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HomeMy WebLinkAboutPermit D05-366 - JOHNSON RESIDENCE - NEW HOUSEJOHNSON RESIDENCE 11868 44 PL S D05 -366 Z W J O O 0 • 0. W = J N O W� c SO F- W Z= 0 Z O 0. .0f- -. W W 1 - - - I LI O ~. Z 4 r I. {:.:4.: HERMIT CENTER 63(;0 5L.'J'1 TUKbvILA DEVELOPMENT PERMIT Parcel No.: 3347400785 Permit Number D05 -366 Address: 11868 44 PL S TUKW Issue Date: 0811812006 Suite No: ?? Permit Expires On: 08/14/2007 Tenant: Name: JOHNSON RESIDENCE Address: 11868 44 PL S, TUKWILA WA Owner: Name: JOHNSON VERDAYNE J +OWENS AMY Address: 2334 HOWARD AV #A, EVERETT WA 98105, 98105 Phone: Contact Person: Name: VERDAYNEJOHNSON Address: 11844 44 PL S, TUKWILA WA, 98178 Phone: 206 954 -8185 Contractor: Name: OWNER AFFIDAVIT - VERDAYNE JOHNSON Address: , Phone: Contractor License No: Expiration Date: DESCRIPTION OF WORK: CONSTRUCT 2659 SF SINGLE FAMILY RESIDENCE WITH A 420 SF ATTACHED GARAGE. Water meter and connection to water and sewer in 46th PI. S. New 12" drain pipe in the right -of -way at 0.00% slope and at elevation 10.39' per Bruce McVeigh datum on field measurement submittal dated 04.09.2006. Installation of driveway to accomodate two new single family residences. Erosion prevention snd sediment control. Flood elevation certification, lowest finished floor at 11.4' 1929 NGVD. Cut estimate of 1070 SF, includes subgrade degradation due to cuts in the shoulder. REVISION 1: RECONFIGURE CATCH BASINS IN RIGHT -OF -WAY. Value of Construction: $243,858.03 Fees Collected: $40,551.37 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: V -A Occupancy per IBC: 22 * *continued on next page ** doc: IBC- PERMIT D05 -366 Printed: 03 -12 -2007 z a� �z �W D JU UO Cf) U) UJI J H NLL WO J Il. S2d �w z� 1— O z 1— D ❑ U O N 01-- W W O .. z w U= O z Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Z Z �w QQ JU U CO co J = S2 LL w O LL j � = w z� F— O w ~ w U� co, 0 1- w w U O .Z w O Z doc: IBC- PERMIT D05 -366 Printed: 03 -12 -2007 PERMIT CENTER 6�(,u U i I -" ',­;`J L,R CL TUKWILA, WA 93183 1 I i Permit Number DO5 -366 i. Issue Date: 08/18/2006 } i Permit Expires On: 08/14/2007 Public Works Activities: i Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 j Flood Control Zone: Y Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 245 c.y. Fill 1225 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: Y Profit: N Non- Profit: N Water Main Extension: N Private: Public: Water Meter: Y i t Permit Center Authorized Signature: I Date: Ca 1'Z - T T I hereby certify that I have read and xa i ed is permit and know the same to be true and correct. All provisions of law and ordinances governing this work will b c m 'e with, whether specified herein or not. The granting of pe�it does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating con io or the performanc of work. I am authorized to sign and obtain this development permit. Signature: Date: Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Z Z �w QQ JU U CO co J = S2 LL w O LL j � = w z� F— O w ~ w U� co, 0 1- w w U O .Z w O Z doc: IBC- PERMIT D05 -366 Printed: 03 -12 -2007 � J ,� WILA : - O ff �2 lG) ...... A� 1908 Cit y G. Tukwila Department of Conunttnity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: ci. tukwila. wa. its DEVELOPMENT PERMIT Parcel No.: 3347400785 Address: 11868 44 PL S TUKW Suite No: ?? Tenant: Name: JOHNSON RESIDENCE Address: 11868 44 PL S, TUKWILA WA Owner: Name: JOHNSON VERDAYNE J +OWENS AMY Address: 2334 HOWARD AV #A, EVERETT WA 98105, 98105 Phone: Contact Person: Name: VERDAYNEJOHNSON Address: 11844 44 PL S, TUKWILA WA, 98178 Phone: 206 954 -8185 Contractor: Name: OWNER AFFIDAVIT - VERDAYNE JOHNSON Address: , Phone: Contractor License No: W Permit Number: Issue Date: Permit Expires On: Expiration Date: Steven M. Mullet, Mayor Steve Lancaster, Director D05 -366 08/18/2006 02114/2007 DESCRIPTION OF WORK: CONSTRUCT 2659 SF SINGLE FAMILY RESIDENCE WITH A 420 SF ATTACHED GARAGE. Water meter and connection to water and sewer in 46th PI. S. New 12" drain pipe in the right -of -way at 0.00% slope and at elevation 10.39' per Bruce McVeigh datum on field measurement submittal dated 04.09.2006. Installation of driveway to accomodate two new single family residences. Erosion prevention snd sediment control. Flood elevation certification, lowest finished floor at 11.4' 1929 NGVD. Cut estimate of 1070 SF, includes subgrade degradation due to cuts in the shoulder. Value of Construction: $243,858.03 Type of Fire Protection: NONE Type of Construction: V -A Fees Collected: $40,551.37 International Building Code Edition: 2003 Occupancy per IBC: 22 "continued on next page** doc: IBC - PERMIT D05 -366 Printed: 08 -18 -2006 Z Z. '~ w oC � 00 Co o C0 LU J C0 LL w u- ¢ �D = �w z H F— O. Z I— W5 U� O N. �H W uJ LL O. ui Z O Z I i City G. Tukwila Steven M. Mullet, Mayor Deparbnent of Coinnniti ty Developniew 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.titktivila.wa.us Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director D05 -366 08118/2006 02/1412007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Y Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 