INTERSTATE DEVELOPMENT — LOT A Project Address 46XX SOUTH RYAN WAY Contact Person Gary Williams Phone Number . k6 JW - 6 j - Summary of Revision: Sheet Number(s): 7 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on 0 ' 06/25/04 z '~ w 00 y0 J = H CO U. w LLQ CO V �w Z I- O z F- W w U O N 0 �- wW U- 0 z v CO. O z Look Up a Contractor, Electrician or Plumber License Detail Pagel of 3 Topic Index ( Contact Info ' lam Search Home Safety Claims I} Insurance Workplace Rights Trades 8 Licensing Find a Law or Rule Get a Form or Publication, Look Up a Contractor, Electrician or Plumber Rdfft-er_Eriendly Merston ±General/Specialty Contractor iA business registered as a construction contractor with LEtl 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. WLWI1JC II II VIIIIC1lIVl1 License CONTEH111ORN Licensee Name CONTEMPORARY HOMES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 6 01214 6 6 9 —Verify - C o f- k e r s_C om p_ Pl e m iu m Skatiu.s Ind. Ins. Account Id Business Type CORPORATION Add ress 1 9905 239TH PL SW Address 2 City EDMONDS I Cbun SNOHOMISH State WA Zip 98020 Phone 2065426924 i Status ACTIVE j Specialty 1 GENERAL Specialty 2 UNUSED t Effective Date 12/15/1989 Expiration Date 12/5/2005 Suspend Date Separation Date Parent Company Previous License MCCAMti11t0C -W Next License Associated License https:// fortress .wa.gov /lnilbbip /Detail.aspx ?License= CONTEHII l ORN 09/27/2005 i; Z '~ w D JU 00 Cl)0 J C0 u- w u . c _ry�y V �w Z = H ZO w �5 U� 0— co, 0 I— wW �O ..Z w CO o� Z �J,��tua, wtr 1906 CITY OF TUKWILA Permit Center /Building Division Community Development Department 206- 431 -3670 Permit Center Public Works Department: 6300 Southcenter Blvd., Suite 100 206 - 433 -0179 Tukwila, WA 98188 Planning Division: 206431 -3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION Z z �w PERMIT NO.:��' J0 UO STATE OF WASHINGTON) w ss. w = COUNTY OF KING ) LL w states as follows: w [please print] = d �w 1. I have made application for a building permit from the City of Tukwila, Washington. ? H O 2. 1 understand that state law requires that all building construction contractors be registered with the State of w w Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW v o co 18.27.090. 0 LU 3. 1 understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of U i Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions w stated under RCW 18.27.090 applies. - Z t N 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that H = after reading the exemptions from the registration requirement of RCW 18.27.090, 1 consider the work authorized 0 4 under this building permit to be exempt under No. 13 , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I have under state law in any decision to engage an unregistered contractor to perform construction work APP ICA Signed and sworn to before me this 6fl) dayof - � r 6ZnUary ,20 . �• � A, 1 1 v 11 Ito S10N t�OTA 9N N P UBLIC �4 �, •.,.s 16.O , : •� 1 E OF w A S\ ��_ \application5\8 -2004 affidavit in lieu of contractor registration (M'60' a - lot NOTARY PUBLIC in and for thg State of Washington, Residing at Ki q , County. Name as commissioned: Ali A D eCL G U My commission expires: %t 18.27.090 Exemptions. This chapter shall not apply to: contracts of amounts less than $500.00 for the purpose of the evasion of this chapter or 1 • otherwise. The exemption prescribed in this 2. An authorized representative of the United States subsection does not apply to a person who Government, the State of Washington, or any advertises or puts out any sign or card or other incorporated city, town, county, township, device which might indicate to the public that he is irrigation district, reclamation district or other a contractor, or that he is qualified to engage in municipal or political corporation or subdivision of the business of contractor; this state; 11. Any construction or operation incidental to the 3. Officers of the court when they are acting within construction and repair of irrigation and drainage the scope of their office; ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, 4. Public utilities operating under the regulations of agriculture, viticulture, horticulture, or stock or the utilities and transportation commission in poultry raising; or to clearing or other work upon construction, maintenance, or development work land in rural districts for fire prevention purposes; incidental to their own business; except then any of the above work is performed by a registered contractor; 5. Any construction, repair or operation incidental to the discovering or producing of petroleum or gas, 12. An owner who contracts for a project with a or the drilling, testing, abandoning, or other registered owner; operation of any petroleum or gas well or any surface or underground mine or mineral deposit 13. Any person working on his own property, whether when performed by an owner or lessee; occupied by him or not, and any person working on his residence, whether owned by him or not but 6. The sale or installation of any finished products, his exemption shall not apply to any person materials, or articles of merchandise which are not otherwise covered by this chapter who constructs actually fabricated into and do not become a an improvement on his own property with the permanent fixed part of the structure; intention and for the purpose of selling the improved property; 7. Any construction, alteration, improvement or repair of personal property, except this chapter 14. Owners of commercial properties who use their shall apply to all mobile, manufactured housing. A own employees to do maintenance, repair, and mobile /manufactured home may be installed, set alteration work in or upon their own properties; up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by 15. A licensed architect or civil or professional a mobile /manufactured home retail dealer or engineer acting solely in his professional capacity, manufacturer licensed under chapter 46.70 RCW; an electrician licensed under the laws of the state of Washington, or a plumber licensed under the 8. Any construction, alteration, improvement, or laws of the state of Washington while operating repair carried on within the limits and boundaries within the boundaries of such political subdivision. of any site or reservation under the legal The exemption provided in this subsection is jurisdiction of the federal government; applicable only when the licensee is operating within the scope of his license; 9. Any person who only furnished materials, supplies, or equipment without fabricating them 16. Any person who engages in the activities herein into, or consuming them in the performance of, the regulated as an employee of a registered work of the contractor; contractor with wages as his sole compensation; 10. Any work or operation on one undertaking or 17. Contractors on highway projects who have been project by one or more contractors, the aggregate prequalified as required by chapter 13 of the Laws contract price of which for labor and materials and of 1961, RCW 47.28.070;with the department of all other items is less than $500.00, such work, or transportation to highway construction, operations being considered as of a casual, minor, reconstruction, or maintenance work. or inconsequential nature. The exemption prescribed in this subsection does not apply in all instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into \applications \8-2004 affidavit in lieu of contractor registration I Z ~w D J0 00 C/) H 0U. w LL Q CO D = �w z F- z� W w U ON OH wW HF U- O w Z U= O F- Z CITY OF "IMILA Permit Center 6300 Southcenter Boulevard, Suite 100, Telephone: (206) 431 -3670 APPLICANT Sigged and sworn to before me this day of G %�' ``'' 1DC 20 �9f C@I' isIAr1ds Iti I 0 C) . STATE OF WASHINGTON RECEI $ riTy nF TI IKW11 4 COUNTY OF KING ) JU N 1 7 2004 ,states as follows: PERMIT CENTER H -4 1. 1 have made application for a building permit from the City of Tukwila, Washington. 2. 1 understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. 1 understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, 1 consider the work authorized under this building permit to ,b "exempt under No. , and will therefore not be performed by a registered contractor: understand that I may be waiving certain rights that I might otherwise have nder state law in any decision to ' engage an unregistered contractor to perform construc ion ork. Q `5510N FAA Zo •� o � *fjTAR Y u ; r • • ?p PIJBl�� 1 -61 1po wk W . 111111 AFFCONT 1113100 Tukwila, WA 98188 NOTARY PUbCIC in and for the State of Washington, residing at CC u — County. Name as commissioned: My commission expires: ?) . . . . . . . . . . M LM-n r, M M"- tHt�yr axrmsr . �vr sr kr*v!ra 484 rac�in:xtr*+ytrl.;ro;a� ;n:c ;,� ^. : >r I' Z Z �w QQ JU UO W = CO LL w LL Q �D = F .. w Z F- zF- W w U o �' OH ww F- LL ..z Cl) z 18.27.090 Exemptions. This chapter sh, got apply to: 1. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of a structure; 6. Any construction, alteration, improvement, or repair of personal property, except this chapter shall apply to all mobile /manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on on' &Und6rtaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than $500, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division AFFCONT 1/1, 1 , of the operation is made into contracts of amounts less than $500 for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor; 12. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 13. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political sUbdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 16. Contractors on highway projects who have been prequalified as required by chapter 13 of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. 5. � I iT' rya+ r 'ia".�rx�a.w '1;17>`V'r,+.��`,,. .. � .. 'Fd�1Z�P. �'4. ..s i, .. '�S'��!;&.50'= .8itt?�;Y s% �r J fi% cnj�' r�S4Wf 4Re' as ? {41 '.?t�.!`�3'. vii. i5k�44' W.^ a 4' �?# 5' atAet�}'!+` Jpy' }Y'F'- b*+wmtt�r»tarttc�lc+ldx�s i Z ~w UO N J = H DU. w UQ (D � 2 �w z F- E- O w UJ U� ON o F- w W u. O Z w U= O Z Department of Natural Resources and Parks Residential Sewer Use Certification Wastewater Treatment King 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 T�� y�!/. �� ✓P (Last, First, Middle Initial) Property Tax I.D. Number Subdivision Name Subdiv. # Lot #. Building Name (if applicable) f � Property 1 /6 40 P I k Y Street Address r City, State, Zip 1 y ��%"� �6✓ ,� WA_ Owner's Mailin Address tr3 Sss L �' S� (If different from flti,.1--1 ' f 1 I I I OA '(-10 i t rALt \IV A 0 d Owner's Phone Number () Property Contact Phone Number ( ) Party to be Billed (If different from owner) Party's Mailing Address City or Sewer District T!/ `- 'jLC+--- Date of Connection Side Sewer Permit # Demolition of pre - existing building? ❑ Yes ❑ No Type of building demolished? Sewer disconnect date? Please check appropriate box: Single- family Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces For condominiums, please fill rup I certify that the information given rr c and any deviation will require res s in Signature of Owner /Re Print Name of Owner /Representative 1057 (Rev. 7/02) White - King County Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 x0.64= � e� _x1.0= Ital Form A in addition to this form. der,stand that the capacity charge levied will be based on this information ct d t for determination of a revised capacity c7 ,r , ,, ge. UtL (_A Date Local Sewer Agency Pink - Sewer Customer • ' n r.'n+ �acr!?rtrf•srs¢.�r�.v..wt.rus,• r, �.».-.,n,.,... e.;......:.- ��..,. rw:. N ec. �+. n .h � v:. v . xw�Wfi' �Hiwntee,• Mr, »:`.! Mt., a+...—. ��... w. w�p:,., xr..�..H�'�.w�.m��eup��i?y'V,tyV, , �W�."�., .. � Y. . . ' P�..+'C9= "1'`?'�,".,u.A77Xt.*5. han "�. nN- .— a.... w ..-.,...J-:..,. t .:t,d».o....c,N..wL...w«:.»,.a• - ... . �.mi .wt,r.�+ +s aw,...n r r. i' fo l l c For King County use: Account # Monthly Rate Six Month Due . r 1 { RECEIVED z CITY nF Tt IKWII A JUN 1 7 2004 PERMIT CENTER n Block # Z ~ W UO 0 w= I-- U) W WO Ua to T F- W Z ZF- W �5 U� O� ol__ Ww E- LL O Z L) O F ' Z 0 a 0 4p 14 l 10 1 1� -0i q -0 4g 11 M 2 13 z L a - Ro f it U) jigg - j - . 29 999 R- 13 R - 1 L f A g pg foil uPBW, �� in 4 19! log g a l a POO a TT a AI � a8 ... 21 � as as a�<^ a � u � . _ � � � j am � �� M Ila 'zrA "0 ON . oo � q 4 9 i 71 n 6 Nil 9 14 9 01 In IF -- I �>j � rri WN > Piz Palm (r, oz < (A r* %jq3z > > � a Sep � a gag p p u . top cf Tn P -4 p gg fi 0 z tp M N twig -;4 > 3� 2 ru u i r 0 mg 40 F in S } -, �{ �' rt -- � .. - - A. GAF I TAL ROUP L A R C H I T E C T S N 4 R T H W E S T 18915 -142ND AVENUE NE SUITE 100 WOOOtNVlLLE, WA 88072 OFFICE (425) 485.4900 FAX: (425) 487-M T LL FR • 1 •41 WWWAR Ht T NW M • EE. - iii -2T2 N C TEC S .C• PAYMENT OF USE FEE IS DUE ARCHITECTS EACH STRUCTURE BUILT T FROM TFIESE PANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUC11ON BY ANY METHOD OF ALL PORTIONS OF THESE PLANS VARIATIONS THEREOF WITHOUT WRITTEN PERMISSI P ROHIBIOHITTED ARCHITEC DRA�CS INC. L ( PA NS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN. THE PROPERTY OF ARCHITECTS NORTHWEST. INC. 5044 cis ED A w /Ob /05 O M24 W .I ��NQ�iIA►C►N4. { o 0 ouu 6 s� N f 4Q44' u 1\I N u F r �4 0 0 0 0 0 d► -- I �>j � rri WN > Piz Palm (r, oz < (A r* %jq3z > > � a Sep � a gag p p u . top cf Tn P -4 p gg fi 0 z tp M N twig -;4 > 3� 2 ru u i r 0 mg 40 F R¢ 1 in S } -, �{ �' rt -- � .. - - A. GAF I TAL ROUP L A R C H I T E C T S N 4 R T H W E S T 18915 -142ND AVENUE NE SUITE 100 WOOOtNVlLLE, WA 88072 OFFICE (425) 485.4900 FAX: (425) 487-M T LL FR • 1 •41 WWWAR Ht T NW M • EE. - iii -2T2 N C TEC S .C• PAYMENT OF USE FEE IS DUE ARCHITECTS EACH STRUCTURE BUILT T FROM TFIESE PANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUC11ON BY ANY METHOD OF ALL PORTIONS OF THESE PLANS VARIATIONS THEREOF WITHOUT WRITTEN PERMISSI P ROHIBIOHITTED ARCHITEC DRA�CS INC. L ( PA NS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN. THE PROPERTY OF ARCHITECTS NORTHWEST. INC. 5044 cis ED A w /Ob /05 O M24 W .I ��NQ�iIA►C►N4. 6 s� N f 4Q44' r �4 R¢ 1 q g in S } -, �{ �' rt -- � .. - - A. GAF I TAL ROUP L A R C H I T E C T S N 4 R T H W E S T 18915 -142ND AVENUE NE SUITE 100 WOOOtNVlLLE, WA 88072 OFFICE (425) 485.4900 FAX: (425) 487-M T LL FR • 1 •41 WWWAR Ht T NW M • EE. - iii -2T2 N C TEC S .C• PAYMENT OF USE FEE IS DUE ARCHITECTS EACH STRUCTURE BUILT T FROM TFIESE PANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUC11ON BY ANY METHOD OF ALL PORTIONS OF THESE PLANS VARIATIONS THEREOF WITHOUT WRITTEN PERMISSI P ROHIBIOHITTED ARCHITEC DRA�CS INC. L ( PA NS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN. THE PROPERTY OF ARCHITECTS NORTHWEST. INC. 5044 cis ED A w /Ob /05 O M24 .I ��NQ�iIA►C►N4. s� N N .l Q� Q VI d► u< .A C► N •A. � tl1WWWtpWU1t11tI1W - q g 6 QI% CTi z rn r Jill N J TH] -aim- -2 RID 1� 7 o Gag AN C to u N+ 1 �1 �l- I 1A �19 all d ig! � g � a Z i fit a ll g �j MIX 0 0 0 A N I� Z v 0 N D z d N r Q% N Y IN99 - 5 > to >>log > Es 1 70 2 a M 4 41 U F Tr HIM UR < N I - 1,, 9 M § z z Zia gx�l i a � 5- 1 1 fig o §9§0100y S } -, �{ �' rt -- � .. - - A. GAF I TAL ROUP L A R C H I T E C T S N 4 R T H W E S T 18915 -142ND AVENUE NE SUITE 100 WOOOtNVlLLE, WA 88072 OFFICE (425) 485.4900 FAX: (425) 487-M T LL FR • 1 •41 WWWAR Ht T NW M • EE. - iii -2T2 N C TEC S .C• PAYMENT OF USE FEE IS DUE ARCHITECTS EACH STRUCTURE BUILT T FROM TFIESE PANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUC11ON BY ANY METHOD OF ALL PORTIONS OF THESE PLANS VARIATIONS THEREOF WITHOUT WRITTEN PERMISSI P ROHIBIOHITTED ARCHITEC DRA�CS INC. L ( PA NS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN. THE PROPERTY OF ARCHITECTS NORTHWEST. INC. 5044 cis ED A w /Ob /05 AUTHORIZED LICENSE TRANSFER TO GONTEMPARY HOMES, INC. M24 R w de 6 QI% CTi z rn r Jill N J TH] -aim- -2 RID 1� 7 o Gag AN C to u N+ 1 �1 �l- I 1A �19 all d ig! � g � a Z i fit a ll g �j MIX 0 0 0 A N I� Z v 0 N D z d N r Q% N Y IN99 - 5 > to >>log > Es 1 70 2 a M 4 41 U F Tr HIM UR < N I - 1,, 9 M § z z Zia gx�l i a � 5- 1 1 fig o _.■ S } -, �{ �' rt -- � .. - - A. GAF I TAL ROUP L A R C H I T E C T S N 4 R T H W E S T 18915 -142ND AVENUE NE SUITE 100 WOOOtNVlLLE, WA 88072 OFFICE (425) 485.4900 FAX: (425) 487-M T LL FR • 1 •41 WWWAR Ht T NW M • EE. - iii -2T2 N C TEC S .C• PAYMENT OF USE FEE IS DUE ARCHITECTS EACH STRUCTURE BUILT T FROM TFIESE PANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUC11ON BY ANY METHOD OF ALL PORTIONS OF THESE PLANS VARIATIONS THEREOF WITHOUT WRITTEN PERMISSI P ROHIBIOHITTED ARCHITEC DRA�CS INC. L ( PA NS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN. THE PROPERTY OF ARCHITECTS NORTHWEST. INC. 5044 cis ED A w /Ob /05 AUTHORIZED LICENSE TRANSFER TO GONTEMPARY HOMES, INC. M24 -"qql • iL I ) LATERAL ]SETA I L Li - f--- ate Jar As rapi*;- 3) LATERAL DETAIL_ • . 4 f- ru N � ll4 P, T 1 om,. ! , IJA �;465X A WALL. 7P4 WAS 2 )LATERAL DETAIL "eT f� . 117. )J S k/ A LL A OST46 y - - - - 4 - : .� A. 4) LATERAL DETAIL C--21-2'e-a r T VV b / J:P l lt� 45M&-q. as te to C-4. IrvD.11ra r INS - - - - - -- - 65TLATEF?%AL DETAIL 1� �lPy7'�la� lo` ROOF VENTILATION 2000 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE Standard Truss 1 Scissor Truss Roof Framing Assembly. UPPER ROOF Roof Area : 1440 s.f. Ventilation Required: Ventilation Required: 1440 s.f. x 144 s.i. / s.f. 1300 = 691.2 s.i. Req'd Provide 112 ventilation at eaves, 112 above midpoint & min. 31. above eave rents Eave Ventilation: Eave Ventilation: ;Range hood or down draft exhaust fan rated at min. 100 cfm Birdblocking = Birdblocking = 4.71 s.i. / 11 - 25% reduction = 3.53 s.i. 111 Eave Ventilation Req'd = 691.2 s.i. / 2 / s.i. per 11 = 97.831.1 Provide: 98 11 birdblocking. Ventilation = 345.19 s.i. Min. Ventilation Provided = 346.19 s.i. is greater than 345.6 s.i. Req'd Upper Roof Ventilation: *vA'wle house fans located 4 ft. or less tom interior grille to 7"0" Attic Roof Jack = 7"x7" Attic Roof Jack = 49 s.i. each - 25% screen reduction = 36.75 s.i. each. Upper Ventilation Req'd = 691.2 s.i. 12 / s.1. of each vent = 9.40 vents Provide: 10 W" roof jacks. Ventilation = 367.50 s.i. Ventilation Provided = 367.50 s.i. is greater than 345.6 s.i. Req'd Use: (minimum) 98 11 birdblocking. Ventilation = 346.19 si. Use : (minimum) 10 7 "x7" roof jacks Ventilation = 367.50 si. Total Min. Ventilation Provided = 713.69 s1. IS GREATER THAN: 691.2 &1. Req'd ROOF VENTILATION 2000 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE Standard Truss I Scissor Truss Roof Framing Assembly: ROOF OVER LIVING / DINING Roof Area : 344s.1 A Ventilation Required: 344 s.f. x 144 s.i.1 s.t 1300 = 165.12 s.i. Req'd Provide 112 ventilation at eaves, 112 above midpoint & min. 3 ft. above eave vents Min. 100 cfm Q 0.25' WG (VIAQ Table 3-1) Eave Ventilation: UA ;Range hood or down draft exhaust fan rated at min. 100 cfm Birdblocking = 4.71 s.i. / 11 - 25% reduction = 3.53 s.i. 111 Eave Ventilation Req'd = 165.12 s.i. 12 / s.i. per 11 = 23.37 11 Provide: 24 11 birdblocking. Ventilation = 84.78 s.i. Min. Ventilation Provided = 84.78 s.i. is greater than 82.56 s.i. Req'd Upper Roof Ventilation: 13. *vA'wle house fans located 4 ft. or less tom interior grille to 7"0" Attic Roof Jack = 49 s.i. each - 25% screen reduction = 36.75 s.i. each. Upper Ventilation Req'd = 165.12 s.i. / 2 1 s.i. of each vent = 2.25 vents Provide: 3 -7"x7" roof jacks. Ventilation = 110.25 s.i. Ventilation Provided = 110.25 s.i. is greater than 82.56 s.i_ Req'd Use : (minimum) 24 11 birdblocking. Ventilation = 84.78 s.i. Use : (minimum) 3 4"x7" roof jacks Ventilation = 110.25 s.i. Total Min. Ventilation Provided = 196.03 s.i. IS GREATER THAN: 165.12 si. III ROOF VENTILATI 2000 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE Standard Truss 1 Scissor Truss Roof Framing Assembly. ROOF OVER GARAGE 1 FAMILY Roof Area : 282 s.f. A Ventilation Required: 282 s.f. x 144 s.i. l s.f. 1300 = 135.36 s.i. Req'd Provide 112 ventilation at eaves, 112 above midpoint & min- 3 ft. above eave vents Min. 100 cfm Q 0.25' WG (VIAQ Table 3-1) Eave Ventilation: UA ;Range hood or down draft exhaust fan rated at min. 100 cfm Birdblocking = 4.71 s.i. 111 - 25% reduction = 3.53 s.i. 111 Eave Ventilation Req'd = 135.36 s.i. 121 s.i. per I.f. = 19.16 11 Provide: 201.1 birdblocking. Ventilation = 70.65 s.i. Min. Ventilation Provided = 70.65 s.i. is greater than 67.68 s_i. Req'd Upper Roof Ventilation: 13. *vA'wle house fans located 4 ft. or less tom interior grille to 7"x7" Attic Roof Jack = 49 s_i. each - 25% screen reduction = 36.75 s.i. each. Upper Ventilation Req'd = 135.36 s.i. 12 / s.i. of each vent = 1.84 vents Provide: 2 -7•x7` roof jacks. Ventilation = 73.50 s.i. Ventilation Provided = 7350 s.i. is greater than 67.68 s.i. Req'd Use : (minimum) 20 LL birdblocking. Ventilation = 70.65 s1. Use : (minimum) 2 4"x7" roof jacks Ventilation = 73.50 &1. Total Min. Ventilation Provided = 144.15 &1. IS GREATER THAN: 135.36 s1. Req'd VENTILATION SCHEDULE =- 2000 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE SYMBOL LOCATION MINIMUM FAN REQUIREMENTS A Bath, Powder, Min. 50 cfm Q 0.25' WG (VIAQ Table 3-1) 117' Kitchen Min. 100 cfm Q 0.25' WG (VIAQ Table 3-1) 6 UA ;Range hood or down draft exhaust fan rated at min. 100 cfm BASEMENT W. at 0.1(Y' WG may be used for exhaust fan requirement.) TYPE Whole House MIN. CFM = 115 MAX CFM = 173 (VIAQ Table 3-2) C Fan (based on 3,686 s.f floor area & 4 bedrooms) (1) YES *flow rating a 0.25' WG 40.98 13. *vA'wle house fans located 4 ft. or less tom interior grille to 2 have a sone rating of 1.5 or less measured @ 0.1" WG MILGARD VINYL *whole house fan may be omitted when using OPTION 2. 5320 VY (only required when using OPTION 1 (VIAQ 303.4.1)) *Ali fans to vent to outside *All other requirements of 2001 WSEC 12000 VIAQ must be met 16 GLAZING SCHEDULE ROOM N OF I VMDS. 1 VMD. 1 VMD. 1 5.00 MANUF. FRAME WDW. SLIDER 5120 117' AR YES AREA UA 38. BASEMENT W. H. TYPE TYPE I MODEL I MR I GAS I LO-Er-VAL I NO. GAP 5621 117' (1) YES I BASEMENT 1 .00 5.00 MLGARD VINYL SLIDER 5120 117' AR YES 0.38 100.00 38. BASEMENT 1 .00 till 6.83 MLGARD VL S.G.D. 5621 117' AR YES 0.34 40.98 13. BASEMENT 2 1.00 MILGARD VINYL PICTURE 5320 VY AR YES 0.35 ft Mill .1 FOYER 1 1.50 5.00 MILGARD VINYL PICTURE 5320 117' AR YES 0.35 7.50 2. FOYER 1 400 2 -50 MILGARD VINYL PICTURE 5320 1/7' AR YES 0.35 10.00 3. LIVING 2 3.00 6.00 MILGARD VINYL S.HUNG 5220 117 AIR YES 0.39 36.00 14. LIVING 3 2.00 2.00 MILGARD VINYL PICTURE 5320 112" AR YES 0.35 1200 4. DINING 2 300 6.00 MILGARD VINYL S.HUW 5220 1/2' AR IYES 0.39 36.00 14. KIT(;HEN 1 4.00 3.50 MILGARD VINYL SLIDER 512(! 1/2" AR IYES 0.38 14.00 5. NOOK 1 6.00 6.83 MILGARD VINYL S.G.D. 5621 U2" AR YES 0.34 40.98 13. FAMILY 2 5-001 5.00 MILGARD 1VWL I SLIDER 1 5120 117' AR YES 10.38 50.00 19. DEN 21 300 5.00 MILGARD 1VWL I S.HUNG 1 5220 f 1/2" AIR IYES L0,39 1 30.00 11.7 UPPER FLOOR I I BEORM 2 3 300 5.00 MILGARD VINYL S.HUNG 5220 112" AR YES 0.39 45.00 17. MSTR BEDRM 1 800 400 MEGARD VINYL SLIDER 5120 1/2" AR IR YES 0.38 32.00 12.1 MSTR BATH 2 5.00 3.50 MILGARD VINYL PICTURE 5320 112' AR YES 0.35 35.00 12. MSTR BATH 1 2.00 3.50 MILGARD VINYL S.HUNG 5220 112" YES 039 7.00 2. BEORM 3 1 5.00 3.50 MLGARD VINYL SLIDER 5120 112" !W 038 17.50 6. BONUS 2 3.00 5.00 MR CA VINYL S. HUNG I 5220 112" AR YES 0.39 30.00 11.7 WND TOTAL: 40288 151.40 DOORS WITH MORE THAN W16 GLASS DOORS WITH MORE THAN 60%GLASS TOTAL: AVG. U VALUE (VERTICAL GLASS): 0.38 SKYLIGHTS AND SKYWALLS MSTR BATH 11 2.00 4.00 MR.GARD VINYL SKYLIGHT MAX GLAZNGPERCENTAGEALLOWED UNUMITED VAULTEDCEI.IVGS NO 0.54 8.00 4. STAIRWAY 1 4.00 400 MILGARD VINYL SKYLIGHT FLOORS OVER UNHEATED SPACES W803f4' MAX OVERHEAD UAIALUE ALLOWED NO 054 16.00 8. BATH 2 1 2.00 2.00 MLGARD VNY! SKYLIGHT 780 314 AR NO 0.54 4.00 2.1 GLAZING % = TOTAL 1 = HEATED AREA AVG. LOZALUE = UA TOTAL (TOT. 2) _ AREA TOTAL (TOT. 1) 430.98 A (1) U VALUES ARE NFRC CERTFIED OR OBTAINED FROM WSEC TABLE 1&6A, B. C. D OR E 2001 WASHINGTON STATE ENERGY CODE CHECKLIST CHAPTER 6 PRESCRIPTIVE PROPOSED INSULATION OPTION NUMBER IV CELR4GS R-38 MAX GLAZNGPERCENTAGEALLOWED UNUMITED VAULTEDCEI.IVGS R-30 PROPOSED PERCE: JTAGE GL.AZWG 11.69% ABOVE GRADE WALLS R -21 MAX VERTICAL U -VALUE ALLOWED 0.40 BELOW GRADE WALLS (IMERIOR) R -21 PROPOSED VERTICAL U -VALUE 0.38 FLOORS OVER UNHEATED SPACES R-30 MAX OVERHEAD UAIALUE ALLOWED 0.58 SLAB PERIMETER R-10 PROPOSED OVERII U -VALUE 0.54 DUCTS N USA -FATED SPACES R3 MAX DOOR U -VALUE ALLOWED 0.20 PROPOSED DOOR u- VALUE 0.20 2001 RESIDENTIAL WSEC CHAPTER 6: HEATING SYSTEMS SIZING PRESCRIPTIVE HEATING SYSTEM SIZ ELECIRiC RESISTANCE {BASEBOARD I UNrr HEATERS)- CONDITIONED SCUARE FOOTAGE X.005882 = 21.68 MAXIMUM KW OUTPUT OTHER FUELS: CONDHICNED SC DARE FOOTAGE X20 = 73720 MAXMUM BTU OUTPUT WHOLE HOUSE VENTILATION USING THE PRESCRIPTIVE METHOD Q OPTION 1. WHOLE mutsE VENT"um ustm, E*W. ST FANS (MO 303 4.1) MIN CFM EX AtISTFAF! FLOW RATNG PER VIAO TABLE 3-2 0.54 AREA NOTE THIS IS THE ONLY OPTION THAT REQUIRES A WHOLE HOUSE FAN. 430.961 166.5 OPWN 2 VA DOLE HOUSE VEr LATION WEC WITH A FORCED AIR HEATING SYSTEM (VIAO 303 42 8 NCH SMOOTH OR 10 INCH FL.E)V-E OUTDOOR AIR INLET DUCT PER VIACI TABLE 35 TOTAL 2 43098 S.F. = 11.69% G MOTORITDDAMPER 3686.00 S.F. 0 MANUAL DAMPER MEETING V%0 TABLE 3-2 FLOW RATES 115 CFM 166.52 UA = 0.39 Q AUTOMATIC FLO /V•REGUTATED DEVDE Q OP'TI04'4 3 VII SOLE F-0[;cE 1/ENi1LATiONJ lI R SUPPLY FAN NIAa -- .4.3) INCH SMOOTH OR INCH FLE)WLE CIUTLOOR AIR e$ET DUCT PER VIAO TABLE 3-6 BACK -CRAFT DAMPER S_LECnON Q CA! &RATED MANUAL VOLUME DAMPER MAPAJAL VOLUME DAVPS Q A'VIOMATIC FLOW-REGULATaVG DEVICE Q OPTION 4 VrNOLE F'0 J VENTILATION UlSFJG A HEAT RECOVERY VEW"T10N SYSTEM (VIAQ 303 4.4) VAPOR RETARDER I BOOR 4 JAIL POLY 0 FACE STAPLED BACKED BAITS PLY OODW1 OG- GLUE I LL 4 vL POLY Q FAO= STAPLED BAcKE BAITS P , A PA NT i C`ILNG 4 M! 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THESE PLANS ARE IN ACCAN WITH FEDERAL STATUTES. 1 REPRODUCTION BY ANNYY 504e GISTERE RC tTECT __ �, " AUTHORIZED LICENSE TRANSFER TO CONTEMPAR1' HOMES, INC N O R T H `U1/ E S T M E740D OF ALL OR PORTIONS OF VARIATIONS THEREOF WITHOUT WRITI THESE PLANS PERMISSI ..■r — `\ O - r r 18915.142ND AVENUE NE SUITE 100 WOODINVILLEr WA 88072 OFFICE: (425) 485.4900 FAX: (425) 487$885 PROHTTED G AND (AN (PSTRICTLY T PROHIBITED. FORTH ON THIS SHUT AS INVMMEN75 OF SER ARE, AND SHALL REMAIN, THE PROPERTY OF A w PL AN � t•1 ,•I - r l - �1 TOLL FREE: - 272.41 WWWAR HITE .E ia38 N C C T NW. OM S C ARCHITECTS NORTHWEST. INC. I/16/15 -,ql I I • ® Clit 0 0 a 9q : K w N t i c Lo ti ITI x . s� o bo 0 - n D 3 z G� D z u �ll \Q 0 7� c!a u 0 4w �o n d - N aa -•1 � "0 O c z D D 0 z r z z 0 ca 0 � o a ,1 � > �1 I TAL 6R OU P LL O A RCHITECTS NORTHWEST 18815 -1a2ND AVENUE NE SUITE 100 WOODINVILLE� WA 88072 OFFICE: (425) 4854800 FAX: (425) 487.6585 TOLL FREE.1. 