245 c.y. Fill 1225 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: Y Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: Y Permit Center Authorized Signature Date f I hereby certify that I have read and xa ine Lth s permit and know the same to be true and correct. All provisions of law and ordinances governing this work will b mplith, whether specified herein or not. The granting of this permit do not presume to give authority to violate or cancel the provisions of any other state or local laws regulating c c n or th erformance of work. I am authorized to sign and obtain this development +permit. / Signature: Date Print Name V l� d C_ 0 V 6 0 �ay) 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. doc: IBC - PERMIT D05 -366 Printed: 08 -18 -2006 Z �_— Z W 00 N C0 Lu J H CO u_ WO ILL Q cl) =w 1-- Z 2� U 0— C] F- wW F_ U' O .. Z U= OF' Z TI J i o ,' ; i i'. Parcel No.: 3347400785 Address: 11868 44 PL S TUKW Suite No: Tenant: JOHNSON RESIDENCE Permit Number: D05 -366 Status: ISSUED Applied Date: 10/05/2005 Issue Date: 08/18/2006 1: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 2: Notify the Public Works Project Inspector at (206)433 -0179 at least 24 hours before beginning work. All Public Works inspection requests must also be made 24 hours in advance. 3: BEFORE BEGINNING WORK IN THE RIGHT -OF -WAY, submit a traffic control plan to the PW Project Inspector for approval. 4: BEFORE PERMIT IS FINAL applicant shall provide: 1. ROW- 2 -year maintenence financial guarantee for $2000 2. ROW- Turnover documents for ROW improvements 5: Place the new 12" drain pipe in the right -of -way at 0.00% slope and at elevation 10.39' per Bruce McVeigh datum on field measurement submittal dated 04.09.2006. 6: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 7: 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. 8: Any material spilled onto any street shall be cleaned up immediately. 9: ** *BUILDING DEPARTMENT CONDITIONS * ** 10: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 11: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 12: 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. 13: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 14: 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. 15: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. doc: Conditions D05 -366 Printed: 03 -12 -2007 U N IT � PERMIT CONDITIONS z Z �w 00 M ❑ co W J X U- 0 �aJ U- C =w f - _ z I .-. H O z I— 5 ON ww U. O ui Z co O z 6300 Ci.. U i i IC:; H 1 1-i..`,, i.). TUKWILA, V'.% w i rll 16: All wood to remain in placed concrete shall be treated wood. IFS: RUNIT CENT 17: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 18: Manufacturers installation instructions shall be available on the job site at the time of inspection. 19: 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. 20: 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. 21: 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. 22: 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. 23, Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 24: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 25: 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). 26: 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. 27: ***FIRE DEPARTMENT CONDITIONS * ** 28: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 29: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 30: For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 31: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 -1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 -1/4" Pentagon open -lift operating nut. (City Ordinance #2052) doc: Conditions D05 -366 Printed: 03 -12 -2007 _i„ ::4 :, l.i 3'. to :i+.0 :L.a �s:c.<..a.w a:lku.. 't+..:n" `4i'�.1:%r' �'ck+' Y..: �Y,3(. { ti+ �. lis .:::;s.i.1i�,E:;dks:iY,Y.`t% �'a'a ;w�r'�ci'�i• q!' �+ �,i.Y 'gv' iv � aiJ: `, _. '.. .`w :.a::;.N:. m ..y.. rs iei' '� t' W i� "'b:..:;�si+341:.', �fl£�rt •�' 'R':'i�`..i t�\rl Z �w QQ JU 00 N a J = 1-- CO L W U_ Q co D = F _ w z H z� W w U� O� oir- wW u. O .. Z W 0 O Z i Dci OF C0i ;.', ',i 6300 SL;U - l-1 i iii ; Cl, V!7. TUI(Wll..A, WA 0r":11 M iPERMIT CENTER 32: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 33: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 34: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 35: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 36: * *"PLANNING DIVISION CONDITIONS * ** 37: The property contains two old lots of record that ned to be eliminated in order for the home to met the property setbacks. Prior to final approval of the house, the applicant must record a lot consolidation with King County or have preliminary approval of a short plat for the lot. * *continued on next page ** doc: Conditions D05 -366 Printed: 03 -12 -2007 Z W D UO Co 0 C0 W J = C0 I w 0 �Ei v_ N� = �w Z F- 0 Z t- w w U� 0- o�- w W. L L -O W Z U= O F- Z DEPT' OF 6300 SUU i1 i iii � CI VD. TUKWILA, WA 96188 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 constr4ettW or the performance of work. Signature: Print Name: C 7V f Date: J// Z C ' Z �Z Q W WD JU UO ND Uj J FF- 00 W W O �Q UD = tI- _. z� zO w W 5. U� :O �,. 