888. 272.4100 WWWAR HITE T NW. M C C S C� EACH STRUCTURE 8 T FROM 7NES f+LMIS. THESE PLANS ARE COPYRfCH7ED IN ACCORDANCE WITH OD OF FEDERAL S7A'RJTES. REPRODUCTION BY ANY METHOD OF All OR PORTIONS of THESE PUNS VARIATIONS THEREOF WITHOUT WRITTEN PERM1 FR PRHIBITED. DRAIMNCS I N C AN I PUWS C SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERNCE ARE. AND SHALL REMAIN. THE PROPERTY OR ARCHITE CTS NORTHWEST INC. Pe — ,4UTHOR I ZED L I GENS� Ti?�N51"�R TO GONT�MP�4RY �IONt�S, I NG. 1 1 I x Mo. I i R1714 z 0 ca 0 � o a ,1 � > �1 I TAL 6R OU P LL O A RCHITECTS NORTHWEST 18815 -1a2ND AVENUE NE SUITE 100 WOODINVILLE� WA 88072 OFFICE: (425) 4854800 FAX: (425) 487.6585 TOLL FREE.1. 888. 272.4100 WWWAR HITE T NW. M C C S C� EACH STRUCTURE 8 T FROM 7NES f+LMIS. THESE PLANS ARE COPYRfCH7ED IN ACCORDANCE WITH OD OF FEDERAL S7A'RJTES. REPRODUCTION BY ANY METHOD OF All OR PORTIONS of THESE PUNS VARIATIONS THEREOF WITHOUT WRITTEN PERM1 FR PRHIBITED. DRAIMNCS I N C AN I PUWS C SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERNCE ARE. AND SHALL REMAIN. THE PROPERTY OR ARCHITE CTS NORTHWEST INC. 8o�e GISTr =RED IT RC CT A W I /I /1 � — ,4UTHOR I ZED L I GENS� Ti?�N51"�R TO GONT�MP�4RY �IONt�S, I NG. a l O.H. G a -4 r_ 9 — LINE DLGIC P.T. bx10 D.P. a b O G s ,+{ w �. ,a ,1 � > �1 I TAL 6R OU P LL O A RCHITECTS NORTHWEST 18815 -1a2ND AVENUE NE SUITE 100 WOODINVILLE� WA 88072 OFFICE: (425) 4854800 FAX: (425) 487.6585 TOLL FREE.1. 888. 272.4100 WWWAR HITE T NW. M C C S C� EACH STRUCTURE 8 T FROM 7NES f+LMIS. THESE PLANS ARE COPYRfCH7ED IN ACCORDANCE WITH OD OF FEDERAL S7A'RJTES. REPRODUCTION BY ANY METHOD OF All OR PORTIONS of THESE PUNS VARIATIONS THEREOF WITHOUT WRITTEN PERM1 FR PRHIBITED. DRAIMNCS I N C AN I PUWS C SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERNCE ARE. AND SHALL REMAIN. THE PROPERTY OR ARCHITE CTS NORTHWEST INC. 8o�e GISTr =RED IT RC CT A W I /I /1 � — ,4UTHOR I ZED L I GENS� Ti?�N51"�R TO GONT�MP�4RY �IONt�S, I NG. PLAN M ,240C A5F�ODB ��hl. -,Iq -..AA G 0 ��hl. -,Iq -..AA n �t 4 0 r 4 O O f — LINE OF WALL BELOW I 14'-0' I f 16.J3 LF I PI-b I 3 C,.0 f f of I Ea I 1,0 0� LINE OF INT. —'I - VAULT Q w ' VAULTED a MSTR BtvRm I CARPET _ % �n I x 22'X50' ATTIC, 110v AGCE55, I NSULATE t O . ' NIEATHER STRIP I I � � 2- H� J J 0.� Z � USE FULL NE16HT STUDS O X t ve 1%4 2 l Y�II G I CARPET— I� x I I.C� —\mot M5TR BA TILE 2x4 MM — � f^iN.L BtiOi^I 36"X&0` TUB 5 PICTURE 2°3° S.H. M NF. CLASS I L P!-6 ' -0• 4'-0• , 2•-O• 4 _Ow 2x6 WALL 5°3 SLIDER � 19 I9 3 P1-6 3 I 6' -0' 2' -0" f l 14'-0' 14' -0` I 40 -0' I i I I - — -- — — — — — — LIM OF AA.L BELOIN Ltl%E OF ROOF BELOW 12' -0' UPPER FLOOR PLAN 1 % • • 38' -0` I 4' -0` Duov S.D. ART NICHE O 36" A.F.F. P!-4 - - - - - -- i LINE OF — L-1 POSTS BELOW L, LJ I I I 14' -O' 2' ' HT I 4 0 4 0 SKYL16 W/ LAM. GLASS _ PLANT SHELF O ;�,_ ) / 1 %3 OPEN 0- I TO Mori Q SHELVES ®36' A.F.F. 9: A V i i 167- 2 G. O. 0 2 in 1 p F\ 2 ��- 2°2° SKYLIGHT _ 1�xl_ O Q YY/ LAM. CLASS BEDRM 2 ; ry M.G. CARPET N 6' -0" 2'-O 4' -0' 6' -0' MST46 O N To 8 " K i.6i A to PI-4 4XI0 BE AM h Q • O 6J 1 0' -0 RETROFIT HAR HARE SYMBOL HOLC OM TYPE AND AMOUNTS SINPSCM MST48 W TOTAL MN. FLR. (3) TOTAL UPPER MRL C INSTALL PER DETAIL 4/2 ® SIM SON PH06 (2) TOTAL INSTALL FIR DETAIL 3/2 O SIM SON PH06 (2) TOTAL INSTALL PER DETAIL 512 LATERAL RESTRAINT HARDNIARE SYM304 HOLDOM TYPE AND AVaPITS E-- V4' = 1' SCALE-- -0' 5 BE -FOLD - is - i INSTN.L I -I/2` FROM GOW'ERS OR mwm OPEwwA, U ,iw 7. AL H ALL &ARA6E= Q E y�, slt�c USE M) !6d NAILS EAt:H. n R_ t 5. PI-4 Imo, INSTALL. 1-112' FROM 00MEi 5 OR ROUSH OPE58N65, U CARPET 3. EXTERJO:R Y'iALLS TO BE 2x6 STUDS O W 04- i l)(0. SWIDSOM SnIEW (3) TOTAL. PROVIVIE SOLID BLOCKINS OVER W.PPrRTS. V.T.O. UTI L v �. USE CM) I" NAILS Vat 266E _, 5° u FOLD ' e LNSTAI.L FUEL W (34) I6d NAILS SACK G 2816E AN TOTAL • MAIN F LOOK (N TOTAL. O UPPER FLOOR �t SR*F M G6i6)06 MET1^EN L01"ER t MAW 4 n 14. o� a SR4 CG*x96 03ETWEEN MINK 4 UPPERS WALL M-^4 : MlOLE HOUSE FAN n LINEN Z IIOV S.D. O Q Y AUTO TIMER t USE (20) IOd HAILS 0) TOTAL. :t MANUAL OVERRIDE QC s a IIOV l< z O . I .D � IX E) 1L.E ��'! E30 NU � ° !L HOLD SACK STUD f FAR GONT. SHEATHING BEE 4 z lu o I RM W OL CARPET .�l!o �r I I:3� Q 0.1 BEDRM 5 i A'VNi �z D"m or: S AM CARPET rr AM 6/04/ W M-64 k 05-x53 rear �c8 �� 040415 %r h Q • O 6J 1 0' -0 RETROFIT HAR HARE SYMBOL HOLC OM TYPE AND AMOUNTS SINPSCM MST48 W TOTAL MN. FLR. (3) TOTAL UPPER MRL C INSTALL PER DETAIL 4/2 ® SIM SON PH06 (2) TOTAL INSTALL FIR DETAIL 3/2 O SIM SON PH06 (2) TOTAL INSTALL PER DETAIL 512 LATERAL RESTRAINT HARDNIARE SYM304 HOLDOM TYPE AND AVaPITS E-- V4' = 1' SCALE-- -0' SWP5 M STHDI41tJ (4) TOTAL O Sac STUDS i frm Fi.00.% INSTN.L I -I/2` FROM GOW'ERS OR mwm OPEwwA, U ,iw 7. ! "SE (98) 16d N!&S EACK &ARA6E= SR4 STHDI4 (4) TOTAL O 9x STUDS Q INSTALL 1-V2' FROM C.oMCPS OR R *H OPE NIN65, U tk4=X SHW AREA: USE M) !6d NAILS EAt:H. t GOm71TIONS PRIOR TO co.NSTRlIX_,rON. I Sl1 STHC40 I (6) TOTAL. ALL BEAMS t WADERS TO BE 4x10 DF*2 O 2x4 WALLS t INSTALL. 1-112' FROM 00MEi 5 OR ROUSH OPE58N65, U USE (28) Md NAILS EAGER 3. EXTERJO:R Y'iALLS TO BE 2x6 STUDS O W 04- i l)(0. SWIDSOM SnIEW (3) TOTAL. PROVIVIE SOLID BLOCKINS OVER W.PPrRTS. MTALL 1-112' PROM GORE OR FtCUM OFEN1I6% U" 10. USE CM) I" NAILS Vat i 1K41PM Rif OF i:N6S. ALSO SEE . V6%WAGTtF2RS SPECS SPIrsm MT-0 il'fi COVI HEAVERS O T-W ABOVE Fii SHM H.0o.? O MAX PLOOR UX.O. LNSTAI.L FUEL W (34) I6d NAILS SACK 12- AN TOTAL • MAIN F LOOK (N TOTAL. O UPPER FLOOR 6. SM40KE DETEGTORSt ' S"A .L BE ISO v INTERCONNEC YV SATTE W EWV -X,P SR*F M G6i6)06 MET1^EN L01"ER t MAW O INSTALL Y OOM TO POST M CRAM SPACE 14. USE 06) 10d NAILSL, IN TOTAL - a SR4 CG*x96 03ETWEEN MINK 4 UPPERS MSTALL FLOOR TO FLOOR W 06) IOd NALS (2) TOTAL.. 15 SR4pSON H6 DIN Z USE (6) Od HAILS. (2) TOTAL. C816x46 DM TO VM_ JSTS USE (20) IOd HAILS 0) TOTAL. • 16 A'-4�)• MAIN FL OOR PLAN LOUR FLOOR: 1151 SF. E-- V4' = 1' SCALE-- -0' 1202 SF. i frm Fi.00.% / FLOOR PLA MINC-7 NOT E 7. ALL R.00R .10iSTS TO BE 2x10 k0-1 -FI!? •2 O 16' ON CMgM &ARA6E= 730 SF. �E55 NOTED O�TFERAISE Nxo }- 1. CONTRACTOR SHALL VPR;FY ALL NOT . Da cam. 'a'OI�F tk4=X SHW AREA: O S.F. t GOm71TIONS PRIOR TO co.NSTRlIX_,rON. 6_ ALL BEAMS t WADERS TO BE 4x10 DF*2 O 2x4 WALLS t 2. KNlD AS t DOORS A.RE S OM i NOTED AS WXKw AL SIZES 6x6 DF*2 OR 4xf0 DFs2 O 2x& WALLS U. 3. EXTERJO:R Y'iALLS TO BE 2x6 STUDS O W 04- i l)(0. °. PROVIVIE SOLID BLOCKINS OVER W.PPrRTS. 4. M& TALL Sf.%1PSON WW.,_ TO AOOD HOLDOr iho IW FROM C M. ABRS 10. PRIDE FIRE BLOGKN6 O ALL PLUMNS PIETRATiONS. i 1K41PM Rif OF i:N6S. ALSO SEE . V6%WAGTtF2RS SPECS 11 il'fi COVI HEAVERS O T-W ABOVE Fii SHM H.0o.? O MAX PLOOR UX.O. 5. R IWICATES POIkT LOAD FOR IED BY (2) STUDS, UlAo 12- , ALL 1011000 N CONTACT VOTH C AV,. TO BE PREP TREATED 6. SM40KE DETEGTORSt ' S"A .L BE ISO v INTERCONNEC YV SATTE W EWV -X,P G. 5E3= 5143 =T 1 FOR ADD1T10l�IN- NOTES. ' SHALL 9E MTALLFD OM EACA FLOOR. AND IN. ALL tooms 14. SW SH EET 2 FOR VE.ML krOM SCJilEClL f_= ' S . L BE INSTALLED Iii EACH LOCATION Y9459M TMRE IS A N a COL N& C MNSE 6RI`ATER THAN 24' 15 SEA SS T 7 FOR 5FEARYV LL SCiN RULE (2) 8x8 P.T. POSTS W/ STONE VENEER BASE TYP. O COV'D PORCH d*ynsi�► AIMA S~ARY LOUR FLOOR: 1151 SF. MAIN FLOOD 1202 SF. i frm Fi.00.% 13x3 SF. TOTAL F IS ED AfW_J6 9666 5P. &ARA6E= 730 SF. C0VE3MV AR Azz 160 SF. tk4=X SHW AREA: O S.F. • W� o 6 .# O U tL �F z <m ?y�-- 000 �N!F3Z�2 V w Val: G. ' � w � o �� ' '�� Z��Iri SO A6 01yy-� �� Ny Z N yd < 33 � O R2 m> In UW 3� Lloj Zjoo n v 4 8fl r � V E wo 0 ( <z Zm mold W tu W LL Z p O 4 r N a m Z w o � QC � a l< z O IX 1L.E lu z lu J W OL M .�l!o I:3� Q 0.1 A'VNi D"m or: S AM rr AM 6/04/ W M-64 1117/ 05-x53 rear �c8 �� 040415 i 6 II= O 6ARA<E 5/4x6 CORNER TRIM o FRONT i b e F> , p �_ LAP SIDING MAIN FLOOR 6x12 BEAM W/ 2x6 BRACKET COMPOSITION SHINSLE5 12 SHIN&L.E STYLE SIDING 16'x30" LOUVERED ATTIC VENT (CEDAR) 5/4x12 CORNER TRIM Dui WIN 5/4 TRIM oolo� -iR "m.. i �mpamQ is Ir'r„w ��.'�ir -i li Ix4 TRIM OVER 2x12 BARGE - M m 0 ■ pil 4 0 4 0 SKYLIGHT W/ LAM. 6LASS 2x4 FLAT OVER 2xb TRIM BD. TAILS ■ FO 2x FLAT ■ ■ r • a - �� 2xb TRIM ft o FORGH 2x6 TRIM 3 .1m I� d i C F RONT ELEVATION SCALE: 1/4" = 1'-.0" ELEVATION NOTES: I. VERIFY SWEAR WALL NAILING 4 HOLDOYM PER PLAN 4 SCHEDULE PROPR TO INSTALLING SIDING. 2. MASONRY 4 WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER UB.C. 3102. 3. CAULK ALL EXTERIOR .POINTS 4 PENETRATIONS. 4. PROVIDE WEATHER STRIPPING 4 FLASHING AT ALL DOORS 4 WINDOW, PER UB.C. 1402.2. 5. PROVIDE 6ALVANIZ OR ANODIZED SHEET METAL FLASHINS 4 INS o ALL ROOF PENETRATIONS, CHIMNEYS r REAR ELEVATION TA(,� Sc'ftz_-V'vsI'-o' • f IF en voi OC 0 I� 0 n W n - megiaw � '� Nr- z °� ocz��<z�i W ws� ��n�iF � mo �� yy # ., � 1.1��jj rz �j VW1dWVF, O 3 W�oc"�� ,>v 3 9pu Cox "' ra 1_ wp O 2 0 5 a zWF_Tm �a .. < z U W z 3�v W �: w�� I... o�g 3� o u ad S W N _ a N $4 �` a� z v V Us w IL cc >0 tL 0 0 z a V z lu N O � a z v � o o lu w IL lu OL a N O Q UL VESOQD Sr DAM— AM 4EW" ffr_ CA Mm AT3 BPS 1f/08/ LAV& sw arz [U7/ "MOL "%%N%.JM 05-aa (o &W toe MAIM 040413 i a RIGHT ELE\/ATION �---- - - - - -� • • , SHEAR NALL SCHEDULE (SEE Igg'1 UBC TABLE 25- II -1 -1, d 23- 11 -1 -2) PI-6 V = 196 PL -- 1/2' PLYWOOD OR 05B. EQUAL, YV/ 8d (6UW NAILS O 6' O.C. AN01ORA6E: 16d NAILS o 5' 04. TO WD FF*49, OR 516' AB. O 48' O.C. TO ON.. M-4 V - 904 PLF 1/2' PLYWOOD OR 0.5B. EQUAL, W/ 8d (6UW NAILS O 4' O.G. L4 IL Note % NW ORASE: I6d NAILS o 4' O.G. TO M MM, OR 5/8' AB. O 96' O.G. TO GONr, PI-9a V = 949 PI-F I/2' PLYWOOD OR O.SB. EQUAL, W/ 8d (6UW NAILS O 3' O.G. `�� Note 06 ANGHORA6E: l6d NAILS O 9' O.G. TO YVD FRMG, OR 518' AB. 0 90' O.G. TO C.4NG. z USE 2" NOM SILLS AND 57UDS O PANEL. EDGES SINGE < SW PLF LOAD. PI-9b V = 389 PLF 1/2' PLYV4000 OR O.S.B. EQUAL, YV Od (6UW NAILS O 3' O.G. Note *I ANCHORAGE: 3/8'x5' LAG SGREPIS o 12' O.G. TO WOOD FRMG W V4' PILOT HOLA S 3 OR 5/6' AB. 0 30 O.G. TO GONG. V USE MIN. 5' NOM. MUD SILLS, SOLE PLATES AND STUD' o ADJOINING PANEL fSMIES. PI -2 V = 516 PLF 1/2' PLYWOOD OR O.SB. EQUAL, W/ 8d (6UW NAILS O 2' O.G. Note *7 : 3/8'x5' LAO SGREM O 9' O.G. TO A000 FRM& W/ 1/4' PILOT HOLE, p O z OR 5/8' AB. 0 90" O.C.. TO GONG. a r USE MIN. 9' NOM. MUD SILLS, SOLE PLATES AND STUDS O ADJOINING PANEL EDGES. P2-4 V = 608 PLF 1/2" PLYYVOOD OR O.S.B. MAL, (2 SIDES), W/ 8d (6UW NAILS o W OZ. v z Note 0 8 :3/8'x5' LAG SCREWS o O 0-6- TO WOOD FRMG W/ V4' PILOT HOLE, vi OR 5/8' A.S. 0 90 O.G. TO GONo. USE MIN. 3' NOM. MUD SILLS, SOLE PLATES AND STUDS 0 ADJOINING PANEL EDGES. 778 PLF V2' PLYW000 OR O 5B. EQUAL, (2 SIDES), W/ 8d (OW NAILS o 3' O.G. Note 06 ANC, 1OR E: 3/8')5' LAO SCREWS 0 7 O.G. TO 4x WD FRMG W/ V4' PILOT HOLE, IL OR 5/6' AB. 0 12' O.G. TO LONG. USE MIN. 5' NOM. MUD SILLS, SOLE PLATES AND STUDS o ADJOINING PANEL AGES. 1. THE SHEAR VALUES IN THIS TABLE ARE BASED UPON THE USE OF 8d, PNEUMATICALLY DRIVEN NAILS WITH A MINIMUM SHANK DIAMETER OF 0.115'; INTO HEM -FIR GRADE STUDS. 2. NAIL SPAGIN6 15 FOR ALL PANEL EDGES. BLOCK ALL PANEL EDGES. 3. SPACING OF NAILS ALONG INTERMEDIATE FRAMiN6 Ha -WERS 15 12' O.C. 4. SHEATHING TO BE ABA RATED, EXPI/EXP2/EXT OR C- G /C- D/STRUGT II PLYWOOD. S. AT DOUBLE SIDED SHEAR WALLS, OFFSET SHEATHING JOINT BY ONE BAY MIN. ALSO PROVIDE 4x BLOCKIN6 BENEATH SILL PLATE, WITH NAILS STAGGERED. 6. USE A35 CLIP o 24" O.G. AT DBL JST TO TOP PLATE YEA -ERE NO CONTII+>130UG VERTICAL SHEATHING DIAPHRAGM OCCURS. 1. USE ASS CLIP 0 16' O.C. AT VOL J5T TO TOP PLATE WHERE NO CONTINUOUS VERTICAL SHEATHING DIAPHRAGM OCCURS. S. USE A35 CLIP 0 12' O.C. AT DBL J5T TO TOP PLATE Y*ERE NO CONTINUOUS VERTICAL SHEATHING DIAPHRAGM OCCURS. 4 4 COMPOSITION SHiWL.E5 OVER 151b FELT OVER 1/2" CDX. OR O.S.B. OVER TRUSSES FINISH PER ELEVATION - OVER 15Ib FELT OVER 1/2" CDX. OR O.S.B. 4 MANUFACTURED PER PLAN LINE OF ROOF —�� 2x6 STUDS 16' O.C. Y�V R - 21 Ih'SULATI01, TYP. U N-0. I'1' o 6ARAE,E SCALE= 1/4' = 1' -0' U wMiATC1 EGTION 'A' SCALE: 1/4' = 1' -0" 4 SKYLIGHT W/ L.M. 6LA55 Doi -2w , 6 C�TYt� li0v - 9 2494 OH wo 0 .3 8 l,L5 jj < 03; 1-- $a o m N NW L4 IL ; <�W ' E Zh �pf� Z . ' Dig � �yZIZ W O k . Z WASSR� P z o `�� z U uj W 3�0 U Q�� w S 3 V o N ^N zll Z T SOW �ELtL QO-i p O z a r cl) v z vi O IL OL z o V � O O OC W z z lu �- z w N_ OC I� oesOYED BY: PATE AM MAM BY. DAM 1 :Eve 9r- DAM ATB BPS II /G8/ u► 9w a+ uMM&"XAMx 05� -953 AM .109 %vwom 040413 ■ i 1 it a 0 1 1 C , rN �p C Il d w i l O CZ" z d D 0 z �o r z Y n y li x It �. 4 .. ,I P! i x IM4 I X N > N i , x r rn. C Il d w i l O CZ" z d D 0 z �o r z N i G z x� i aocmo(a)� li x It �. 1, . 7 .. ,I P! i x IM4 I X N > i , x r rn. N i G z x� i aocmo(a)� �. 1, . 7 .. ,I i r • e w : -- f v • .en. • za b p � � C GROUP LLC*o s � —i 8� :a F11 � : � s Q g PLAN M2400P�3F —ODB 0 1 • to FE. • W-I I" ASV. MAIN FLOOR ti 5 1 + 011 t w .,�•�;. 1 . �• ivww •�ti. , .,o,. •�.... •� ARCHITECTS NORTHWEST 18915.142ND AVENUE NE SUITE 100 WOODINVILLE, WA 98072 OFFICE: (425) 485.4900 FAX: (425) 4876585 TOLL FREE: 1. 888.272.4100 WWWARCHITECTSNW.COM PAYMENT OR USE FEE IS DUE NORTHWEST. INC. PRIOR TO CON! EACH STRUCTURE BUILT FROM THESE PLANS ARE COPYRIGNTED WITH FEDERAL STATUTES. REPROC METHOD OF ALL OR PORTIONS OF 1 VARIATIONS THEREOF WITHOUT WR11 FROM ARCHITECTS NORTHWEST, It PROHIBITED. THESE DRAWINGS I FORTH ON THIS SHEET AS INSTRUMI ARE, AND SMALL REMAIN. THE ARCHITECTS NORTHWEST, INC. 12" O.H. ,w, ® &ASLES -,qq 1 'AA 0.9.1 1 PI-6 io ® e OADL Z J I O� �� rn �. .. ,I -,qq 1 'AA 0.9.1 1 PI-6 io ® e OADL Z J I O� �� rn r I Date 05 A 4 a' t RE\JJBAIED FOR CODE COMPLIANCE DEC 13 7004 l lr � ? r of r4o changes sht be msdo to the 'm n �,•� : �� vl!thmA prior app Of BuHding Divisi Rev -s:ans will require a Fm plan suhwtw and may etude NW&XW plan rewew fees. I 11&P,r5�01C D",taplme*tt 4610 5 FN yaan w l go* ta poi- -200 s is • 0 J i • if z t I — — 0 , � � 9 0 10 . 4 gA r. � U . w < to 0 14 p o 555 Es. � g � "� ��'� �A� � ��A � Z H �S �� F � I VY see y R 8aSd p �A � � Sg� ft 04 lab E � - 04 1 �$8 1 -Q� IN M 44 12 gig �nag i iaia g�r 10 fz VIP LO 41! 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III nY IF 16915.142ND AVENUE NE SUITE 100 W WA 98072 PROHIBITED THESE DRAWINGS AND PLANS SET A 425 485.4900 FAX: (425) 467.66M VICE f OFFICE ( ) FORTH ON THIS SHEET AS INSTRUMENTS OF SER ARE. AND SMALL REMAIN. THE PROPERTY OF M24 00 ABF IIIIIIIII O D15 A N O RTHWES T . � %'I r.I .a rl rl TAIL FREE:1 iii 272.4168 WWW.ARCHITECTSNW,C�M c TECTS BRTHwES , I N C . O6 /!Q /p4 -44 -AA lip 1 l l { o 0 0 0 0 0 0 N 11, { f 1 11, , ,, A A Z Z g RN i ly 931999 LA F t s LA fin -lit r :1 N� I w tu 14 .1b R, 4444�� N' 1z u Q .�a�aula�w�►a�I.� p � N N X >� �ao��a�vl�►o�ul�► 4 � u:'wwwwwwwww $ a 9 PHI 10 T N s,��$�� N � W A I �1 0 O'si lalgI g 11 gad m M A r tau lrj cill'i CiT z rn r MIMI X - 2 Ic) �1 rat � ao�a€ > ib c 2s MiF T Ogg 0i M > X1 Us. r z u > z z g g p q� �q3 O il sp a ,; Iii oil >10 , M I R t u, < FIT w "-" -a jig Ini-81 1g , pit > Z i g j fg. IS DUE ARCHITETS r7 Zito M go O r f 1 T A L ( J PAYMENT NORT�IWEST� NC. CONSTRUC710N FOR b GISTERE �+' J �/ LL C A R C H I T E C T S EACH STRUCTURE BUILT FROM THESE PLANS. aR THESE PLANS ARE COPYRIGHTED IN ACCORDANCE RC ITECT WITH METHOD ERAL STATUTES. All PORTION OF THESE PLANS A NY N a R T H W E S T VARIATIONS ARC I� °� RTM NORTHWEST. INC. III nY IF 16915.142ND AVENUE NE SUITE 100 W WA 98072 PROHIBITED THESE DRAWINGS AND PLANS SET A 425 485.4900 FAX: (425) 467.66M VICE f OFFICE ( ) FORTH ON THIS SHEET AS INSTRUMENTS OF SER ARE. AND SMALL REMAIN. THE PROPERTY OF M24 00 ABF IIIIIIIII O D15 A N O RTHWES T . � %'I r.I .a rl rl TAIL FREE:1 iii 272.4168 WWW.ARCHITECTSNW,C�M c TECTS BRTHwES , I N C . O6 /!Q /p4 -44 -AA N' 1z u Q .�a�aula�w�►a�I.� p � N N X >� �ao��a�vl�►o�ul�► 4 � u:'wwwwwwwww $ a 9 PHI 10 T N s,��$�� N � W A I �1 0 O'si lalgI g 11 gad m M A r tau lrj cill'i CiT z rn r MIMI X - 2 Ic) �1 rat � ao�a€ > ib c 2s MiF T Ogg 0i M > X1 Us. r z u > z z g g p q� �q3 O il sp a ,; Iii oil >10 , M I R t u, < FIT w "-" -a jig Ini-81 1g , pit > Z i g j fg. IS DUE ARCHITETS r7 Zito M go O r f 1 T A L ( J PAYMENT NORT�IWEST� NC. CONSTRUC710N FOR b GISTERE �+' J �/ LL C A R C H I T E C T S EACH STRUCTURE BUILT FROM THESE PLANS. aR THESE PLANS ARE COPYRIGHTED IN ACCORDANCE RC ITECT WITH METHOD ERAL STATUTES. All PORTION OF THESE PLANS A NY N a R T H W E S T VARIATIONS ARC I� °� RTM NORTHWEST. INC. III nY IF 16915.142ND AVENUE NE SUITE 100 W WA 98072 PROHIBITED THESE DRAWINGS AND PLANS SET A 425 485.4900 FAX: (425) 467.66M VICE f OFFICE ( ) FORTH ON THIS SHEET AS INSTRUMENTS OF SER ARE. AND SMALL REMAIN. THE PROPERTY OF M24 00 ABF IIIIIIIII O D15 A N O RTHWES T . � %'I r.I .a rl rl TAIL FREE:1 iii 272.4168 WWW.ARCHITECTSNW,C�M c TECTS BRTHwES , I N C . O6 /!Q /p4 -44 -AA $ a 9 PHI 10 T N s,��$�� N � W A I �1 0 O'si lalgI g 11 gad m M A r tau lrj cill'i CiT z rn r MIMI X - 2 Ic) �1 rat � ao�a€ > ib c 2s MiF T Ogg 0i M > X1 Us. r z u > z z g g p q� �q3 O il sp a ,; Iii oil >10 , M I R t u, < FIT w "-" -a jig Ini-81 1g , pit > Z i g j fg. IS DUE ARCHITETS r7 Zito M go O r f 1 T A L ( J PAYMENT NORT�IWEST� NC. CONSTRUC710N FOR b GISTERE �+' J �/ LL C A R C H I T E C T S EACH STRUCTURE BUILT FROM THESE PLANS. aR THESE PLANS ARE COPYRIGHTED IN ACCORDANCE RC ITECT WITH METHOD ERAL STATUTES. All PORTION OF THESE PLANS A NY N a R T H W E S T VARIATIONS ARC I� °� RTM NORTHWEST. INC. III nY IF 16915.142ND AVENUE NE SUITE 100 W WA 98072 PROHIBITED THESE DRAWINGS AND PLANS SET A 425 485.4900 FAX: (425) 467.66M VICE f OFFICE ( ) FORTH ON THIS SHEET AS INSTRUMENTS OF SER ARE. AND SMALL REMAIN. THE PROPERTY OF M24 00 ABF IIIIIIIII O D15 A N O RTHWES T . � %'I r.I .a rl rl TAIL FREE:1 iii 272.4168 WWW.ARCHITECTSNW,C�M c TECTS BRTHwES , I N C . O6 /!Q /p4 -44 -AA M A r tau lrj cill'i CiT z rn r MIMI X - 2 Ic) �1 rat � ao�a€ > ib c 2s MiF T Ogg 0i M > X1 Us. r z u > z z g g p q� �q3 O il sp a ,; Iii oil >10 , M I R t u, < FIT w "-" -a jig Ini-81 1g , pit > Z i g j fg. IS DUE ARCHITETS r7 Zito M go O r f 1 T A L ( J PAYMENT NORT�IWEST� NC. CONSTRUC710N FOR b GISTERE �+' J �/ LL C A R C H I T E C T S EACH STRUCTURE BUILT FROM THESE PLANS. aR THESE PLANS ARE COPYRIGHTED IN ACCORDANCE RC ITECT WITH METHOD ERAL STATUTES. All PORTION OF THESE PLANS A NY N a R T H W E S T VARIATIONS ARC I� °� RTM NORTHWEST. INC. III nY IF 16915.142ND AVENUE NE SUITE 100 W WA 98072 PROHIBITED THESE DRAWINGS AND PLANS SET A 425 485.4900 FAX: (425) 467.66M VICE f OFFICE ( ) FORTH ON THIS SHEET AS INSTRUMENTS OF SER ARE. AND SMALL REMAIN. THE PROPERTY OF M24 00 ABF IIIIIIIII O D15 A N O RTHWES T . � %'I r.I .a rl rl TAIL FREE:1 iii 272.4168 WWW.ARCHITECTSNW,C�M c TECTS BRTHwES , I N C . O6 /!Q /p4 -44 -AA -44 -AA • ROOF VENTILATION 2000 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE Standard Truss/ Scissor Truss Roof Framing Assembly: 2 Roof Area: 1280 s.f. 3 4 1280 s.f. x 144 s.i. / s.f. 1300 = 614.4 s.i. Req'd 5 6 I Min. 100 cfm @ 0.25" WG (V1AQ Table 3-1) � 8 ROOF VENTILATION 2000 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE Standard Truss/ Scissor Truss Roof Framing Assembly: UPPER ROOF Roof Area: 1280 s.f. Ventilation Required. Ventilation Required: 1280 s.f. x 144 s.i. / s.f. 1300 = 614.4 s.i. Req'd Provid 112 ventilation at eaves, 112 above midpoint & min. 3 ft. above eave vents Eave Ventilation: Eaw Ventilation: Min. 100 cfm @ 0.25" WG (V1AQ Table 3-1) Birdblocking = Birdblocking = 4.71 s.i. I I.f - 25% reduction = 3.53 s.i. I 11 Eaw Ventilation Req'd = 614.4 s.i. / 21 s.i. per I.f. = 86.96 11 Provide : 87 1.1 birdblocking. Ventilation = 307.33 s.i. Min. Ventilation Provided = 307.33 s.i. is greater than 307.2 s.i. Req'd Upper Roof Ventilation: =flow rating @ 0.25" WG T'x7" Attic Roof Jack = T'xT' Attic Roof Jack = 49 s.i. each - 25% screen reduction = 36.75 s.i. each. Upper Ventilation Req'd = 614.4 s.i. / 2 / s.i. of each vent = 8.36 vents Provide: 9 -7"x7" roof jacks. Ventilation = 330.75 s.i. Ventilation Provided = 330.75 s.i. is greater than 30 7.2 s.i. Req'd Use : (minimum) 87 I.f. birdblocking. Ventilation = 307.33 &1. Use : (minimum) 9 -7 "x7" roof jacks, Ventilation = 330.76 si. Total Min. Ventilation Provided = 638.08 si. IS GREATER THAN: 614.4 &1. Req ROOF VENTILATION 2000 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE Standard Truss/ Scissor Truss Roof Framing Assembly: ROOF OVER LIVING 1 DINING Roof Area: 344 s.f. Q PLYWOOD V11 EXT GLUE Ventilation Required. 344 s.f. x 144 s.i.1 s.f. 1300 = 165.12 s.i. Req'd Provide 112 ventilation at eaves, 112 above midpoint & min. 3 ft. above eave vents - f Eave Ventilation: Kitchen Min. 100 cfm @ 0.25" WG (V1AQ Table 3-1) Birdblocking = 4.71 s.i. 111 - 25 reduction = 3.53 s.i. 111 Eave Ventilation Req'd = 165.12 s.i.121 s.i. per 11 = 23.371.1 Provide: 24 11 birdblocking. Ventilation = 84.78 s.i. Min. Ventilation Provided = 84.78 s.i. is greater than 82.56 s.i. Req'd Uppe Roof Ventilation: 3. =flow rating @ 0.25" WG T'x7" Attic Roof Jack = 49 s.i. each - 25% screen reduction = 36.75 s.i. each. Upper Ventilation Req'd = 165.12 s.i. / 2 1 s.i. of each vent = 2.25 vents Provide: 3 -T'x7" roof jacks. Ventilation = 110.25 s.i. Ventilation Provided = 110.25 s.L is greater than 82.56 s.i. Req'd Use : (minimum) 24 I.f. birdblocking. Ventilation = 84.78 &1. Use : (minimum) 3 7'x7" roof jacks, Ventilation = 110.25 &i. Total Min. Ventilation Provided = 195.03 &1. IS GREATER THAN: 165.12 &1. Req'd ROOF VENTILATION 2000 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE Standard Truss I Scissor Truss Roof Framing Assembly: ROOF OVER GARAGE I FAMIL Roof Area : 434 s.f. Q PLYWOOD V11 EXT GLUE Ventilation Required- 434 s.f. x 144 s.i. / s.f. 1300 = 208.32 s.i. Req'd Provide 112 ventilation at eaves, 112 above midpoint & min. 3 ft. above eave vents - f Eave Ventilation: Kitchen Min. 100 cfm @ 0.25" WG (V1AQ Table 3-1) Birdblocking = 4.71 s.i. 111 - 25% reduction = 3.53 s.i. / Lt Eave Ventilation Req'd = 208.32 s.i. 12 / s.i. per I.f. = 29.49 11 Provide: 301.f. birdblocking. Ventilation = 105.98 s.i. Min. Ventilation Provided = 105.98 s.i. is greater than 104.16 s.i. Req'd Upper Roof Ventilation: 3. =flow rating @ 0.25" WG T'x7" Attic Roof Jack = 49 s.i. each - 25% screen reduction = 36.75 s.i. each. Upper Ventilation Req'd = 208.32 s.i. 12 / s.i. of each vent = 2.83 vents Provide: 3 7"x7" roof jacks. Ventilation = 110.25 s.i. Verdilati Provided = 110.25 s.i. is greater than 104.16 s.i. Req'd Use : (minimum) 301.f. birdblocking. Ventilation = 105.98 sa. Use : (minimum) 3 -7 "x7" roof jacks Ventilation = 110.25 si. Total Min. Ventilation Provided = 216.23 &L IS GREATER THAN : 208.32 &1. Req'd VENTILATION SCHEDULE 2000 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE SYMBOL LOCATION MINIMUM FAN REQUIREMENTS Q PLYWOOD V11 EXT GLUE Bath, Powder, Min. 50 cfm @ 0.25" WG (VIAQ Table 3-1) A � PVA PA i - f UA Kitchen Min. 100 cfm @ 0.25" WG (V1AQ Table 3-1) B 1 (Range hood or down draft exhaust fan rated at min. 100 cfm TYPE I NO. at 0.10" WG maybe used for exhaust fan requirement.) j S G.13 Whole House MIN. CFM = 115 MAX CFM = 173 (VINO Table 3-2), C Fan (based on 3,526 sf floor area & 4 bedrooms , ) 40.98 3. =flow rating @ 0.25" WG 1 600 'whole house fans located 4 ft. or less from interior grille to MILGARD VINYL have a sone rating of 1.5 or less measured @ 0.1" WG 5320 117' *whole house fan may be omitted when using OPTION 2. YES 0.35 (only required when using OPTION 1(VIAQ 303.4.1)) vent to outside FAll -�fansto other requirements of 2001 WSEC 12000 VIAQ must be met -0 ir 4 • f a s • GLAZING SCHEDULE PLAN M240OA3F -OD ROOM 9OF VAPOR RETARDER WIND. FLOOR 4 MIL POL FACE STAPLED BACKED BATTS Q PLYWOOD V11 EXT GLUE 'WALL � 4 VIL POLY � FACE STAPLER BACKED BATTS � PVA PA i CEILING G 4111L POLY FACE STAPLED BACKED BATTS PVA PAWIF ED NOT REG! -4RED F bENTRATIGW SPACE AVERAGE :2' ABOVE NSULATM -0 ir 4 • f a s • GLAZING SCHEDULE PLAN M240OA3F -OD ROOM 9OF VEND. WIND. MANUF. FRAME WOW MODEL I AIR GAS II LOE •NAIL AREA UA WINDS. W. H. 1 TYPE TYPE I NO. GAP S G.13 0 11T AIR Ls61 --Ai IL•.� BASEMENT - 4 5 00 5 00 MLGARD VNYL SLIDER 5120 117' AIR YES 0.38 100.00 '•30- BASEMENT 1 6 -00 6 83 MLGARD VNYL. S G.13 5621 11T AIR YES 0.34 40.98 3. BASEMENT 1 600 100 MILGARD VINYL I'K:IURE 5320 117' AIR YES 0.35 6.00 2.1 FOYER 1 1.50 5 00 MLGARD VINYL PICTURE 5320 1/2' AIR YES 0.35 7.50 2. FOYER 1 4.00 2 50 MLGARD VINYL PICTURE 5320 1IT AIR YES 0.35 10.00 3. LIVING 2 300 6 00 MLGARD VINYL S.HUNG 5220 11T AIR YES 0.39 36.00 14 LIVING 3• 200 2 00 MILGARD VINYL PICTURE 5320 117' AIR YES 0.35 12.00 4. DINING 2 3.00 6 00 MILGARD VL NY S.HUNG 5220 1/2' AIR YES 0.39 36.00 14.04 KITCI IEN 1 4 -00 3 50 MILGARD VINYL SLIDER 5120 117' AIR YES 0.38 14.00 5.3 NOOK 1 6.00 683 MLGARD VINYL S.G.D 5621 112" AIR YES Q34 40.98 13.93 FAMILY 2 500 5 00 MLGARD VINYL SLIDER 5120 1/T AIR YES 0.38 50.00 19. DEN 2 3 -00 500 MILGARD VINYL S.H,11NG 5220 112" AIR YES 0.39 30.00 11.7 BEDRM 2 3 3 - 00 5 00 MLGARD VNYL S.HUNG 5220 1/2' AIR YES 0.39 45.00 17. MSTR BEDRM 1 8 -00 400 MILCARD VNYL SLIDER 5120 11T AIR YES 0.38 32.00 121 MSTR BATH 2 5.00 350 MLGARD VINYL PICTURE 5320 1/T AIR YES 0.35 35.00 12. MSTR BATH 1 200 3 50 MILGARD I VINYL I S.HUNG 5220 112" AIR YES 0.39 7.00 2.7 BEDRM 3 11 500 3 -50 MLGARD VNYL SLIDER 5120 112" AIR YES 0.38 17.50 6. BONUS 2 3.00 5 00 MILGARD JVINYL I S.HUNG 1 5220 112 JAR IYES 10.39 1 30.001 11.7 WND TOTAL: 402.98 DOORS WITH MORE THAN 50% GLASS DOORS WITH MORE THAN 60%GLASS- TOTAL: AVG. U -VALUE (VBtTICAL GLASS}: 0.38 SKYLIGHTS AND SKYWALLS MSTR BATH 1 11 200 4 -00 MILGARD JVINYL ISKYLIGHTI 78013f4 UNLIMITED IAIR INO 1 0- 8.00 4. STAIRWAY 1 11 400 400 MLGARD JVf4YL ISKYLIGHT1 78013f4' R30 JAIR INO 1 0-541 16.001 8. BATH 2 DUCTS IN UNHEATED SPACES 2001 200 MLGARD JVINYL SKYLIGHT I 780 314" JAIR INCI 1 0541 4.001 2.1 SKYLIGHT TOTAL: 28.00 16.12 AVG. U-VALUE (OVERHEAD GLASS): 0.54 AREA UA 430. 