0 H =U u_ —O .• Z W O f- Z doc: Conditions D05 -366 Printed: 03 -12 -2007 O! f2 �O 1908 City (SAL � Tukwila Departnivit of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: cOukwila.wa.us PERMIT CONDITIONS Parcel No.: 3347400785 Address: 11868 44 PL S TUKW Suite No: Tenant: JOHNSON RESIDENCE Permit Number: Status: Applied Date: Issue Date: Steven M. Mullet, Mayor Steve Lancaster, Directa- D05 -366 ISSUED 10/05/2005 08/18/2006 1: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 2: Notify the Public Works Project Inspector at (206)433 -0179 at least 24 hours before beginning work. All Public Works inspection requests must also be made 24 hours in advance. 3: BEFORE BEGINNING WORK IN THE RIGHT -OF -WAY, submit a traffic control plan to the PW Project Inspector for approval. 4: BEFORE PERMIT IS FINAL applicant shall provide: 1. ROW- 2 -year maintenance financial guarantee for $2000 2. ROW- Turnover documents for ROW improvements 5: Place the new 12" drain pipe in the right -of -way at 0.00% slope and at elevation 10.39' per Bruce McVeigh datum on field measurement submittal dated 04.09.2006. 6: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 7: 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. 8: Any material spilled onto any street shall be cleaned up immediately. 9: ** *BUILDING DEPARTMENT CONDITIONS * ** 10: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 11: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 12: 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. 13: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 14: 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. 15: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. doc: Conditions D05 -366 Printed: 08 -18 -2006 :..':a«:.C',v .r.i.iu.:..e,.r_ .., i:,.. .. S2 i 1. rd...: a.`: it cY.' u::} itr✓ k�47��. 1 , Ctir. wr��: 1:( �w�.PZ.is.�...RSufr'u " �'uf:� �e�';,e;:,iSiuC'i:xiG.?�rtilti �Yifr�.rG;:il r °+ ;� •;yf "� ,,••. t ; • i *a z �w QQ JU 00 CO H NU. w LL Q ND = �w z X F- 0 z !— w w 0 ON wW HF- tL O w z U= O z �J��1►LA, was City oY Tukwila S teven M. Mullet, Mayor o� '�? Departmer:t of Community Development Steve Lancaster Director Q r l 6300 Southcenter Boulevard, Suite # 100 ��2 Tukwila, Washington 98188 \•� f Phone:206- 431 -3670 tit ''•• '' �r 1908 Fax: 206 -431 -3665 Web site: ci.tuknvila.wa.us 16: All wood to remain in placed concrete shall be treated wood. 17: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 18: Manufacturers installation instructions shall be available on the job site at the time of inspection. 19: 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. 20: 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. 21: 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. 22: 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. 23: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the stra in PP 9• 24: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 25: 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). 26: 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. 27: ***FIRE DEPARTMENT CONDITIONS "`* 28: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 29: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 30: For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 31: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 -1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 -1/4" Pentagon open -lift operating nut. (City Ordinance #2052) doc: Conditions D05 -366 Printed: 08 -18 -2006 � i ... nw. �., �:,,....:. iw......sl�.�+..il- ,J...:k.�.u:: �:�:.,pi.irLi..11:.�u+.t�:, Z•t•t;�. ".;.t�.al.'.nr'"t x� 15,� �4 •4 P h � r ��3�rVA °a � " .,� •+�" ✓ rT'. � F ^" � ,�� of vw »k4� jF�� � i�3..� +�' /• Y.Y§6. '�. •k4{+X; }', `5,�,,�,f'�� 5'�{Ix:- .. ,� .�.. Z ;� Z �w QQ � JU UO UD J_ " NLL w LQ UD �w z F- FO Z E_ w w U O� D t— wW LL Z tii U= O Z City Tukwila S teven M. Mullet Ma r y d o y Departhnent of Comn:urtity Developn:eut Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: ci.tukwila.wa.us 32: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 33: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 34: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 35: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 36: ** *PLANNING DIVISION CONDITIONS * ** 37: The property contains two old lots of record that ned to be eliminated in order for the home to met the property setbacks. Prior to final approval of the house, the applicant must record a lot consolidation with King County or have preliminary approval of a short plat for the lot. * *continued on next page** doe: Conditions D05 -366 Printed: 08 -18 -2006 Z �W Q � WU UO (00, J = H �LL W U¢ �d = W Z F- t— O Z H U� O N O 1— W UJ L' O .• Z UN O Z City co. Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director 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: \GV Ct G 0 5o " Date: 1� Z - Z �W � QQ 2 JD UO to J = F- CO O W LL CO = �w F- 0 W � p' U O� 0 H WW H LL O Z CO H 3 :' O Z doc: Conditions D05 -366 Printed: 08 -18 -2006 I NA CITY OF TUKWILA s� Community Development Department Public Works Department Permit Center `` 7BpB 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print" Project No. SITE LOCATION % V1, s � e < « G ^� King Co Assessor's Tax No.: 3 3t4 - yV - 7 R �C� 11 ,,, t fi' . 