166. TOTAL 1 TOTAL 2 430.88 S.F. = 12 -2296 3526.00 S.F. QCC GA I IA 1 I \IAt . r GLAZIAG % = TOTAL 1 = HEATED AREA AVG. U•VALUE = UA TOTAL (TOT. 2) _ AREA TOTAL (TOT. 1) (1) U•VALUES ARE NFRC CERTIFIED OR OBTA14ED FROM WSEC TABLE 105A, B. C, D OR E 2001 WASHINGTON STATE ENERGY CODE CHECKLIST CHAPTER 6 PRESCRIPTIVE PROPOSED INSULATION OPTION NUMBER N CEILINGS R38 MAX GLAZNG PERCENTAGE ALLOWED UNLIMITED VAULTED CELNGS R30 PROPOSED PERCENTAGE GLAZING 1222% ABOVE GRADE WALLS R-21 MAX VERTICAL U- VAw:JE ALLOWED 0.40 BELOW GRADE WALLS (INTERIOR) R 21 PROPOSED VERTICAL U -VALUE 038 FLOORS OVER UNHEATED SPACES R30 MAX OVERHEAD U -V:uUE ALLOWED 0.58 SLAB PERIMETER R -10 PROPOSED OVERHEAD U-YALUE 0.54 DUCTS IN UNHEATED SPACES R-8 MAX DOOR U -VALUE ALLOWED 0.20 1 PROPOSED DOOR U VALUE 1 0.20 2001 RESIDENTIAL WSEC CHAPTER 6: HEATING SYSTEMS SIZING P RWRIPTNE HEATING SYSTEM SO413. J , Lk TRIC ISTANCE (BASEBOARD / UNIT HEATERS1 O SQUARE FOOTAGE X.005882 = 20.74 MAXIMUM KW OUTPUT THER FUELS: D SQUARE FOOTAGE X20 = 70520 MAXIMUM BTU OUTPUT (P ,'�= • - • i, , l ''t. i : •. W HSLE {MOUSE VENTILATION USING THE PRESCRIPTIVE METHOD . • • • ;. op 6N 1. WHOLE HOUSE VENTILATION USING EXHAUST FANS (VIAQ 303.4.1) MN CFM EXHAUST FAN FLOW RATING PER VIAQ TABLE 3-2 ' NOTE THIS IS THE ONLY OPTION THAT REQUIRES A WHOLE HOUSE FAN. OPTION 2 WHOLE HOUSE VENTILATION INTEGRATED WITH A FORCED AR HEATING SYSTEM (VIAQ 303 4.i 8 NCH SH2!OOTH OR 10 INCH FLEXIBLE OUTDOOR AN INLET DUCT PER VIAQ TABLE 35 = MOTCR12ED DAMPER 0 MAULAL DAMPER MEET94G VIAQ TABLE 3-2 FLOW RATES 115 CFM = AUTOMATIC FLOW - REGULATED DEVICE OPTION 3- WHOLE HOUSE VENTILATION USING A SU:'KY FAN (VIAQ 303.4.3) 94CHi SMOOTH OR NCH FLEXIBLE OUTDOOR AIR INLET DUCT PER VIAQ TABLE 35 BACK -DRAFT CALIPER SELECTIOU CALIBRATED MANUAL VOLULIE DAMPER L_J MANUAL VOLUME DAMPER 0 AUTOMATIC Fww- REGuLATNG cEvICE OPTION 4. 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THE PROPERTY OF FI TOLL FREE: 1-888-272-4100 WWW.ARCHITECTSNW,COM ARCHITECTS NORTHWEST, INC. 06/10/04 i n a 0 0 Re 0 O► to r a r •� X; o s In y N n z x s N 11 0 s b %1- a � o x � o� ° .a " ; 4 •i N � � � "' 8 ;TI X •ti .0 L ■ r ■ � N 1 ui _ •q u{ r Co I TAL &RO 1... A RCHITECTS N ORTHWEST 1 8915.142ND AVENUE NE SUITE 100 WOODINVILLE. WA 98072 OFFICE (4ZS) 4SS•49OG FAX: (42S) 4$7$5$$ TOII FREE: 1- 272.41 WWW.AR HIT T NW M tii- �� C EC S .C� N ORTHWEST INC. E BUILT TO CONSTRU FOR EACH STRUCTURE BUILT FROM THESE PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS VARIATIONS THEREOF "THOUT WRITTEN PERMISSI FROM ARCHITECTS NORTHWEST. INC. IS STRI PROHIBITED. THESE DRAWINGS CTLY WINGS ANO PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE. AND SHALL REMAIN. THE PROPER F ARCHITECTS NORTHWEST INC. TY O rn _. �_ M :240 0A5F fIIfI fIIIf 0 rwo > 5 n x x x Kj Kj K Tip z �- 4 v �t� 12" O.H. D.S.I z� a Dfo z� $ r� 70 . Me 8' -11" ADV. MAIN FLOOR �O z' Q 7� CA O w �� } } ui _ •q u{ r Co I TAL &RO 1... A RCHITECTS N ORTHWEST 1 8915.142ND AVENUE NE SUITE 100 WOODINVILLE. WA 98072 OFFICE (4ZS) 4SS•49OG FAX: (42S) 4$7$5$$ TOII FREE: 1- 272.41 WWW.AR HIT T NW M tii- �� C EC S .C� N ORTHWEST INC. E BUILT TO CONSTRU FOR EACH STRUCTURE BUILT FROM THESE PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS VARIATIONS THEREOF "THOUT WRITTEN PERMISSI FROM ARCHITECTS NORTHWEST. INC. IS STRI PROHIBITED. THESE DRAWINGS CTLY WINGS ANO PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE. AND SHALL REMAIN. THE PROPER F ARCHITECTS NORTHWEST INC. TY O 415TERE0 RC ITE T A � 06/!0/04 _. �_ M :240 0A5F fIIfI fIIIf 0 rwo > 5 -qq4 I (8) D Kj Kj K Tip -qq4 I • • 4' -O" .a. I Q _j d i I L 61_011 5°3 PICTURE NV SAP, 6LA; � C rn r O O �a r p z 61_/11 2 SKYL 16HT ,W/ LAM. &LASS 14 ' - PI-b 1_611 12'-0 PP4 05L. SLIDER x s I N PI-b 16 L.F. r-w r I I w �N_ / • bgl Le I 3° BI -FOLD T - 0 I � U3 I Q m I � M ; I � N L_- ---- -- - - - -_, 51/2 L -- _ .r. - w ,� _ V S°5° S.H. 3 4 i s} o 'I., — } . j;l a m O� AYMENT NO RTHWCST� NC. CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE PLANS. THE PLANS ARE COPYRIGHTED IN ACCORDANCE FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF E ESE PLANS VARIATIONS THEREOF WITHOUT WRITTEN PERMlS a FROM ARCHITECTS NORTHWEST, INC. IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS SLEET M INSTRUMENTS OF S Y OF ARE AND SHALL REMAIN, THE PROPERTY OF ARCHITECTS NORTHWEST INC. �� TECT i .-Ige- ERED A /10/04 D • 5 1/2 TYP. R., - __ - th __ ,`N77 `NII N $ "$j 'NI1 N � ip( � c c �n �RNlR � ��C A: 0 px�n p = s, m F r 710 'I., — } . j;l ; �LL 6R OUP > AYMENT NO RTHWCST� NC. CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE PLANS. THE PLANS ARE COPYRIGHTED IN ACCORDANCE FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF E ESE PLANS VARIATIONS THEREOF WITHOUT WRITTEN PERMlS a FROM ARCHITECTS NORTHWEST, INC. IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS SLEET M INSTRUMENTS OF S Y OF ARE AND SHALL REMAIN, THE PROPERTY OF ARCHITECTS NORTHWEST INC. �� TECT i .-Ige- ERED A /10/04 • 5 1/2 TYP. ,`N77 `NII N N 'NI1 N � z r O O xl r D z Q D O w y v y A t l I�1_�11 IDI�� r r 11'�n C7 61_011 12' -0' N 4x12 D.F. 0 MIRRORED] �i BI -PASS of I w D C� x p X� ;� % =D N � � rnrn X I\ ��I Ip n W 1 , I," Icn b 4W C7 f �.__� ti J. 41_0 ,r4 U 1.40-011 ,. \ 61/111 1 C 1_011 !g �y III O KP 'I., — } . j;l } I•I �LL 6R OUP A R H C I T E C T S N a R T H W E S T 18915.142ND AVENUE NE SUITE 100 WOODINVILLE� WA 98072 OFFICE (425) 48 5.4900 FAX: (425) 487.6585 TOLL FREE: 1.888. 272.4100 WWW.ARCHITECTSNW.COM AYMENT NO RTHWCST� NC. CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESE PLANS. THE PLANS ARE COPYRIGHTED IN ACCORDANCE FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF E ESE PLANS VARIATIONS THEREOF WITHOUT WRITTEN PERMlS a FROM ARCHITECTS NORTHWEST, INC. IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS SLEET M INSTRUMENTS OF S Y OF ARE AND SHALL REMAIN, THE PROPERTY OF ARCHITECTS NORTHWEST INC. �� TECT i .-Ige- ERED A /10/04 C7 61_011 12' -0' N 4x12 D.F. 0 MIRRORED] �i BI -PASS of I w D C� x p X� ;� % =D N � � rnrn X I\ ��I Ip n W 1 , I," Icn b 4W C7 f �.__� ti J. 41_0 ,r4 U 1.40-011 ,. \ 61/111 1 C 1_011 � D f, y 3 �1 -wll d \ F01;: 0� o � � h1 r I� 2 1_d11 Ql ITT .7 ON o a � Ig I V O r --- S.H. �. T 61 -0 11 C� b 90 "x60" ng /SHWR. a f I I I I — J � N r A � I rl � N o) < �I 4'-°11 I I I � I � a � I I� �f ® OO 611 1_011 �1 -wll d Cp 0� o � � h1 • 5 1/2 TYP. 1 S.H. 5 S.H. 5 S.H 3 J _ x 16' 2 1_611 p 61_011 4 1_011 I• Plc'. V• D ® rl r-I r-I LJ LJ 61_011 QI_011 5 1 - 0 11 121-0" 61 -011 12 ' - 0 " L 41-0" L 121 -011 r I SCALE: I /4' = I'-0' 4b 4 FRONT ELE\VATION ELEVATION NOTE5: VERIFY SHEAR WALL NAILIN6 4 HOLDOYM PER PLAN 4 SC WUL.E PROM TO IN'_'TALLING SIDING. 2. MASONRY d WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER U.B.G. 3102. S. CAULK ALL EXTERIOR -:J[W. S 4 PENETRATIONS. 4. PROVIDE WEATHER STR WINCv E FLASHING AT ALL DOORS i WINDOWS PER UB.G. 14022. F I 6x12 BEAM W/ 2x6 BRACKET 4 0 4 0 SKYLIGHT W/ LAM. GLASS C _� ® FRONT 4x4 PICKETS ®!2' - - - - _� t ED ! 4 } l j � Cp: ;E C: i�i Ali 1C= p�C i 3 244 ON LWIThEIGHT STONE VENEER. (COB6LEFIELD) REAR ELEVATION D O'T -ZOO 9 • IV 01- o N � (� Ir vo4 I ft V! li roti o U �_s� s.. A.g W I <o�Z? W� - & �Z`L T i ti 0 0 -8�� N t� b►F � 2 I- ec5s xZZC3 W OCJ� ' � M OM §. -izfA IJIL 2y W 0 :01x woo (Lzw 73* Q RI�« U 0 3 V �N LjJ 3 6 W �: u;A� Ps zN� F— T o v � �L. O R 3� 8 8 V 0 N �N Q C Z �� r Z tu w� W Z tL QOM O z ~ N C r 1 V IL OL 0 OCS AED B7 DATE AJ*l m 1! =cvso B!': DAM- ATB 6/04/ u-cq c sr: DJ►•s: AVM 10130/4 u=qAL A8%tA18M v.2400A� -0!✓8 ANN Joe +LUe¢.x 040415 i P RIGHT EL EVATION �---- - - - - -� 5. PROVIDE GALVANIZED OR ANODIZED SHEET METAL FLASHING t INS O AL1 ROOF PENETRATIONS, CHIMNEYS r I 4 ° 4 0 SKYLIGHT W/ LAM. GLASS 5HEAR IIALL SCHEDULE (SEE 199 UBG TABLE 23- II -1 -I, t 23- II -1 -2) PI-6 V s 198 PLP 1/2' PLYWOOD OR OSB. EQUAL, W/ 8d (6UW NAILS o 6' O.C. i < m ANGHORASE, Ibd NAILS 0 5" O,G. TO Ym FRMG, OR 518' AB. O 48' O.G. TO GONG. PI-4 V = 904 PLF 1/2' PLYWOOD OR OSB. EQUAL, W/ 8d (610 NAILS 0 4' O.C. 9D OC OP D103 9 ' r-Am I Note *6 ANGHORA4E: 16d NAILS 0 4' O.G. TO RD FRMG, OR 5/8' AB. O 96 O.G. TO GONG. PI 9A V = 344 PLF 1/2' PLYhI00D OR 0.5B. EQUAL, W/ 8d (6" NAILS 0 3' Ojo. UWa Z 3c Note *6 AWHORAc 16d NAILS O 9' O.G. TO WD FR 49, OR 5/8' AB. O SO" O.G. TO GONG. T Z � ft l ii USE 2' NOM SILLS AND STUD' o PANEL ED&ES SINGE < 950 PLF LOAD. PI -3b V a 989 PLF I/2' PLYWOOD OR O SB. EQUAL, W/ 8d (ON NAILS 0 9' O.G. • - • - OVER T Note *" 1 ANCHORAGE, 918"x5' LAG, SM545 0 12' O.G. TO W000 FRMG VV 1/4' PILOT HOLE, i /.f OR 5/8' AB. 0 90' O.C. TO GONG. USE MIN. 3' NOM. MUD SILLS, SOLE PLATES AND STUDS 0 ADJOINING PANEL EDGES. PI -2 V a 516 PLF 1/2 PLYWOOD OR O SB. EQUAL., W/ 8d (6UIW NAILS O 2' O.G. v Note *1 ANCHORAGE, 3/8'x5' LAS SCREWS O 9' O.G. TO VI00D FRMG YV V4' PILOT HOLE, OR 5/8' AB. o 30' O.G. TO GONG. ,� •f •.. •. USE MIN. 3' NOM. MUD SILLS, SOLE PLATES AND STUD' O ADJOINING PANEL EDGES. P2-4 V - 608 PLF 1/2' PLYWOOD OR O .SB. EQUAL., (2 SIDES), W/ 8d (6UW NAILS o 4' O.G. —J 0 Note *8 AWA40RA6Et 9/855' LAG SCREWS O 8' O.G. TO WOOD FRM6 W/ V4' PILOT HOLE, 46 . OR 5/8' AB. o 90 O.C. TO GONG. USE MIN. 3' NOM. MUD SILLS, SOLE PLATES AND STUDS o ADJOINING PANEL EDGES. P2-3 V s T78 PLF 1/2' PLYWOOD OR OSB. EQUAL, (2 SIDES), W/ 8d (6UW NAILS O S' O.G. Note *8 ANG40RA6E, 918')c5' LAG SCREWS o T' O.G. TO 4x WD FRM6 W/ 1/4' PILOT HOLE, OR 518' A.B. o 12' O.G. TO GONG. USE MIN. 3' NOM. MUD SILLS, SOLE PLATES AND STUDS o ADJOINING PANEL. E06E.S. I. THE SHEAR VALUES IN THIS TABLE ARE BASED UPON THE USE OF 8d, PNEUMATICALLY DRIVEN NAILS WITH A MINIMUM SHAWL DIAMETER OF 0.113'; INTO HEM -FIR GRADE STUDS. 2. NAIL SPACING 15 FOR ALL PANEL EDGES. BLOCK ALL PANEL EDGES. 3. SPACING OF NAILS ALONG INTERMEDIATE FRAMING MEMBERS 15 12' O.G. 4. SHEATHING TO BE ABA RATED. EXPUEX0 OR G- G 1G- Df5TRUGT II PLYWOOD. 5. AT DOUBLE SIDED SHEAR WALLS, OFFSET SHEATHING JOINT BY ONE BAY MIN. ALSO PROVIDE 4x BLOCKING BENEATH SILL PLATE, WITH NAILS STAGGERED. 6. USE A55 CLIP 0 24" O.G. AT DBL JST TO TOP PLATE YO RE NO GONTRNJOUS VERTICAL SHEATHING DIAPHRAGM OGCURSS. ?. USE A95 CLIP 0 16' O.G. AT DBL JST TO TOP PLATE JlHERE NO GONTINIOUr' VERTICAL SHEATHIN& DIAPHRAGM CGOJRS. 8. USE A35 GLIP 0 12' O.G. AT DBL JST TO TOP PLATE YfERE NO CONTINUOUS VERTICAL SHEATHING DIAPHRA6M OGGUR5. set e�. �aekac, �a �,,Id dun rubu,N2w,cwls 2x6 FURRING 0 16' O.C, W/ R- 21IN5UL. PER PLAN SA5EMENT 2x6 STUDS 16' O.G. W/ R -21 INSULATION MIR 2'-O' R -10 RIGID INSULATION BUILDING SE CTION 'A' SCALE: 1/4' = 1'-0' MANUFACTURED PER PLAN LINE OF ROOF — 2x6 57W 16 O.G. VV R 21 INSULATION TYP. UxO. i 4°4° SKYLIGHT W/ LAM. GLASS CO 1..� /r.,�• �.•.. . ter 1i /I f ° jl!"e� f DEC: 13 7004 1 i �itJ j 1�ilff�slZ�I r •� li, • a �• in - • i{ nj 1 !►'►'i�i'i'� !►'•'►' ►'►'�;! ►'►'►'•'•'� : !i'►'►L'•'i !iL'►'i'►'i !►'iL'i'►'�: !i'►'►'•'i'�: !i'►'i�i'►'1: t►'d ►'►' :!►1'i'►'►'� �'►'i'i'►'� !►'►'►'►'i'I ai'iL'►�i'� T►'i'►'►�: `� t' ►'►' ►' ►' i j t►�i� ►'i' : ►..►�►�1: !�'►' ►'• ° i 1 !aka r�►'s� !►R►'►'►'?!r'►�i'i�i i Will At M - - L:: �� ►2 , ►�� 0 ►' ►�� , ► , E M ►� ► �� ►11 . E 2 ►� - .. , , ■ � V ■ , 4f CO.vc. aAM 6 WiL (E LACK) VB. OVER 4f FAQ FILL SLOPE 4' TO OJ-L DOORS BUILDIN SECTION 'B' SCALE: 1/4' = 1' -0' • ar ' 2' -0` R-i0 RWAP 0 l N U G # 0 i < m W U1��2 7 Z N �V��S j ~ pR Q IY2�� 00W85 : 4 9 �Z�a 5 Z2 — �_Z<3 3 p 000 mCmh %3a=,F- F - �i F N0f. �N Z Z w7w-- -90- m-� 9D OC OP D103 9 ' r-Am I p f o �Nz 22 Q � Z n V i >0EO-4 2 UWa Z 3c 151b FELT OVER r 0 zNQ T Z � ft l ii • oc 0 0) a I i� Q z 0 W WLLG- < • - • - OVER T o. ao ,- i /.f w to v ,� •f •.. •. _ .. • - —J 0 46 . ►ffff•fff•.••f ••••rr►• ►c►'• , ►•••►►•►Y►•••1 �ff•.•�fl : • •f•••ffffff•f•.•ffl;�;lif•..f.f ffflf•••fLff••f•fffgo" 0 !-, rr�►•►•►•►• rrr►• r►•►••• r•►'►'•'•►••••.•. •••�•'r•.•.•••••►•••••••••'� - - - o— < OL OESO" BY: V AIL ANN ep-Am or DAtE If /2/f°.q REVS£D a-: DAT ATS 6/04/ EA�11E Sr. GATE: Ali ro/�o/Q LA t.?& .;cs wax M2400ASF -OM 040413 FINISH PER ELEVATION EVRM OVER 151b FELT OVER W K-jI INSlULATION 'l r T 4 6 PLY104000 it 0 C-OVID FORCH "r 9/4 0 0VER FLooR jorl SUBFLOOR KITCHEN -�+ VIALLS . - ••r • a 2xIO FLOORJO IV 50 I NS IULATION - •�- 2x6 FURRING 0 16' O.C, W/ R- 21IN5UL. PER PLAN SA5EMENT 2x6 STUDS 16' O.G. W/ R -21 INSULATION MIR 2'-O' R -10 RIGID INSULATION BUILDING SE CTION 'A' SCALE: 1/4' = 1'-0' MANUFACTURED PER PLAN LINE OF ROOF — 2x6 57W 16 O.G. VV R 21 INSULATION TYP. UxO. i 4°4° SKYLIGHT W/ LAM. GLASS CO 1..� /r.,�• �.•.. . ter 1i /I f ° jl!"e� f DEC: 13 7004 1 i �itJ j 1�ilff�slZ�I r •� li, • a �• in - • i{ nj 1 !►'►'i�i'i'� !►'•'►' ►'►'�;! ►'►'►'•'•'� : !i'►'►L'•'i !iL'►'i'►'i !►'iL'i'►'�: !i'►'►'•'i'�: !i'►'i�i'►'1: t►'d ►'►' :!►1'i'►'►'� �'►'i'i'►'� !►'►'►'►'i'I ai'iL'►�i'� T►'i'►'►�: `� t' ►'►' ►' ►' i j t►�i� ►'i' : ►..►�►�1: !�'►' ►'• ° i 1 !aka r�►'s� !►R►'►'►'?!r'►�i'i�i i Will At M - - L:: �� ►2 , ►�� 0 ►' ►�� , ► , E M ►� ► �� ►11 . E 2 ►� - .. , , ■ � V ■ , 4f CO.vc. aAM 6 WiL (E LACK) VB. OVER 4f FAQ FILL SLOPE 4' TO OJ-L DOORS BUILDIN SECTION 'B' SCALE: 1/4' = 1' -0' • ar ' 2' -0` R-i0 RWAP 0 i i 1 D u �lovZVb • • / 0 i %�Wr 04 �~ 0 l N U G # 0 i < m i i 1 D u �lovZVb • • / 0 i %�Wr 04 �~ 0 N U G # 0 < m W U1��2 7 Z N �V��S j ~ pR Q IY2�� 00W85 : 4 9 �Z�a 5 Z2 — �_Z<3 3 p 000 mCmh %3a=,F- F - �i F N0f. �N Z Z F 9D OC OP D103 9 ' r-Am I p f o �Nz 22 Q � Z n V i >0EO-4 2 UWa Z 3c LW x J � _ 0 zNQ T Z � ft l V ogs oc 0 0) a I i� Q z 0 W WLLG- < p P z N o. ao ,- cn i v OL —J 0 v o— < OL OESO" BY: V AIL ANN ep-Am or DAtE If /2/f°.q REVS£D a-: DAT ATS 6/04/ EA�11E Sr. GATE: Ali ro/�o/Q LA t.?& .;cs wax M2400ASF -OM 040413 f ` 3/4' T_ t 6_ PLYY'i00D OVER 2x10 FLOOR JOIStS Af R-30 1NSUILATIOW . . W- a &ARA 2r- N STANDARD CONSTRUCTION NOTES Prior to starting construction, contact ONE -CALL (1- 800.424 -5555) for utility locations_ CONTACTS Project Manager: Design Engineer: Owner: Other: L�A2�1 I,JI I .L IA - 1-0[o - S•l 1- Co 19 ER QQG12 E E 4Z5 - Provide Name and Contact Number Provide Name and Contact Number GENERAL 1. At least one week before beginning construction, contact Public Works Utilities Inspector and schedule a preeonstruction meeting. 2. Notify the Utilities Inspector at 206- 433 -0179 at least 48 hours (2 working days) before starting project site work. 3. Request a Public Works utility inspection at least 24 hours ( 1 working day) in advance by calling 206 - 433 -0179. 4. The Contractor assumes sole responsibility for worker safety, and damage to strictures and improvements resulting from construction operations. 5. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Development Guidelines and Design and Constriction Standards available at the job site. 6. All work shall conform to these approved drawings. Any changes from the approved plans require pre- approval from the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, unless otherwise approved by the Public Works Director. 8. Contractor shall maintain a current set of record drawings on-site- 9. Contractor shall provide record drawings prior to project final approval. 10_ Contractor shall provide traffic control and street maintenance plan for Public Works approval before implementation. 11. All surveying for public facilities shall be done under the direction of a Washington licensed land surveyor. Vertical datum shall be NAVD 1988. For projects within a flood control zone, the Permittee shall provide conversion calculations to NGVD 1929. Horizontal datum shall be State Plane Coordinates. 12. The Contractor shall replace, or rek)cate all signs damaged or removed due to construction. GRADING AND EROSION CONTROL NOTES 1. The erosion prevention and sediment control (ESC) measures on the approved plans are minimum requirements. 2. Before beginning any construction activities, establish the clearing limits and install , construction entrance. 3. Before any ground disturbance occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed and in operation. Install and maintain all ESC measures according to the ESC plan. 4. ESC measures, including all perimeter controls, shall remain in place until final site construction is completed and permanent stabilization is established. S. From May 1 through September 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for seven days or more. _ 6. From October i through April 30, provide temporaryyand peripanent measures to protect disturbed areas that will remain unworked for two days or more. In addition to cover measures. the Contractor shall: • Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours. • Stockpile, on site, enough cover materials to cover all disturbed areas. 7. By October 8; seed all areas that will remain unworked during the wet season (October 1 through April 30). Mulch all seeded areas. UTILITY NOTES 1. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches. All trench safety systems shall meet WISHA requirements. 2. Place power, cable, fiber optics, and telephone lines s in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes, catch basins, and valves in public rights -of -way or easements after asphalt paving. WORK IN RIGHT - OF - WAY 1. When activity is unattended, install a sign with minimum two -inch letters stating Permittee or company name, and day and evening phone numbers. T%AC 11.08 2. install barricades, signs, warning lights, and safety devices sufficient to notify public of obstruction or traffic hazard. L-)evices must remain until the obstruction is cleared and the right -of -way is restored TMC 11A8.170A 3. Maintain access to fire stations. fire hydrants, fire escapes, and fire fighting equipment. TIIIc 11.08.180 4. Maintain access to property adjoining excavation or site work. 5. Preserve and protect all property adjoining excavation or site work. 6. Restore disturbance to private and public property. TM 11- 08220.0 7. Disturbance of survey monuments and markers requires the Director's preapproval. A licensed surveyor shall replace disturbed monuments and markers_ 8. Comply with all state and city laws and procedures to protect public from air, water and noise pollution. TuC 11.08.210 9. Install temporary sidewalk or curb ramp if permanent is blocked. TUC 1 1_C8.220 10. Cover open excavation with non -skid steel plates ramped to elevation of contiguous right of wry surface. Tmc; -082n 11. Store all stockpile material shall be stored in a safe manner to protect the public. I STORM DRAINAGE NOTES 1. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Constrxtion Standards, and the current King County Surface Water Design Manual, unless otherwise approved. 2. Mark all storm drain inlets with "Dump No Waste" and either "Drains to Streams', "Drains to Wetlands", or "Drains to Groundwater", as applicable. 3. Driveway culverts shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections that match the side slope. 4. Single family residences constructed on lots created by subdivision must provide downspout infiltration shown on the approved plans. 5. Coordinate final stub -out locations with the Utilities Inspector. Provide a wire or other detection device and mark stub -out location with a 5 -foot 2"x4" stake, buried 4 -feet and labeled "storm' or "drain'. S ANITARY SEWER NOTES 1. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, unless otherwise approved. 2. The Contractor shall mark the end of the side sewer, inside the property line, with a 4 foot pressure treated 2 x 4, buried in the ground 4 feet. The buried end shall have a 2 x 4 cleat nailed to it to prevent withdrawal of the stake. The exposed 1 -foot shall be painted traffic yellow and the depth to the side sewer or tee shall be indicated in black paint. 3. Install sanitary sewer lines at least 10 feet horizontally, measured edge to edge, from any existing or proposed water supply and at least 18 inches below the bottom of a water line. WATER SUPPLY NOTES 1. The Contractor shall install corporate stops, water service lines, and meters. The City of Tukwila will install the meters. 2. Pressure test all water mains and appurtenances. 3. Flush and disinfect new, cleaned, or repaired water mains. 4. Install restrained joints at all bends, tees, and other direction changes. 5. All water mains shall have a blow -off assembly at low point and an air vacuum relief valve at high point of main. 6. Install fire hydrant assembly so it stands plumb and so that the lowest outlet is at 18" above the finished grade. The assembly shall have a dear zone around hydrant of at least 3V - - and the pumper port shall face street or fire access. 7. The installer of a fire line backflow prevention device installed outside the building' and underf found, shall have a Level III certificate of competency or a Level U contractol'e certificate of competency. If the installer is different from the ba Ulow prevention designer, the installer must stamp, sign, and date the plans, in addition to the designer's stamp, signature, and date. 8. Install water mains crossing sewer lines so that the bottom of the water main is at least 18 inches above the top of the sewer. Locate full section of water pipe so that its midpoint is above the sewer pipe at the crossing. This installation may require special structural support for the water and sewer pipe. 9. Install water supply lines at least 10 feet horizontally, measured edge to edge, from any existing or proposed sewer and at least 18 inches above the top of a sewer. GEOTECHNICAL NOTE TO DESIGNER: COMPLETE THE FOLLOWING NOTE or DELETE WHEN NOT APPLICABLE: II th archit ructural engineer, reviewed the geotechnical report, titled prepared by G-�NGr0dJ> 05eaf#A)E'5 and dated ?fix PJ4 . I understand the report's recommendations, I explained to the Owner the risks due to slides and I incorporated the recommendations into the design. I established measures to reduce potential risk of injury or damage that might be caused by any earth movement- aredicted in the report. Date A Foundation Wall Vertical Drain A-for Slope to drain (Miradrain 60M or equivalent) 0 0 ° • o ° O ° 0 0 o O O COMPACTED c> 0,JVSF1W !MATERIAL • (IFLM48LE) o o ° C> O 0 O - _ _ - ... - _ - : GE07FJY77L£ .. ..... PWER FABRIC F00T1NG � II�Ii�I�I ( 12Wfi 140N. or equivalent) WALL/F0M.NG DJUTAI Frio Dnifi rg 46W W. Afro» m 4 diameter nlgid slotted (rfadad or perforated PVC pipe with positive gradient to discharge DATUM: WAS BENCHMARK: EXISTING SANITARY SEWER THRU CHANNEL.INVERT AT SANITARY SEWER MANHOLE LOCATED APPROXIMATELY 51 FEET WEST OF EAST PROPERTY LINE AND 21 FEET SOUTH OF SOUTH PROPERTY LINE. ELEVATION = 46.5 LEGAL DE50RIPTION Lon A TAX 0 547680 -OOW THAT PORTION OF BRACT & OF MR ;UCK5 ACRE TRACTS DIVISION NO_ 2. A5 PER PLAT RECORDED IN V VIAW 12 OF PLATS, PAGE 47, IN KR45 COUNTY, MASH INSTON, LYING Ve TERLY OF THE FOLLOMNS DE5GRIBED LINE: BEGIN UN6 AT A POINT ON THE SOUTH LIME OF SAID TRACT 6 V44CH 15 15415 FEET EAST OF THE 50UTWEST GORIER THEREOF AND IRIMIN6 NORTH TO THE NORTH LINE OF SAID TRACT & ALO: i6 A L IM AHICHy IF EXTENDED, MOULD INTERSECT THE NORTH LIM OF TRACT 7 IN SAID PLAT AT A POINT 155D25 FEET EAST OF THE NORTIVEST CORNER OF SAID TRACT 1 AND THE TERM. NUS OF SAID DE5CRiew uNE; EXGEf+T Tie SOUTH 10 FEET OF SAID PORTION OF TRACT 6 C 0 NVEYED TO K NS COUNTY FOR SOUTH ICrM STREET_ NOT TO SCALE plarlc. b ve N-en reviewed by the PuHic %VOT i)el+armcr=.t for :nn`crm..3nce pith current NOT + ii c13T. �* :i. ?1 cc -q tancc i s Stth;Iect to errors and Q Do not replam rigid PVC pipe -Aith &x'ubk mmgaud plastic pipe- ��1 ;: �: h � .1 - r. �t a�:thc :ire t :ol; *.loos of is - �Ca1 Zil 'i l -r :lrdi:'i ^.:C{. The rcrr lntthtllt 2 -) Per fimt+ed er slotiod PVC pipe sboald be tigk joiwed and laid with perforatiorrs , . - • ^ - - T`cr c t n. :' it R { _. it the or S lots dint n _ : :� :_ :.cr. .ta "c c: re• , with positive grub to disdwp- 17�001lry0l�rO�d�6 i :._i3 :E :S� Oi C<"� 75c►� 3.) Do mspow � unto d w fioting drain lies s)VML 4.) BaclM on the cam im of die formdati m slMM be ampctod to 90x° of tbc, it :s ;x t ut by mac�aatrm dry density based on 1<1(o&&A Proctor (AMf D- 1357) - The ...- ,;: to be compacted to 55% of mavmrun dry derby if bacldill is to support siftWalks, : dn ctc. Fill below slab-mWade eo avft floors dmM be :o 95% rrua_ mum ��is •�- "� PAVEMENT RESTORATION 1. Compact bail to compaction of undisturbed ground or compact backfill to meet City standards. 2. Restore pavement to Its original condition immediately following backfilling or when concrete is cured. a. Except for winter or other weather conditions which prevent paving, complete paving, resurfacing, or facility replacement : • On principal arterial, major or collector street within 3 calendar days. • On other streets within 7 calendar days b. For work prevented due to weather: • Provide a temporary patch. • Provide a construction schedule addressing means and methods to minimize traffic disruption and to complete work as quickly as possible. N TE: THE CONTRACTOR SHALT. COMPLY WITH ALL PERTINENT SECTIONS OF THE GEOTECH REPORT. SPECIFICALLY SECTIONS 4.3, 4.6, 4.8, 4.9 AND 4.10 (GEO GROUP NW GEOTECHNICAL ENGINEERING STUDY, PROJECT No. G- 1004 -1, DATED APRIL 23, 2004) CONTACT: Gary Williams 7683 SSE. 27th ST. #E153 Mercer Island, WA. 98040 Tel: 206 - 571 -6197 VIED - t>V_ =- W4 INDEX: SHEET I COVER SHEET SHEET 2 GRADING AND STORM DRAINAGE PLAN l % L- (( 1 SHEET 3 SANITARY SEIVER AND WATER PLAN TYPICAL DRAIN DETAIL PROPOSIM a I= F SMIMFUL M1101 r 41ME ocs:o'sWIMIMaNwAV nrcwna,vr�.tN,� scux t4`'lV iD%TE 4-lm MM WX I CM 'RAC XW-1-a G - Ibai -i I nAT= 3 Group Northwest, Inc. �.az� s�:eers DEL ERICKSON, P.E. l 15020 S.E. 46TH ST. i BELLEVUE, Wei. 98006 TEL: 425 - 747 -5825 SHEET 4 TEMPORARY EROSIONISEDMENTATION CONTROL PLAN COVER SHEET Sir o FOR x PROPOSED SINGLE FAMILY RESIDENCES 4610 & 4606 SOUTH RYAN WAY D04-200 & DQ4 -201 ExWes 1Z. it -04 I - tiATs: - &�o4 l _Sc6 - .,6- 1 A 1 0 q__aoo 0 8 LEGAL DE50RI PTION TAT B, . TAX a 547680 -005 THAT PORTION OF TRACT 7, MERRICKS ACRE T RAGT5 Dm51ON NO. 2, ACCORDING TO THE FLAT THEREOF. RECORDED IN VOLWS 12 OF PLATS, PA6E 47, IN KING COtWTY. WASHINGTON, LYING IMESF OF THE FOLLONNI S DESCRIBED U NE: BE6INNIN6 AT A POINT ON THIS SOUTH LINE OF 5AID TRACT 7 N NICH 15 155A3 FEET EAST OF THE NORTHMST C.ORMZ OF SAID TRACT AND RtJt`NIN& THENCE SOUTHERLY TO A POINT 1549II FEET OF THE SOUTHIM€5T CORNER OF SAID TRJAeT AND THE TERKNUS OF SAID DE5GRI>3ED LINE. CORRECTION LTR# a 6 0 1<o -Lo 4o . S5r o+ . en =).1.-c)rt WO O SE C�3� 102 : Z1 � 'flQ 1d�k1 C�I`IS`r W � � p 5• Q l � g X 110' J _ 44 \ <P e a ry Art WAY 1.5' 1 / IC0 W II9.00' - _ _ - 12" 51�V@R FIR ' - -» .-� � �! 0! W 108.08' " 14" PINE* 24 GWARa- - 4 T 152'- 130' -. L •:^V ' t: ;• '�'+ ii s,.t; " t• :st:ti �.�..• i s. 'r - . ;- Y • . •3 . „ r i1 - •.. 126 / � / 3. � • . .. " Y . ..,i ` : ?c� y... �� .,•. i la$;Zt ; �.':. • r ? . ��: •,. a 4 _ � -< j .'?� _ =y - ._ r _:.- . :�%„ s .,• �,;� f _ s}r .T . :;� :7: 124 - -. al = !'ii T .. : -.. Y r` • :._ te r =.y 1 - -tj _ - _ / 3 ."' C .a•y' •� - :' >.�• v {:s ' t�, c X ! _ :�•:.�.:::`::� - �,i: »z 4r r� is s s �.,f :^' e'er r� � — : - � - '" - _.i :.'% •_ r .. - `�r -ir _ _ • .ear: •,1::'•< t ?: }:: .!'a == s (2)24" MAPLE 12" AI .DER c :i.`, • : - - - '+i` ' < ' 108 S TA o + 11 E -1 1 0 . Q � P.P. V 122`'� � / -••::T� -r - �- ISTt •> ��.• :;.. -,= / � // = . r ; •. � 1Y1 €. _ • � -i 120 - r l � \: a z,� t .� •, ?�-i ; 10'-O" -! -- � � t 4 �Q t I sBi �'. ;� sRce BsB t r �J ��0 EL . 