1 �,c caw i Site Address: `� `i" � I Suite Number: Floor: Tenant Name: I'1 J e New Tenant: ❑ .....Yes ❑ ..No Property Owners Mailing Address; M 4r w C WILA W Building Permit No. 2cs — ; N ,t_� Mechanical Permit No. Public Works Permit No. 11 s1s cN, CONTACT PERSON Mailing Address:. City state Zip U �J h Day Telephone _7-4- ) (=� - C T' 5 y 9'1 S"5 ' City � // - / - 7 / S tt ate Zip E -Mail Address: C Z--_ ir e a (1�U � UW A Fax Number: a 7 - qqq 3 I —. -. GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) Company Mailing A I._ J�h V t �s'-u L4 -- t-1 L-I City State lip _ Contact Person: � f' �(O P Day Telephone E -Mail Address: CI'.- i (� C�/�D1rGJt' ( - I awn ' W Fax Number: _ Zi Contractor Registration Number: f V I S I c)(0 Expiration Date: 1 a ffJ * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: j C� 1� F SL Mailing Address: 1 O C�� Q �Z` CC.�� � 0-- X 3 Z city 425 - s`a5 CGs97 Contact Person: Day Telephone: 42_5 Address: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Mailing A 6 I �r,7S11 Contact Person: *-�,V- r E -Mail Address: _� tLc,- L.0-, r U 1 WtJ City v , )Stale 027 Z Day Telephone: LZ (2 1 Fax Number: +2_5 LI K I X 3 7 1 gA\pemuts plusUcc changes \peanut oppliculion (7.2005) Revised: 6-11-05 Page 1 bh Z w JU UO to CO W J = i•-• DW WO 9 Q VI = �W Z �_O Z�_ W W )0 O- 0 E- WW U- O w Z U= O Z BUILDING PERMIT INFOM, --iTION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ t ��, CM Existing Building Valuation: Scope of Work (please provide detailed information): AJe W 5115 � _� In ! 4 � (,C Will there be new rack storage? [I.. Yes v�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) R0.2 *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 0 Compact: Handicap: Will there be a change in use? ❑ ....Yes No If "yes ", explain: ❑.. Sprinklers ❑..Automatic Fire Alarm Er..None ❑ ..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑.. Yes 2f. No If "yes'; attach list of materials and storage locations on a separate 8 -112 x I1 paper indicating quantities and Material Safety Data Sheets. FIRE PROTECTIONIHAZARDOUS MATERIALS: gAkpesmils pluslice changeslpennit application (7.2D04) Revised: G-"S bh Page 2 _ w::, � "(i. +:i'+ ...:.:�,...:. �:..+ai:xw.w ..�:L.. :.Pic :.t u..1v:a�!:nF:+:•�si l.:;r�at:�,i�u.. .: n.;. rcro.0 :nc:« :.�sn:a.=.::ta.. esa�:v:.�„te' '.wrt+ � "Y.:, 5.8:ti+uuX(i i i' ' 97�1f�(i:' ' ."v:itGs Z ;= Z �W QQ� JU UO Cl) 0 C0 LLI J = H S2 LL WO 9� ca = W H Z� t— O Z H W 5 U� ON 0 H W HC O W Z U= O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 1 2-0 1 rl Floor 1 H 5 8 3 Floor Floors thru Basement Accessory Structure* Attached Garage 2 Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) R0.2 *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 0 Compact: Handicap: Will there be a change in use? ❑ ....Yes No If "yes ", explain: ❑.. Sprinklers ❑..Automatic Fire Alarm Er..None ❑ ..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑.. Yes 2f. No If "yes'; attach list of materials and storage locations on a separate 8 -112 x I1 paper indicating quantities and Material Safety Data Sheets. FIRE PROTECTIONIHAZARDOUS MATERIALS: gAkpesmils pluslice changeslpennit application (7.2D04) Revised: G-"S bh Page 2 _ w::, � "(i. +:i'+ ...:.:�,...:. �:..+ai:xw.w ..�:L.. :.Pic :.t u..1v:a�!:nF:+:•�si l.:;r�at:�,i�u.. .: n.;. rcro.0 :nc:« :.�sn:a.=.::ta.. esa�:v:.�„te' '.wrt+ � "Y.:, 5.8:ti+uuX(i i i' ' 97�1f�(i:' ' ."v:itGs Z ;= Z �W QQ� JU UO Cl) 0 C0 LLI J = H S2 LL WO 9� ca = W H Z� t— O Z H W 5 U� ON 0 H W HC O W Z U= O Z ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use —Potential Disturbance PUBLIC WORKS PERMIT I NVORMATION - 206 - 433 -0179 Scope of Work (please provide detailed information): lJLCGCiK_ W� —� } IUP LJ si Ie Call before you Dig: 1- 800-424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. W ter District Tukwila E] ... Water District #125 ❑ .. Highline ❑ .. Renton ❑...Water Availability Provided Sewer District ::: Tukwila ❑ ... Va1Vue El .. Renton ❑ .. Seattle Sewer Use Certificate ❑ ... Sewer Availability Provided El.. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. S ubmitted with Application mark boxes which apply): JR ..Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ... Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless Proposed Activities (mark boxes that a ❑ ...Right -of -way Use - Nonprofit for less than 72 hours Right -of -way Use - No Disturbance V / ..Construction/Excavation/Fill - Right -of -way V Non Right -of -way _ e..Total Cut 35D cubic yards 5;V Fill 350 cubic yards ff ..Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water 9 Water Meter Size... " ❑ ...Temporary Water Meter Size.. " ❑ ...Water Only Meter Size............ " ❑ ...Sewer Main Extension ............Public _ ❑ ...Water Main Extension .............Public _ �. Work in Flood Zone ►[�. Storm Drainage ❑ .. Abandon Septic Tank ❑ Curb Cut Pavement Cut ❑ .. Looped Fire Line >> to EL WO# WO# WO# Private Private ❑ .. Grease Interceptor ❑ .. Channelization ❑ . Trench Excavation re-Utility Undergrounding ❑ ...Deduct Water Meter Size........ " FINANCE INFORMATION Fire Line Size at Property Line ff. [ 9 Sewer Mailing Mailing Address:. Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment V r vr1 Yt- ?L Su - Day Telephone: City state Zip : EGG - $ 1 k City State Zip q:Npemiits plus�cc changeslpertnit application (7.2004) Revise& 6 Page 3 bh Z Z �W QQ� JU UO W� �U_ WO tL N d = W F- _ Z F. Z� UJ 7 U N 0H Ww F- U _ Z Lll U= O Z MECHANICAL PERMIT INFORMATION — 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name:_ Mailing Address: Contact Person: E -Mail Address: State Zip Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provio detailed information): NO �t n� ��- �� wL (t, , CJL S( 0.¢.vt. re I . i fi f% — ^ t - . . A _ - t t A. n /A w%— _ o Fuel Tyne Use: Residential: New .... Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Electric ..... ❑ Gas.... Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit T e: Qty Boiler/Compressor: Qty Fumace <100K BTU t Air Handling Unit >I0,000 Fire Damper 0 -3 HP /,100,000 BTU CFM Fumace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /1,000,000 BTU to Single Duct Suspended/Wall/Floor Ventilation System ( Wood/Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator — Comm/Ind Other Mechanical AS t <10,000 CFM I I Equipment F PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Signature: BUILDING OWNER OR AUTHORIZED AGENT: Print Na Mailing Date Application Accepted: Revised: 6-8 -03 bh 0/p K ..) o-/ - /Li eL Sv - Oc Ds Date Application Expires: Page 4 Day Telephone r�/ /�7? City rom Date: State Zip Staff' Initials: 77 h.,.. ••z. ,:.. ..:�:. w* : rJ. 1: 1.-. i.. vwa„ L:.` i'..'.:. A....+:* w: l'.: K:;... :w..7.:«. "..7.iA` L. }Y rJC: i+3MG.0 .iA! 1.' MYJm'v SM.'v '�.X.1is':c'idnJltt�+}`�°.N .'�, :� t • h Z t— Z W JU 0 ( 0 Cl CO W J = 1— N W WO LLQ = �W Z I-- Z� W W U ON 01-- III LL J H u" O W Z U= O Z Jr �vWA. W City of Tukwila T9�6 1 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 3347400785 Permit Number D05 -366 Address: 11868 44 PL S TUKW Status: ISSUED Suite No: ------------------------ - - - BONDS /DEPOSITS Applied Date: 10/0512005 Applicant: JOHNSON RESIDENCE Issue Date: 08/18/2006 I Receipt No.: R06 -01301 Payment Amount: 38,571.00 Initials: JEM Payment Date: User ID: 1165 Balance: Payee: BECU TRANSACTION LIST: ( Type Method Description Amount i---- - - - - -- -- - - - - -- --------------------- - - - - -- -- ---- - - - - -- Payment Check 40996407 38,571.00 08/18/2006 01:05 PM $0.00 j ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - BONDS /DEPOSITS - -- ------- -- - - - - - -- 000/386.908 ------ - - - - -- 4,500.82 BUILDING - RES 000/322.100 2,231.34 CASCADE WATER ALLIANCE 401/386.550 4,648.00 PLAN CHECK - WATER METER 000/345.830 10.00 PW ADDL PLAN REVIEW 000/345.830 352.95 PW LAND ALT PERMIT FEE 000/342.400 209.00 PW LAND ALT PLAN REVIEW 000/345.830 12.25 PW PAVEMENT MITIGATION 000/344.101 8,025.00 ! PW PERMIT /INSPECTION FEE 000/342.400 755.90 PW PLAN REVIEW 000/345.830 462.90 SEWER - ALLENTOWN /RYAN 402/379.004 10,189.20 STATE BUILDING SURCHARGE 000/386.904 4.50 TRAFFIC MITIGATION FEES 104.367.120 1,023.94 WATER - ALLENTOWN /RYAN 401/379.004 5,555.20 j WATER CONNECTION 401/379.002 60.00 WATER INSPECTION FEE 401/342.400 15.00 I WATER INSTALLATION (DEP) 401/386.520 490.00 WATER TURN -ON FEE 401/343.405 25.00 1 Total: 38,571.00 8781 08/18 9710 TOTAL 38571.00 doc: Receipt Printed: 08 -18 -2006 .V i.. _ _ .c.' + >c. ;.G;..4.r...d,:,..,.u..;; ws.•:: 1. 4..:: 4..:.:. a•:..::is.i:e..�1i' +e«:.:u:..u: �� .;�i::a:�.a �; St. s. n... .,d:!S�Lw..x:.:a::..:'.:..i.4�t �.Y. +. . z �W JU UO U 0 CO J = F- U LL. WO LL. ¢ U� = F- W Z H H O z t-- W W U O - 0 H W W. F-F- .. z W Cl) O z . City of fukwila 19Cd 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 3347400785 Address: Suite No: Applicant: JALON & VERDAYNE JOHNSON Permit Number DOS -366 Status: PENDING Applied Date: 10/05/2005 Issue Date: Receipt No.: R05 -01470 Initials: JEM User ID: 1165 Payment Amount: 1 Payment Date: 10/05/2005 11:16 AM Balance: $2,568.34 Payee: VERDAYNE JOHNSON TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 1068 1,980.37 ACCOUNT ITEM LIST: Description I Account Code Current Pmts PLAN CHECK - RES 000/345.830 1,450.37 PW BASE APPLICATION FEE 000/322.100 250.00 PW LAND ALT PLAN REVIEW 000/345.830 37.00 PW PLAN REVIEW 000/345.830 243.00 Total: 1,980.37 7907 10106 9716 TOTAL 1980-37 z �z W JU UO W = f- �w W� U - = �W z �. �O z F-. W U J moo. U 0H W U- 0 z U U' O z doc: Receipt Printed: 10 -05 -2005 Proje� Type of In c tjon: Address: Date Called: Special Instru ions: Date W ted: Q p.m Reque ter: Phone No: y C Z Z W Q � JU 0 to o J N U. WO ILLQ Nd = W H Z F.. I-- O Z h- �5 U� O L OH .W W H� U- O •• Z W U= O Z INSPECTION RECORD �I Retain a copy with permit INSPECTION NO. PERMIT NO. 4 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43) -0670 a Approved per applicable codes. C Proje t: // ,, Type of Inspection: �J L-/ � � � � Date Called: . I Address: ' SpecialInstructions: Date Wanted: _ - 7 Requester: Phone No: - �_7 7 -s c�2 Corrections required prior to approval. COMMENTS: i 1s uate: 6 ,77 0 800 REINSPECT N FEE REQUIR D. Prior to inspection, fee must be / M�atWOSouthc ter Blvd., Sui a 100. Call to sechedule reinspection. Receipt No.: I Date: Z 'a ---. W �W S QQ i. JU UO J = H N LL WO LL co = �W Z F- WO �5 U� O� o� W W LL O .Z W co O Z INSPECTION RECORD 1 2 a copy with permit INSPECTION NO. PERMIT NO. i CITY OF TUKWILA BUILDING DIVISION r, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 6 0 C Approved per applicable codes. Corrections required prior to approval. COMMENTS: r� Pro Type of Inspection: N ►9 Ad � ess� 1 � I ! n � I Date Called: Special Instructions: LA M ikf I N Date Wanted: a:m. Z. 5 -- d — 7 p.m. Requester: Phone No: _ Receipt No.: Date: 71 �I .i ;i Inspe r: uate ,w .5 $58.00 REINSPECTION EE REQUI D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Su a 100. Call to sechedule reinspection. 40i1a';�f�� ,: y'. Y !CM1..Jlu.leele�Lfl.�CSra�'3E::9 (b z �w JU UO LU � LL WO LL co :D = i .-w Z I.- 1!_ O z H LU 5 U� O� o�_ w tL O W z UN O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE Y)4 i CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -36 0 Q Approved per applicable codes. rections required prior to approval . .. Project ` > A/V Type of Inspecti �: /i'�f //, (� so /41/ /! r' S /i DU' Address: Date Called: Special Instructions: Date Wanted: t a. Requester: Phone No: "• Receipt No.: Date: M M Z = Z JU UO 0 J CO U. W O 2 QQ LLQ _° F. W z I O W �5 UC) O- o1-- W W tL O iU Z U CO. PM O Z INSPECTION RECORD / v Retain a copy with permit W PER INSPECTION N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 Project 1� ►.�N Type of Ins ecti I �I (i�I l�-�,aVO Addres : ��� 4 Spec Date Called: Instructions: Date Wanted: a. 1 — 2 Z � p .m. Requester: Phone No: E� pproved per applicable codes. Corrections required prior to approval. COMMENTS: t 2 I <' I uate: 8.00 REINSPECTION FIE REQUIRED. Pri r to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100: Call to sechedule reinspection. Receipt No.: I Date: J { ;i ;S y I Z Q W —J L) U0 (n 0 C0 LLJ J_ F— N LL WO Q � Q LL =d f.. W Z F- Z� LU W U 0 - 10H W LLJ H 0 W Z U= b F- Z i ' INSPECTION RECORD Retain a copy with permit INSPEC ON N0. PERMIT 0 CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 D RJ A± proved per applicable codes. Corrections required prior to approval. COMMMENTS: / 62 �l✓ c.,�I r I sy pector: Date: 8. 0 REINSPECTION FEE R UIRED. rior to inspection, fee must be ai at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Rec t No.. Date: Y' Project• ; �47� A)S Type of Inspection: QAJ �s . /= ��a��,•v�� Address: Date Called: Special Instructions: Date Wanted: M. P.M. Requester: Phone No: Z ;= Z �W QQ -1 JU UO Cl) 0 J NW W O 9-J LL Q C0 =a �W Z Zo W W U� O - 0H W L — 0 lLl Z U= z 3; t INSPECTION RECORD 15 . is Retain a copy with permit WN INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION s• 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 z k x` Projec Tm f { s Approved per applicable codes. Corrections required prior to approval. 4 t IV a: i ij H 1 f t 1. r'. S 1 ( ' !T { i ;t. C._ # 4 spec r Date _1. 2 �� 8.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. f Receipt No.: Date: J =1; �'x ? iPA .KLa:'t 8F '.+• •:r'. "� �u.rr;kx;t *fiGb'xn!' "t: ;,�!f49..5�.•x • 'e .Y�' •A., l+v. 'n•�.��' :��r.'. ±y _. }.' r.n 4' ``.d1 A'�i•il. ype nspection: ,of r r#1M 1/U Addr ss: L Date Called: � SpeciaM structiohs: p.m. Requester: Date Wanted: . Phone COMMENTS: f�o� COMMENTS: Q...� ��u l /�-- •�•. 2 rev �� r -- ✓F Z I '~ W JU UO C0 w 0 U- co) = �W Z W U� o � w F- U- O .• Z W U= O Z INSPECTION RECORD _ Retain a copy with permit - INSPECTION N0. * PERN .CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -�i6 0 Pry: Type of Inspection: Address: 1 I L!, � y q"�'� Date Called: Special Instructions: Date Wanted: ec — M1 Requester: Phone No* Approved per applicable codes. Corrections required prior to approval. r �•; . '- {•. ,'': ,. .. �• � .. .. Z H Z W �U 00 CO 0 co WW J I W WO U.Q (D =) i l .- W Z= F- 0 z �p co U 0 H WW �U u_ F- 0 W Z U CO 1— _ O Z Project: Type of pectin C2 1( Address: , � ����� Date Ca led: Special Instructions: Date Wante Z -- p.m. Requester: Phone No: '2-- 3 7- .� COMMENTS: C2 1( 1 z �_- z �W QQ� JU UO V) o V) III W = N LL WO �a Cf) = F. W z H O W 5 U� ON WW �O .z W U= O z INSPECTION RECORD Retain a copy with permit _13SPECtION NO. PE I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Project: Type of Inspection: � Sa/� R e's • t�1 � l t S H �' A 7 ti t Approved per applicable codes Corrections required prior to approval. 7 COMMENTS: � -(-� Address: 1 868 g g iPL Date Called: Special Instructions: / Date Wanted: a.m. 2 - -0 G rr rn, S 1, 4 0 A - ) .- Requester: Phone No: . , 5 3- alt - z. 0 7 Approved per applicable codes Corrections required prior to approval. 7 COMMENTS: f!2 / rr rn, S 1, 4 0 A - ) .- spe Date - 1 . 