1 1 41. W - , It6' 1EGIAl- L 'j o COTTON 114' it i U 1 0 - / 1 r BAN z up - S_ 112' - — - - - -- -- --- A ft U. / / _ 110 - r �� N Oid39'49" W I19.00' e - �i�i�39'gq' yti' 508.08' r �3 � i � i' • -�' -� - _ -� p'Y as >n � a OP a orya. i$L 4' - c= o. l.arrS�v'� S�uB S= .o% 6.Nmh Sz .o %Wml) 10OLF 4 STUB � S z•z.a% (vtrlj) >r nISTAts �A>� T]i2A>rnl � e LZ C) e m 1_ _1"h. - 03 iSMOU S A_ 1% s r THE CO.WRACTOR SHALL VERWY THE IACATION, SIZE, LID AND INVERT ELEVATIONS OF ALL EXISTING FACILITIES W 107FU AND RYAN WAY TO WHICH WE ARE iiAKLNG CONNECMNS PRIOR TO IN 11TL47MG CONSTRUCTION OR ORDERING MATERIALS. THE ViGINEER SHALL BE ADVISED OF AhY MODIFICATIONS TO THE DESIGN SWWH MY BE REQUIRED. COWACT: Gary Wellhams 7603 SSE. 27th ST. #153 `Iercer Island, WA. 95040 Tel: 206 -571 -6197 / POLE J . ° U ~Wr e r d d _ a oa a (). W >a 4 _.. _ +Z299o. _ 6p �- - p C ' 105 1C�S Wo 1 O0- r _ f GROUND PAVEMENT OR GROUND 5 • o� ,00 4- 1D2xK_vJA1- 9 0 50��'t!1'1 Orr S -�." 5. 10"7M �Y •I �IBI I I W W Wi �IEII .vt I I i X100' 318 O X 3• GALV. EYE 8OLT INLET DRAIN PIPE. WELD 24' GALV. SIZE CHAIN 2009 = um I 010 OUTLET ORAiN PIPE, SIZE W 4& INSTALL TEE ON OUTLET PIPE • 24' 0 CONCRETE 98' " GROUT SEWER PIPE �tC�� -fr o� 1clA� - I�E�.IC.� • 4 atfls'I�� 14 A C SEE . , , • 4• MIN. CONC. CL. a' z t 1 ICI= S";bICIs`i'tOtJ ' ELEVATION . EE Cc" ST�� t75•- 48. S +L : 4) \ 92' 12L� / 1'Gt C7:U_ _ r AP` ONC. LOCPMC.*.1 �sc. �eM 1vt14 c-A&M SS.2 . SG GZ' -�) 81:7 t me co') a2 CDI��IIuLti"C72 �U � . b >:r swrg AS fZ1�t�2aE� - rb t•/il�Ut`�II,! 'Z tA%&J. CaJEQ tWQt PIPE. CIS. vi'VES) IS fr -M I - �,�� "B': #4cr C.&Ow.JC. --4" CIQ: exk 5�Q1at� TS NOTES: 1. FOR USE AS SMALL CATCH BASIN OR DISTRIBUTION BOX. 2. FOR USE IN NON - TRAFFIC AREA ON PRIVATE PROPERTY. 3. SOLID CONCRETE COVER WHEN USED AS A DISTRIBUTION BOX. 4. COMPACT SUBGRADE TO 90% MODIFIED PROCTOR. 5. REFER TO OS -03 2 OF 2 FOR MATERIAL DIMENSION. RM 70 SCAL CATCH BASIN mi C O YARD DRAIN �= OS -03 1 OF 2 Tukwila a. 08.03 • Iva "PO B. SHELTON �Liw r•i ': t}KWILA • •,ELIC'jo - jo Y.S Doi -2o� �i_AWML .1 GRADING AND STORM DRAINAGE DEL ERICKSON, P,E, _ °� ''' - PLAN FOR iso2o S.E. 46TH ST. - Z z PROPOSED SINGLE FAMILY RESIDENCES EWUEVUE, WA. 98006 — TEL: 425- 747 -5825 4610 & 4606 SOUTH RYAN WAY � °�• r� � -• ,; D04 -200 & D0 4 -201 -,►� * M- l- ,phrm : Sepr. Ic OA -Ina R6. 1 I S F11 Ecr 2 f a ■ 15X-At-15 = If ZA3 f ..r TfI .� i � PAv r (ee!:-FT�Acrio 0 - pm 90 L-T 4 t C' TV '!Erm --DIS - A &cs 41Q iiEt SE�lG IIC..� '=eM k- tr'yr� 1 Lr's ' �+�� 4618 ROCKERY ulfaT �LGl ct �'' W WAY �4 g \ +� \ \ry \ry `rye \� � ry 0 1 f > I N Old3q'4cl* H IIq.00 ' __ 12 5 L R FIR 108' -- _ : T�[ OI °3q 4q W 105.06 1 t f / % 14" PINE O = / 24' CE DAR Q- -- _ _ I Imn 1' Hi ,� 102._9 132 \ g 100' x i5' -- tli IE CC�tz> Q ' Q 96.5 __E'1.ANT11�C5 -- - / d� Iq / j M .. - --- - - - ---- - - -� _ #_ _----- - - - - -- - - - - -- �i - -� - OLE e OP P. / r J / .:� �,` %f.•: - ' • . i:- Y ri . �r { :•yam e a.� -:�_ 1{ : •a .: ..! -4'• �:-.Cr -. _ �:•,�y} /I / - Y ? • 't. 's C- �•i �== r - �_F,: ;'a? - •:•ti _ `�'.il.';� •• y;ts i .y :): S��_ .Wi• �.r..�.• e• , � • i�<. , r; . .fir •..w.. �f' �aT' :•�'{:•L5 • ,!;':� +. r - S`' :(f •. .�.f �+.c �j7 •' �,- - r. 1 2 Nb � / � .�.,••4 - _ -:} _�.•�- - t- .��.'� .may �' - Fi +%; "- •�. .:.�' ��" •.- . - >�`'�• Sea .ti J:� `� / / ''t � - s ae%_' � <. <- •.. _ �"5�_y £ � = .c ti - .y,`%0- _ � =� -` � i .'e-� S i' : i i •e.^s.' -- A .1 . � . - _ £' ��- t� . � / - :'} rte. •.•. :J -l:r :- •ti.: -.'- :��.1 �:' �. .:��i r : ry a . �� / s. ? •:�:.�� . `�'ti •: + - c: - �: iS� �t`!.'f. _ %'"�s.t• • v tea•. S, - t,, ; .• _' - . - .tt.� �.+ - r, ►. } .5.' / �r 1 - �. - .?.:. �s� `Yf r•..- -Q1-_ oc• .r _ .. }�. - � `4•�a_ s.y. z - +s -. s' z. aY` �n�� - 't =+ L { �•C 3 t -itif :r' ac ... "'�`• °" x' �t� f•rs- 'c.+i�x3 •'t.'r. ' .r a • Y '� Y f (2) 24m MAPLE ! 12' ALDER 122'' / r .:::r•_,_ `�,,: �- Ig c- �_r;��r::. ° -. mac:N?: •'�i. %' =r = .;: c'` = ! • - _ pp 120'- / riA k j .f!r +'r - ;/ �� s x :: f ~ ) j 1 j• {YYy. 1 - ..- r J.�'•. I IO - V ` � 'i i v �te� r-f• I I 1f. -- 10'-0• / _ � ,, � =,�.. :; :_ � R io, % l 1 !2. AC-0- I!b / E.L. 7 L4),oNU Iii f, V 0 '_1.�7" tO g�O �� J inul w 106! y GOTTOI � 114. _ � i if z i -i'� / JU LOT B =-�s 110, Z' I Iq.00' - - -' - N 3�I'4 R' W SSE SEWER �OI Agmg MCNA bAc-IC cr V j" To ul A- FA U orm L4 SANITARY SIDE SEWER • � City O CLEAN -OUT o r , Q Tiikwila �� 8.03 SS -03 o° 1100 ° REVISION •1: 0 8. SHELTON r ; _ / _ 2- o.AMV C •1;' - ! = f cr 4 te ` Q t-, _ - =� If �/ ;' �� D EL •. / / i / �.1 A SUSGRAOE ELEVATI lob- oIj in m � 1,011 `Dry 1,00 4 z 4 c_syu8 oqo C M ?r- .ES9 . o Q J 4o Ll Ca C - j & 1 1 ELF Q'DL1tXjt t F" �c '"D me 92 Q 1A u:' (o SS n 94 TEL' ` POLE q2 r IA +---p.1�t�1�.C�y .lA'T"1o1� 40 P� EX . S S _ T : a CtColl EAr3� In (DA. CONC.) M PLUG (D.L. CONC.) (CPEP, CMP, PVC) EXISTING STRUCTMAL SECTION PROVIDE NEAT. STRAIGHT LINE VWIERE 1 4' WL OR MATCH EXISTING. wM*IEVER IS GREA:,-R. IMATCHNG OUSTING PAVOIENT. COMPACTED THICKNESS ASPHALT CONCRETE PAWDAENT - TACK AND SEAL EDGES CLASS g BACKFILL / 24" PAN. - ILL DEPTH FOR wATE4 LIN ♦ a PIPE BEDDING PER ° ° ♦ fi WFSDOT 94016 + i SS%COMPACTION I ♦ ° ♦ a a • l�E�3T�IG0►T1 Alf a �..� i + is l i I . ...-f i s.. 1 P� C N Sm - or= - - A 4 �" w 111 a a I 40 IL # I! I�IR 8��1�I I I��8�lI� It E ll ; r � ••� 1 i 1 . .-f i i u . I 1 ;• i t ; r - 1lr tli�i- rte,5 1 II�II�lI�1'IL I Ik�IF 1FJIk71Ql MINI• - �'`.:°..� ��_ �_ r 1Ejr- 91�1Ic�IIJ1 !l�IE�IE311�1 _ 1� C a +91)� e.7P1•�1LL err.,.- . 1�,.- , er�i�- s5xs -D.•t3 iZ:r 301 Z I sm m_ a vt c: TEE NOTES: 2V JAN USLIC %MORKS 2r Wt 1. IN PAVED AREAS AND RIGHTS-OF -WAY, BACKFILL %'PITH U4' MINUS CRUSHED ROCK T OP _E acA • Q36 NOTES: _ COURSE, COMPACTED IY MAXI16"JM 6' LIFTS. TO 90 % MODIFIED PROCTOR PER ASTM 0-1557. 1. IN PAVED AREAS AND RIGHTS 8ACKFPLL WITH Y - IM.-NUS CRUSHED ROCK TOO 2. IN UNPAVED AREAS BACKFILL WITH NATIVE MATERIALS OR GRAVEL AND CCWPACT 1.4 22 LF COURSE_ COMPACTED IN MAXIMUM 6 LIFTS. TO 90 % MODIFIED PROCTOR PER ASTM MAXIMUlu 12 - LIFTS TO 90 % PER ASTM D -1557_ 0 -1557. ~ z o s �� . JE BACKFILL MATERIAL AT UNPAVEo ajW_AS SHALL NOT H k E PARTICLE SZE S= L� -�� 2. IN UNPAVED AREAS BACKFILL WITH NATIVE MATERIALS OR GRAVEL AND (`r0!4,1PACT IN 3. NAT MAXIMI„'M 1 2' UFTS TO 9 PER ASTNI Q-1 557. GREATER THAN 1' `NITHIN 6" OF THE PIPE EXTERIOR- 3- NATIVE BACKFILL MATERIAL AT I,'wAvED AREAL SHALL NOT HAVE PARTICLE SIZE 4 . COMPACT PIPE V CRUSHED ROCK BEDDING TO 90 MODFFED PROC OR PER „S i I GREATER THAN 1' WITHIN 6' OF THE PIPE EXTERIM D -1357- •o 4. COMPACT PIPE 1* CRUSHED ROCK BECOM, TO q01, MODIFED PROCTOR PER AST!! 5 WRAP FITTING IN PLASTIC BEFORE USING CO►�IT40lLEO DENSITY =ILL (C,^, =}. : T O u Y D -1557. ' THE COitl MC1'OR SHALL VEREFY THE LO('.ATION, SUE, LIED A" %0_- T0- SCALE 0-•L. , TRENCH TRENCH sEOC INYERT ELEVATIONS OF ALL EX�G FACILMES Di IWM AND RYAN �sc E o ' Clty Of WAY TO WHICH WE ARE H.'►KLtif: COrYEC!'H��iS PRIOR TO ISTi;.1'iL�iG C it y Of BEDDING AND BACKRLL �. : vmu 0.S•14B ER4YG MATE7tiALS� THE >eNGi�ll�ER SHALL BE i�; COVSrRMMON OR ORD . ] OS-14A �•. .� Tukwila ° fP.�. *I .� Tukwila ' aIEIfoo ST: 0&03 t B. SHELTON f!!o>s 1 >RV�aa��: 08.0 ADVISED OF ANY HODiFiCATIOXS TO THE DESIGN R►"HICH rl.�lY BE � N �� s. SI!�ELT REQUIRED. � SANITARY SEWER AND WA'T'ER PLAN t i t 4 E r�SEb LttY a<�.vc! CONTACT: Gar Williams ' 7693 && 27tb sr♦ #153 DEL ERICKSON, P.E. � o �oR ., ?Mercer Island, WA. 980x10 ..,`;- i .- 15020 S .E. 46TH ST_ - x PROPOSED SINGLE FAMILY RESIDENCES Tel: 206- 571 -6197 . : eELLEwE, WA. 98006 4610 & 4606 SOUTH RYAN WAY - - TEL: 425- 747 -5825 �. D04-200 & DW -201 - F s rz -t1- 0 DA : SEvr. Mo& T . _ S� f�.� i' o • irr ■ Isr 1 ELEVATION VATION CAST IRON RING AND COVER from pmxmf 4V OEM EARTH RIGID PIPE LED C O. 1 F4 FLEXIBLE PIPE (CPEP CMP. PVC) is o 2tW= ovH 1 oic �-• SAME AT Ex18TING MM NOTES: 1_ MATERIALS AND INSTALLATION CHAPTER 8 OF THESE STANDARDS. 2. DECOMMISSION SEPTIC TANK PER CHAPTER 8 OF THESE STANDARDS AND KING COUNTY HEALTH DEPARTMENT. NOTTOSC.lLE 3. WATER AND SEWER LINE SEPARATION 10' HORIZONTALLY. IF WATER AND SEWER LINES ---- CROSS. SEWER SHALL BEAT LEAST 18' BELOW THE WATERLINE. NOT TO �MJ64 r SANITARY SIDE SEWER u o f R ESIDENTIAL a •• _✓ StfEtT: SS-02 T ukwila I AEVOM 111: 08.03 • APN wv#,L- B. SHELTON RIGID PIPE : FLEXIBLE PIPE ■ J5J"= - FMLL. '5 Tp►'$1Lt -.E. - D C� `r E�.11'2 hjcll + Dt�T'Al L�CId IS �� .7..ni5TL�k. 230 t- 1� C-rA►�L Si l8 ROCKERY 5. � '' WAY �ry 4P , \ry �o \ry rK \ry ry i ry0 `10 \\i \\I` / 12' S L r / H o '4q" N1 119.00' - -- - "W1 of °3q'4q" 1H 108.08' R FIR 154' � / ......_. � -- M 24 CE 2' HI _ - - - -- 132' - -_ - qi fool x' x / %/ i �/ / --_.- - -- -• -- -- -- -------------------------- -__ -�17 # - - -- ------ ----- - - - - -- - - - - -- OLE 7= .--7 -- 1 _-�-_ __ _- . -- --- q�0528A� - ---- __ __ -_ - - - - - -- - - - -_ _ • OF Z. \ v � �' IL i / t / if (2} 24' MAPLE j %� r 12 i�AL17ER + � --- - - - - - - -- + + + i — " ' i --- 15 - ~ � i z - � 122 f r + B M CIO (2) 120 J 4A 10-..0- 101-0• r I + , .,� �Ar 0V ''' 1 o 2' COTTON ' �/+ r _ - ` - 'a - �/ _� / r -/ 114' ' 112' - - - -_ .•L -- � - - ------- -..... -..... � � a j r �� El __________ if< • ir RAF 4 m - 14 0 . tea° �p 1, 1, o.o'y 43 13 o n m 0 0. ' -- :C IJ'5rML . - '2_ �a LF r11t.. mile FA*o nC reocc:, FILTER FABRIC PROTECTION Csr- - jciETNL-T" tS S NT. S."r S1acr. �e STANDARD STRENGTH NOTE: ONLY TO BE USED WHERE BONDING OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFF!C' PROBLE4S AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. 0- 11 � 1 06 , 106' P.P. 104' / 102' RM ri ,L. S d) 2C1�TAlL !0s LJ:r=� F L & rP26Z C- fEl.l C�� TAt` -rt� SttT'� Maintenance Standards 1 . Any accumulated sediment on or around the filter fabric protection shall be removed immediately. Sediment shall not be removed with water, and all sediment must be disposed of as fill on -sfte or hauled off -site. 2. Any sediment in the catch basin insert shall be removed when the se&n"nt has filled one- third of the available storage. The filter media for the kmw shalt be cleaned or replaced at - - Iiiii monthly. 3. Regular maintenance is uitfcal for both forms of catch basin protection. Unfike marry forms of protection that fad WaduMv. catch basin protection will fail suddenly and completely if not maintained properly. C.B. PROTECTION CONTACT: Gary Wilfiass 7683 S.E. 27th ST. #153 Mercer island, WA. 98040 Tel: 206 - 571 -6197 � p 0 Z \ q2' q0' DEL ERICKSON, P.E. BELLEVUE, WA. 98006 TEL: 425- 747 -5825 • • • ! 0 o ar �f Wire mesh support fence -- - - - - -- - - -- for slit film fabrics `� F Filter fabric o material N 0 Provide washed gravel backfill or compacted native soil as directed by local govemement - Bury bottom of filtermaterial - a.. r•''" in 8" by 12" trench 2" by 2" wood posts, standard or better, or equivalent Filter fabric material in continuous rolls; Use staples or wire rings to attach fabric to wire Wire mesh support fence for slit film fabrics Fl;. N =.gl Bury bottom of filter material I 1 - - - - -F -- in "by_ 12_ trench.- _- _- •_- - - - - -� I I 6' Max. _ 2" by 2" wood posts, standard or better or equivalent FILTER FABRIC NOTES: a. The filter fabric shall be purchased in a continuous roll cut to the length of the barrier to avoid use of joints. When joints are necessary, fler cloth shall be spliced together only at a support post, with a minimum 6 inch overlap, and both ends securely fastened to the post. b. Posts shall be spaced a maximum of 6 feet apart and driven securely into the ground a minimum of 30 inches (where physically possible). c- A trench shall be excavated approximately 8 incites wide and 12 inches deep along the line of posts and upslope from the barrier. The trench shall be constructed to follow the contour. d. When slit film filter fabric is used, a wire mesh support fence shall be fastened securely to the upslope side of the posts using heavy. -duty wire staples at least 1' inch long, tie wires or hog rings. The wire shall extend into the trench a minimum of 4 inches and shall not extend more than 36 inches above the original ground surface. e. Slit film filter fabric shall be wired to the fence, and 20 inches of the fabric shall extend into the trench. The fabric shall not extend mare than 36 inches above the original ground surface. Filter fabric shall not be stapled to existing trees. Other types of fabric may be stapled to the fence. f: When extra - length or monofdament fabric and closer post spacing are used, the wire mesh support fence may be eliminated- In such a case, the filter fabric is stapled or wired directly to the posts with all other provisions of Standard Note "e" applying. Extra care should be used when joining or overlapping these stiffer Fabrics. g. Local governments may specify the use of properly compacted native material. In many instances, this may be the preferred alternative because the soil forms a more continuous contact with the trench below, and use of native materials cuts down on the number of trips that must be made on and off- site. ff gravel is used instead, the trench shall be backfitled with 3/4 inch mini nu n diameter washed gravel. Care must be taken when using gravel to ensure good contact between the fabric and the trench bottom to prevent undercutting. h. Filter fabric fences shall be removed when they have served their usefid purpose, but not before the upslope area has been permanently. stabilized. Retained sediment must be removed and properly disposed of, or mulched and seed. MAINTENANCE: ' Inspect immediately after each rainfall, and at least daily during prolonged rainfall- Repair as necessary- # Sediment miust be removed when it reaches approximately one, third the height of the fence. ' Any sediment deposits remainung in place after the filter fabric fence is no longer required shall be spread to conform with the existing grade, prepared and seeded. ' AU temporary erosion and sediment control measures shall be removed %ithin 30 da) s after final site stabilization is ach ill ed or after the temporary BkIP's are no longer needed. Trapped sediment shag be removed or stabilized on site- Disturbed soil areas resulting frrom removal shall be permanently stabilized. FILTER FABRIC FENCE DD Zoo TEMPORARY EROSION /SEDIMENTATION _ Z'a CONTROL PLAN FOR � Z PROPOSED SINGLE FAMILY RESIDENCES ti 4 r 4610 & 4606 SOUTH RYAN WAY D04 -200 & D04 -201 Exam I ? t 1. 05 l tT . c ,E�T. -&004 1 Jim lug. I a = la Ww r u `"""'~'�"�' `' Ingressle4ress area eta 1aQKy DESIGN CRITERIA 1. Material should be quarry spalls (where feasible), 4 inches to 8 inches in size. 2. The rock pad shall be at least 12 inches thick and 100 feet in length for sites more than I acre; and may be reduced to 50 feet in length for sites less than 1 acre. The width and length may be adjusted to accommodate specific site conditions. 3. A filter fabric fence (see BMP E3.10) should be installed down - gradient from the construction entrance in order to contain any sediment -laden runoff from the entrance_ 4. Width shall be the full width of the vehicle ingress and egress area ( minumum 20 feet). 5. Additional rock should be added periodically to maintain proper function of the pad 6. Tire washing should be done before the vehicle enters a paved street. Washing should be done on an area covered with crushed rock and the wash water should be drained to a sediment retention facility such as a sediment trap or basin. 7. The volume of wash water produced by tine washing should be included when calculating the sediment trap or basin size. STABILIZED CONSTRUCTION ENTRANCE • //�� L- Ui r ■ 4 O TYPE I BUFFER \dil . too -N 01!3 41'4141 R •_ R- I ; j f GO7 I G DjR I , ' !tip - II -�T,p A O't3 . ` - -- - 4 J TEL r L A1 • l :- � � ' - � iiI ; POLE ' , ?6..RAv ; p ie INA r:i[ L 5 , TYPE ! ;`' ! r OF 11I`:) h \ y ✓I .68, BUFFER I 1 iX;~l!_TRA''I:» e PLANT � INGS � YI! REQUIR . !E XI T1 : 0`A` ry © f6 itG' _ .- - - -�., O!d q. 4NV CLEARI • TO REA?A!'�' IN THIS L +MrTS .1it� PI_ V `I - . j j' P � �I q� THESE P AREA. PI t V_ 4 fOi9. 1 LANTINGS SATISFY ':. , '�caU� CNEnrs. +ob' - - :. .� � . ~ -i • ' i� •.:_' _--_1. ' f . lO4 ---- -- ------- - 1} ' 1 . ',� '.• / - �; ._ I r - � - r' f - -` f e _.`S_ -". __ _�"" _ V f - AQ E • IDO' -- , f _ . , .• r ; r -" �I -a/:i f_ •I " - ' / _ { < -.- =,I A:'. ° ^ ..r _-:w- r5' !HID , ! - g-- '''� -''•�� - --�. - - -. r _ ` f r PRIVATE^ • ! ,' =! . - ; - j: lr. ^ - -Y ^ ^ :� w - r` _ ` g ! . ` �- P. / .- -�Lou-Z 4, 1 c a y (14AX I!> 5L ( G' _' r ' '• _ r f \ - f - ` _ _ _ 3 T. .) aA %. AX, . /TER - - - _ �` Q ='� -�•_- �1- ~i__._ [.' •�•. f •,` r DRIVEIAAY i r_\ISrrlv,� MAT& �� FER r tu 0� h'�S2KcY ORIVE�IAY SILT C?vv P 88.67 I f , r - I� •- •, _ i 1 1 c l q4 r[+vGrrK, �� I a� i 8 ; a ,I - I -� _ �f �. 1 ' ' ' - - -- - r K ,,; + . I ;; I . 4 • i ! ( � ; z a2' t r Pi B 5 91f z �tpvv pooled+ �6 bT' '1 I / . ► s ' l ' T 4 00 A3F -� f - . "-,. 1 8'' , eI TiI\ C .1Pd _ L GA ! -• %� ni 7b' Z U ,,, 1 t ! 1 W X 4 L Exl �'' / j ;° - - - - - �� ! - g p . -PLAN N; BCY NC' PLANTI+�GS -- --__� ;• / DECK ' 1�'N a, eeo ? - - -8�: �t r'- O,%o CLEARI - -- 1 - % '� I ' .vr� _ 16, 0 e& Z' Y +O REMAIN ! 5 A NITS _ _ �• . /_.. ..... _.:[_. t• N TH - f THESr F'LANrING I AREA bb' � -� -• " I�" M:�I -N_�• -- -.�0.. � ;/: � f , - r: + - rn r LANNx.•� S 5 ATI5` =Y � r - f- ... ---_- -- -• - - ' ;� I • \ % 4 I . V l !� REGuiR >_I''E+�'T5. i j - - - - -- - - - -�- f-- ` �• , ; -- t / .� ; _ LOT ' 86, j� _ `_`'s : �� ? L SILT $-- r -� r OT A r= F�:.It� .; _,i; r r -' °f i = j •_ PI I _ ; ' , / ' F - !1 ' + b4' R P� [' I f \; .. :1 . I �� 1 - '• of . 49• w frgoo - iI, ' T; Pi . �-"�: � r- - ' ` I r J fir' A �b - _ ExISTfNG PLANTINGS BEYOND CLEARINS LIMITS To REMAIN IN THIS ARE ; AND5CA� ' '&5 SATISFY R `GUIREI!ENTS_ 4. 1 DEER robe ANZ;)SC,.eA L A r-- 1 - E - 1" - 20: -0" - - _. - - -- - - -- O 20 40 80 IRGGORD, PLANTiN.� EA5EI`-1ENT EXISTIM -c I'g"281159. o� THIS AREAA THES E �,e NTREAIN Iti ' = +: ;1. f 1�{ J ��r ,ti r i SAT! NG5 r 1 J .r . 3' Gd14-RA0.9 Q� W or A aVi t" - - - - TG C•RG9. p%y SW &_X 5ACK -0 _3 f 6 r L1� - ' -:. -►a:.. �_ ` _ Z a S cxwo/L AR e_X.0CE 5 SC E %O_ TG 5CA_: 2 WRAW r#w TW ,a 6 - DANDE -- G-P%L- MW 04416W % V 171 -s' z 2' A000 5TAdM5 - -- - � t Drc141A F @tiY Aro 5�i�f+R/DE 1 STAB Aapyw- PIPS- OR A6 * 5Crfp5.%Wr rVR F4 e 5eP5'J4: a 2 -UX^ rxR'q TJ ORJIM -� V3 Q 8JW_Ar V CCA �AGT W MOLAD Ci - - JCeCSS 56: 1 _ iii a ~ it t e � S if 2-`V:6 - -t ter• 7A�C t o u i 7 �I i► � ii Y I - Wcm SG -00 0 *4 L_ .S a- _5 4rE �E /E wA3 \ rRSEQ" SE =1Qm ♦10017 YKfS : « 5 C-&*- 0 SA OR :ARSVX SPACE -WVV-%&Y Ar%o, D TWEE 5C__L_E ACA- - G SGiS 5 QTY BOTANICAL /GOM"ON K4W_1E 5.ZE! .-e tu � s � QV r z_ k0 RED KAPLE II P1XV5 GONTORTA/ E -T' I-IT V V 1 C-L e X tL tu Nz m D &ALLOX I GGVPA+: i i EAVEK! .Y Bk% 24 05m:A`Ir4iS H_ D GALLON � N � �w �./ R;B 5 ��V✓ Jv� 5 ®R 2 ll 3, P. T. ?✓,AFrES:i'; 5 :3A;LG\ 34 OL _ X - A x f f rC-- e%`TT;, NV !OW e RIL - L •''►� r r • 6n�/��l RED 5WROSE °'b' O ; x x_x �C/ O V* • f 0 scope Of wo v(1, bus T Mlok (5ENERAL NOTES: I. COX RACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZ046 HIMSELF WNTH ALL OTHER SITE I PRIOR- To STARTI & LAND9cAPE VIORK. 2. Ca%TRACTOR SHALL USE CAUTION WHILE EXCAVATIN6 TO AVOID DISTLRBIN& ANY EXISTING LnXITCS. IF ANY ARE ENCOUNTERED: CONTRACTOR IS To PROMPTLY ADVISE 6ENERAN_ CONTRACTOR_ 5. NOTIFY 6= AL CONTRACTOR OR OVVERS REPRESENTATIVE IF ANY DRAINAGE PROBLEMS ARE FOUND t7URIN67 CONSTRUCTION. 4. W Vo1ORic SHALL BI= DONE WITHIN TW M. MINE (EDGE OF CANOPY) OF EX I STING TREES TO fe-EMAIN. THI5 INGLUJES SOIL PREEPARATIOK MA- CHINE, K ANT INSTALLATION AND IRRIGATION INSTALLATION. ROUTE IN2RIGATIom PiPM OUTSIDE OF CANOPY. 5- SOILS THAT HAVE BEEN GONPACT'EO DURING CONSTRUG T ION TO A DENSITY GREATER THAN W% SHALL BE LOOSENED To A MIN. DEPTH OF 18'. b. A MIN IMPI -f OF 2' OF- ORGANIC MATTER SHALL M ROTOTILLED INTO EXISTING 501L TO A 6' DEPTH IN ALL LAWN AND PLANTING AREAS. IKcA2 ;PORATION OF ORGANIC MATTER MAY BE REDUCED IF ON -SITE SOIL PROVES To BE ACCEPTABLE TOPSOIL. DETERMINATION SHALL BE HASM ON 501L TEST SY AN ACCREDITED 501L TESTING LABORATORY. TESTS TO BE RUN INCLUDE pH, SOIL TEXTURE, PERK =NT ORGANIC MATTER, A! V AN AFPROXiMATEUrSOIL *IFILT'RATTOIT RATE. OR&AN'C MATTER TO BE LOCALLY AVAILABLE COWOST, AGED MANURE. PRQVii?E LAN25GAPF_ ARCINTECT WITH SMWI 11 AN12 0 RREENT TEir LAM ANALYSIS. - T. ALL PLAIT MATERIAL SHALL .I'EEr AAN STA. FOR N)RSr_W 5TOCf., LATEST EDITION. PLA'4'T MATERIAL QUANTITIES ARE FOR CONVENIENCE 0IM-Y. CONTRACTOR IS RESPONSI TO VERIFY cLwcnT;E5 FOR HI ISELF. SYMBOLS ON DRAWINS HAVE PRIORITY OVER G7JANTITIES 61VE ON PLANT SCHEDULE. 8. TREES SHALL NOT BE INSTALLED WTHIN 70F A 5IDEVWX OR PAVENfNT EDGE. 4. SI•RF_J5 THAT FrROA GREATEIR THAN 24' TALL SHALL NOT BE INSTALLED VvmiiN 30' OF INTERSECTiN 6 CAPO..ilrzg. CONSULT LAVD5CAFE AQC.HBTF6T FOR SUB5WUT1p\'S, ;F ON SITE C)SIDITIONS ALTER PLANT LAYOUT SHaAW OV PLAN- 1 0. GRIOUNDCOV SHALL BE PLANTED IN AN EaJILATE1 TRIANGULAR SPACING, PATTEW AT ThE ON -GENTM SPACING SMOM ON THE PLANT 5Ct€GV_.E. MGR. 6ROI.TUGOViR ABUTS GIrR$iW YtA KNAY5. SIGNS OR POLES, MiNIKM PLANTIN& VISTA1Y,E Se+A -L BE i2' FROM GEI%'TER OF PLANT' TO OM 3046o AALKS6 ETX, . MIMNA M PLA'IINTINS DNSTA.W.E FROM TREES SHALL BE 14' FROM CIr ITER OF TREE_ 6R06NDC -OVITR SHALL BE INSTALLED T WOUSHOUT BEDS IN TYPE I BUFFERS. N. FIELD ' * J 5T TREES TO AVOID COWLIGT AITH LOCATION OF STREETL161475 HATER MFEcS, FIRE HYDRA. \T5, AND OTHWt UTILITY EGOPPENT. WbaLT %oi'TH+ I-rV4DWAFE ARCHITECT :N= PROBLE ~M5 ARE EAt6OUA tT'EREP. 12. FMTILI .ATE PLANT KATERiAL ATTH ASRO TRAIN PLANT rFEIMLIZER, 4 - Z %NV 21 6QAMI rAa- 5 PER MAVLPACTUIR IZGGX.kE! VATION. 13. PLATT KkTRIAL HAS BEEN SELECTED FOR ITS DR0IJ*h - , TOLERAANY CH+.ARAGTEgsTcI 5 ANDlOR IT i3E:Nr'6 XA7TVE TO rrW- AQFA !4. CONTRACTOR SH Ai L , gAjXTAN, i A - R PLJ►NT MATERI.t UNTIL Ori�'°R5 FINA ACfErP p%%rE. 15_ L--%^N 5KA! I E3E. FROM 00WORY 6REEK 76W FA4M6 OR APPROVED EQUAL. OR SK ALL 1 Be : WTHI A BLEND OF TeiR- RYE 600RASS VAQIETFa A $'.' LANDSCAPE AQCH:TEGT. HYDR05EED SLURRY TO BE GGNPOSED OF 4= 6.4.15E SEEED. 2r,000 PIS ACA;VZ EGO- FXr__R MULGN, 9W PER JjOW Si= I6- FERTI_vZOR AhO 50 FWZ ACE,Q OF TACKIFIE2- SLI.tZW S►A_ALL BE K XED IN A 1.000 6ALLCRK v .\ : TANK A\U VIECHAXW.A;,LY A&TA TO KEEP I r H+OW 6C 0140-5- '6. °LAS W MATER AL 5w -'-\LL GE FOR A FER OF Ott YEAR F DATE OF F11s_ CC=PTAINC°__ Ii- ALL NFR :ANP5C. R'E AdRE S S!-+0 N 0% re.5 5e•!- ' L. BE SERV EW AX A4TOW- T NG lm 6ATI O-N SYSTEM.. SY5 i L TO BE C OX5 T RUC ED ACCORD' Nb T O i�.fi:R1f Sr •��AR0 AVT SHA_ 1\CJ!i'DE ANTS C0 VArOh 001 J "' S sw_Li As N4 STUZ SD6 :l5 %cirri AJTGN.Are. RAIN S KOOFF DEVICES, ALff0 -kv1E T'e%SRS. we& - LATO S d= 1 4_�. P&M.' OF COtC -- TfON SKk_L BE Ct7WR►SED OF A &ATE VALVE. AcFR7`lorD DOUB&. CK VALVE. M• .- MAID A\7 0,4-'< WWLER 045 T A�� ORVEQ r% � - � v � c r E �� `� !8 OM;GN O� SYSTDO 10 V:` V. �. OV RSPQAY 00'547_ 0 •.-LY T.L. �- lflY .4_ -X t .15 StrE3LL BE .N6i A.LE12 .t PLASTIC VALVE aJQ)C-SL BONE TO BE SWARE -0 Er-Cf+ OTr-. A00 PLLW8 TO NNY 4 0-AC \T ;rAR7 SLWA C.C. 20. MG i � FGA. c : RRkS.Ar-OK 5Y5' t�Nl 5"ALL BE r .` 5:2EE. 2•. FRLVDE Sc'P.jJRATE ZCft* FOR SkKa •I.V0 w. AREAS- %Ciif'7'S AND VA.0rsS PO SE PLAS 22. A..L F.°E 5 E:'WES tA��Q 0Q-vE .-►•_AuEs r0 M Cf 200 PVC. ° °E ti :P4:V= A 5L'S TO 52 5C-CDPJ_E !O. 5R -x1r� TO Be T'KC= - -�E m 23. N3 TO M NSTALLE7 I &' ij_r7 Jl\7 LA ERALS A v_\ -?A%AR O= 12' st--mal izs r o E_' =e' DeEr- 2 -C. A' COP 5•-A~ BE SI=D -% LAAN ACAS �* 6- -2' 0 0P p =f-►?s Sp BE +fE i Ai O--£R Aver DErclft CA O , lam =5 W!N. & f*% . c!E r s, :'ti' Zf ? 1 : ar; a �.r v SCALE: 20 m O . n V+ H-- Q n V o� < OO Bu z H Z Z Q J IL V 11 to z tu � s � QV r z_ k0 z }u� V V 1 W P Q X tL tu Nz m lu N F r � N � �w Q SCALE: 20 m O . n V+ H-- Q n V o� < OO Bu z H Z Z Q J IL V 11 If 5 i S a � s w0 r k0 n V V 1 W P Q X tL tu Nz m lu W F r � N � If 5 i S a File: 0 D04 -0200 35mm Drawing #.I a 1 _ O S - M � — r = CV .. s r F _ - - 1 N C) —� - 3 - N - 1 86' 84' \ 0 30' 60' Scale: 1 inch = 30 feet x .30 'MAPLE 1 10 , 88, O a2 14' ab' 12" DER a2.a' OTTON — — ba.ba'� 6b' i bb` t T2' S. R YA WAY r. / .9' - aO.a' X88.0' \Tp 4� 100' 02 TOPQGRAPHIC SITE PLAN ty PROPOSED TWO LOT RESIDENTIAL DEVELOPMENT 4600 BLOCK SOUTH RYAN WAY Group Northwest, Inc. TUKWILA, WASHINGTON i Geotechnical Engineers, Geologists, a Environmental Scientists SCALE 1 " = 30' DATE 4/22/04 MADE WJL C JOB NO. G- 1004 -1 106' 108' i i f i iz •O i i i4� i = 100' i a15' 7V PROPERrr 4 �-- 80UNDARY 10 1015' D. RYAN WAY ab` a4' 42' 90' File: D04 -0200 35mm Drawing #2 n:' LECGAL. DESGR I FT I ON LOT A, TAX # 54'1680 -0060 THAT PORTION OF TRACT 5 OF MERRICK'S ACRE TRACTS DIVISION NO. 2, AS PER PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING COUNTY, WASHINGTON, LYING WESTERLY OF THE FOLLOWING DESCRIBED LINE: BEG 1 NN I NCG AT A POINT ON THE SOUTH LINE OF SAID TRACT 8 WHICH IS 154.cI5 FEET EAST OF THE SOUTHWEST CORNER THEREOF AND RUNNING NORTH TO THE NORTH LINE OF SAID TRACT 8 ALONG A LINE WH I GH, IF EXTENDED, WOULD I NTERSECT THE NORTH LINE OF TRACT 7 IN SAID PLAT AT A POINT 155.025 FEET EAST OF THE NORTHWEST CORNER OF SAID TRACT 7 AND THE TERMINUS OF SAID DESCRIBED LINE; EXCEPT THE S U 104' 102' 100' O TH 10 FEET OF SA I D (2) 24" MAPLE PORTION OF TRACT 8 CONVEYED TO KING GOUNTY FOR SOUTH 107TH STREET. q8'� LEGAL DESGizIFTION LOT B, TAX # 547680 -0055 q4'i THAT PORTION OF TRACT 7, MERRICK'S ACRE TRACTS DIVISION NO. 2, ACCORDING TO THE PLAT THEREOF, — RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING COUNTY, WASHINGTON, LYING WEST OF THE FOLLOWING DESCRIBED LINE: CIO` BEGINNING AT A POINT ON THE SOUTH t LINE OF SAID TRACT 7 WHICH IS 155.03 FEET EAST OF THE NORTHWEST CORNER OF SAID TRACT AND RUNNING THENCE 88 , SOUTHERLY TO A POINT 154.gq FEET OF THE SOUTHWEST CORNER OF SAID TRACT AND THE TERMINUS OF SAID DESCRIBED / LINE 84'/ GONSTRUGT 1 ON 1� ANAOER CAPITAL PROPERTIES 7683 SE 27TH STREET MERGER ISLAND, WA PH: 206.230.0120 ZZ S w a r, N WA- IMPERVIOUS A REA (LOT ?. LOT AREA: 1673 "735 S.F. (0.55 ACRE) HOUSE /GARAGE AREA: 2022 S.F. PORCH /PATIO /DECK AREA: 448 S.F. DRIVEWAY AREA 2870.13 S.F. TOTAL AREA: 5440.13 S.F. = 32.5090 IN SCALE : I " = 5O' -O" 1 I I m - 78' _76' Z r \� 72' 0 ,0' W IMPERVIOUS AREA (LOT B LOT AREA: 18453.33 S.F. (0.42 ACRE) HOUSE /GARAGE AREA: 2022 S.F. PORCH /PATIO /DECfG AREA: 448 S.F. DRIVEWAY AREA 1463.6q S.F. TOTAL AREA: 3g33.6q S.F. = 21.3290 0 30 60 120 L I I I I - -� - -- -- __ - . - _ Inch 1i16 j . "i , 31' I I I II III I (I III 1 I I I (f III I I rli 111 III I I I I f11 III I I: III ICI III I I III F I I I I � I r � � •k) 1 .... - 4,' 6g. 9� }a... �:br x� Z ( w� IIILIII�IIII IILI� IIIIIIIII�IIIIIIILL� I_IIII III I I • `' °: � '�`. III I_ IIIII�IIII_ L. LI�I�I1111111 IIIIIII�LIIIIIILI�IIILIIIII�IIIIIIIIIIIIIII1111�111 fl SITE ADDRESS 4600 BLOCK _.._.. — AN WAY WA 88178 N 2 t\ rn UO z _(- � �U ao j 00 � z z ^ U O `i Q w 0 0 T 0 O v� �r C/5 00n W 't N z ^ 00 LO 00 w N 00 ¢ �r ui w D U W �U- 0 J O 00 T w W U � �o Qz