1Z. $58. REINSPECTI N FEE REQ RED. Prior Kitio nspection, fee must be aidat 6300 Southcenter Blvd., S ite 100. Cp sechedule reinspection. Receipt No.: Date: 7 z Z � W aa 0 JU UO UO. J = H C0 U - w UQ c d =w F- _ zX E- O W H �5 �0 U ON OH Ww F� W Z !11 U= O z i . r INSPECTION RECORD �'' •s Retain a copy with permit" INSPE ION NO. P T N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3q7 Project: Type of Inspection: Addre� : Date Called: Special Instructions: Date Wante? : � ., p.m. Requester: Phone No: Receipt No.: Date: i i :i i t i Z Z �W UO (0 0. CO W J = Cf) L WO LL Q = W Z t` i— O W UJ 25 U O- o�- WW H� LL O . Z' W N O Z tJ paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. I INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERMIT NO. CITY OF BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 -3 70 Proje t: V v `M/SOIV Type of Inspection: , Address: I l g (, 8 -v p Date Called: Special Instructions: Date Wanted: a.m. 0 - Z ! -- C: p.m. Requester: Phone No: ,'2 v6 `'s 6 1 9 Approved per applicable codes. O Corrections required prior to approval. COMMENTS: l _P. o ;ti Receipt No.: Date: :1 F s ector: Date ©— z.���� $58.00 REINSPEC ON FEE REQUIRED Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. w Z i� Z W �U UO 0 U) f- D LL WO u - = f.. W Z I— O W II— �5 UCl O N - WW H LL O Ill Z U =, O Z ti ^ .�� _ �: "�_... ,... -- � _ ProjeS.Lj 4A 1 4e5- Type of Ins ection: d 0� /N Ad A / .., ^L ' �- f Date Called: Special Instructions: Date W te d: h � a. m. Requester: P ne No: / D ��� 9 COMMENTS: c� 1'►f i / d G -/Q • v r T Z '~ W JU UO CO co LLJ J = CO U- WO U- Q co D = F . W Z H O W f— W UC O� C3 I-- WW U- O .. Z W U= O~ Z 7. I . JNSPECTION REt Retain ' a copy with permit /X - 36 Y INSPEC ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 i Project: N15-oiV C°5 Type of Inspection: „ =D&7` N Address: 1868 Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: 14 Corrections required prior to approval. Receipt No.: Date: Z Z W JU UO W = C0 IL W O u_ � = W z� ZO WW U O- 01- W LJ H� W Z U= O Z I--I paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit Jv INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project * 1,� Type of Inspection: Addre� � / Date Called: Special Instructions: V Date Wanted: a.m. P .M. Requeste Phone No: Fl Approved per applicable codes. Corrections required prior to approval f 2 Inspector: Date: �- Receipt No.; Date: 7 $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 CO co w J CO LL W O u_ N:D = �W Z t` W UJ �O U O� o�- W H� u. O. W Z to O F- z . .: INSPECTION RECORD Q057-"366 Retain a copy with permit INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: 'ohnson Type of Inspection: Conned io Address. 1 1 8 6 8 44 PI J Date Called: Special Instructions: Date Wanted: 2- 2-- 01 p.m. Requester: Shawn Phone No: � F] Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: ^ � 0 Receipt No.: Date: 7 $95.00 KUMPLLI IVN I KLLLUIKtu Prior to inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection, � 1 � Z W. QQ� JU UO CO J � CO) L WO 9-1 LL co =a �W Z F— H O W �5 U� O� 13 H W 2 H� L O Z W U= O Z Project: / h nScr) PS 1 - .lei l , C Type of Inspection: 5 D Address: Date Called: 8e5 V(0: -S l0 Special Instructions: Date Wanted: a vii 6 Requeste Phone N : COMMENTS: �= v Z ;h Z �W QQ � J U UO W J = F— N LL WO 9-J U- Q N� F- W Z= F- >` O W ~ W U� ON � F- WW FF U' O .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: Address: t' S Date Called: 16)1 31 ,0 � Special Instructions: C GS ' 50 / t`'IO ' ��5�(' Cf'1 O� Date Wanted: a.m: f OA/4) Requester: �Iel'wu Phone No: 17 Approved per applicable codes. EI Corrections required prior to approval. COMMENTS: 5 Li _ Inspector: ` ' Date: 1 V' toG ::] Receipt No.: Date: 7 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. .ors .c�`+.._.....»..�rT«: '1 t'••- m'^�Fr—..cT;". �.. :: ; "Ttd'". '`.}" _rvx, ri-Y +�r+v'1•.[�i'S Yr4i:�?• ,..s;P^/';w ^. «R...,.>•.si z �W QQ� JU UO (00 W = Cl) LL W O La C') _Cy �W Z= W O W U� OH WW LL O 111 z Cl) O z Proiec • Type of Inspection: n /—) 7 D 1' Address: yb 1K �y' l s, Date Called: Z� G/ Special instructions: 6LkS < ' 6 4tk J / 1' n Jt� "�"lf S Date Wanted: p a.m. U P .M. _ Request er: �i . AS S -a rJN SL � FV � 6n S Phone No: C �1�MJ ► I ' W , A �. Cori Vffll"/ /�►'� 1 f J� � f I '� f LE Z �~ W �QQ � JU UO (/) W = H N U. WO U. = a �. W Z F- O W ~ W U� 0 H WW H� UO .. Z W U= O F- 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 Approved per applicable codes. Corrections required prior to approval. , A Pr ject: Type of Inspection: r_ �� cam► I&I MA Address: ` L n Date Called: o i l7 Y J I , Special instructions: Date Wanted: a.m. ) , ` " p.m. E Requester: 1 n C`z 4 c Phone No: COMMENTS: L J C, Clan! v u-A-L 4 T It r(_ at " LD IL4w y?) ' ) C . f 4 Inspector: Date: 6 0 / 4 Receipt No.: Date: ?58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must b( paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectii Z �~ W JU UO CO co Lli �LL W O J u_ to d =W ? I— Zo �5 U� N 0 t_ WW H� �Z 111 L) O Z Projec :. 566 Type of Inspection: a Address: Date Called: �� U6 Special Instructions: Date Wanted: a.m. 1 I p.m. Reques r: , / ) . Q L I - 11, nz Phone No: COMMENTS: �1 , rw—, '- 1 w i l , , `/ r S )J T& Z = F" �~ W JU 00 (/) J = I.- U) LL W 0 �J U_ Q U� = !— _ Z x W O �5 U� 01- UJI W H� �Z LLI U= Z .;. a4;..».! t., ,;- ...- ;r,.:_.' .:s:''," .:;w,r .:v: =w _•;�••cr;.�.:,.. ia< .u..,.n.a�,.;nw+++.nw...,� .........,. INSPECTION RECORD �1 Retain a copy with permit `✓�� 3 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr t: O� , Type of Inspection: S Address: Date Called: f 3 C, k Special Instructions: Date Wanted: 8 a.m. 6/04 P.M. Requester: i^ r. j U k4l Phone No: Approved per applicable. codes. Corrections required prior to approval. COMMENTS: 50 3o/0(:� T1 h� c Inspector: � , 1 Date: � Aj Lo b 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 QQ� JU 0 (00 U) LLJ J = H NIL Wa r Io Z) co Z) =W ? I-- ZO LIJ W UL 0 I-- W W H L O •z W U= o� z INSPECTION RECORD �vS Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 � P 'e t: Type of Inspection: Addres : 1 q4 g q41 S. Date Called: Z < o Special Instructions: Date Wanted: a. m. > > p.m. Req ester �--- RA Ja Phone No: Approvled,eer applicable codes. Corrections required prior to approval. t„ COMMENTS: -" �y r Y G Inspector: Date: Receipt No.: Date: F1 $58.00 REINSPECTICIN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. a F� I� z = Z LU JU UO NO co LLl J = �LL .W O 9-1 LL �W z I- o z� W U o C 0 1— WW H� W Z U= O~ z INSPECTION RECORD Dos - 3 t, r Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa. 98188 206- 575 -4407 Project: �To N r-+ so N I <i� z> u- is CC Type of Inspection: Address: I Contact Person: Suite #: Jr\uoN Special Instructions: Phone No.: 2 �� j -Z �z �T pproved per applicable codes. /�tlj1 - '° fgrrections required prior to approval. COMMENTS: -- ON, - 'UiLDrNib- Needs Shift Inspection: Sprinklers. Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: cy Type: Inspector: (I- z Date: r 5 f v Hrs.: a.� $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 I z �z � W JU UO CO co W = � w LL= � = W �o z�- W w U� O- 0 F- W W H~ �O W z U co H O z s -' TS E F1111CO" A Engineering A FAX Date Sent: 10/17/05 Name Building Official Total pages: 5 From Terry Powell,P.E. Subject: Plan Review Response Project No.: Crane Plane #070301 Johnson Residence 11 8x 44 PI S (TSE #4662) COMMENTS: The garage front portal frames have been replaced with shearwalls. The concrete foundation wall is to be poured to a height which will limit the wood wall height to 6-0 °. See page 2 of this fax for the revised calculation and pages 3,4, & 5 for plan changes and detail. RECEIVED CITY OF TUKWILA OCT 2 0 2005 REVIEWED FOR PERMIT CENTER CODE COMPLIANCE MAY 2 4 ?006 City40f kwiaa INCOMPLETE 131 ITI_nTNr. M AITSTION LT R # 1 005-3(0(40 12930 N.E. 178th Street • Woodinville, WA. 98072 (425) 481 -6601 A FAX (425) 481 -6371 A tristate @netos.com z �z �w JU UO cn ❑ U) LLI I_ t— S2 LL w LLQ c❑ 1 �.. w z f- H O z i-- w w U O � ❑ t- wW XU �- O .z w U= O~ z '1N3wnoo(3 3Hl : iO Aii dno 3Hl Ol 3na Sl 1130IION SIHl NVHl NV310 SS31 SI 3WVN:J SIHl Ni 1N3Wnooa 3Hl 31 = 30I1ON iP� ltd `, °- ° — n O w cn cn 0 w w (n cn rn cn U) U) cn 5, ui �r a n ���� a a = Q.Q. -- � a�� .n n CD ................................. ............................... ............ .. .......�..�.. . _ ......... ............................ N 0 cu co ^ E z " LO N � a .! ....................................................... ............................... ............................................................ ............................... 4 � ►I � j � r 7 v �1 _ = m N 3 � 1. \ T L\ 1. 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D CL Q c� Q O r > >. •RIB ------------- Y�= r 1�1 A Lo* --- -- -------------- ------------ 24"sx 10" CONC 4 10' CT PAM' ROCK LEDGEI(SEE ELEW W1 (2) •4'S EA. LGBb (TYPE - FOUNDATION PLAN ti I Z Z w 00 (00 V) w W C0 LL W 2� 9-1 LL U) a W X Z 0 z F_ W W M 5 p a 0 cl) 0 of-- w w :c () F_ 0; z cf) o Z r -------- -------- --- -- -- - --- t ------------ FOUNDATION VENTS J k CRAWL SPACE 7 9, RL. BLACK VISQUEEN VAPOR BARRIER 2' L 18"44" Cp_Am 2 SPACE ACCESS (TYP) L2 F. (Typ) 4: 4x6" POST W1 POST VI$ASE 4 ON 300x8" CONC. W1 2 0 4'S EA, WA I P-5 (TYP•) ----------------------- FUF1 KNOCKOUT - co rt 2 ---- ----- - - - - -- AAA t G ONG. 0 2 x1o" )p F :i iii POST W1 POST 4XW , " CONC. PIE RS ON 2 #x8 ki F;Zg AWS W1 (2) EA. WAY IL CONC. SLAB 0/ COMP. FILL E FLOOR 3' TOWARD DOORS in b 1` K (2) 42N42"AO' CONC. FTG7—� 4 5 (4) 'S EA. WAY x r -------- Nr --- ----------- o 14" r PT 6x6" x&" ST RED O LT ITRIVE TO I 9 NLINED w --------------- 1 , - -------------- ... t 24"sx 10" CONC 4 10' CT PAM' ROCK LEDGEI(SEE ELEW W1 (2) •4'S EA. LGBb (TYPE - FOUNDATION PLAN ti I Z Z w 00 (00 V) w W C0 LL W 2� 9-1 LL U) a W X Z 0 z F_ W W M 5 p a 0 cl) 0 of-- w w :c () F_ 0; z cf) o Z 4 MIN 4 '?, 5�' . W.3 MIN. 36 DEE S �U. LANDI 3 B �--- -- - -- --- -- -- - - 4 - ----------- ----- -- -- -- -- -- (SAP. GL.) 4 XO R B 5 XOX ti o O O RNO MFG. GAS "DIRECT VENT" F/P o we � NOOK INSTALL PER MANUF. SPECS ,Q FAMILY ROOM _ 11 3 " I'- A. 4' -1 F (A (TYPJ LS �aM�cr °� ARCH ABV. 36" N. RAIL n 11 d ARCHWAY 1 " [ 111514 O DINING ROOM _� °� LAUN. ,n m m r 22 O etvroe B in 169 3 d BLDG LN I- vs " SC. WD. DR. +18 AFF ON DEL. ° ABV SE F CLOSER LAYER 3/4" PI YWD. 6- ARCHWAY C & FITTING) II' -5 • . BLDG LN ABV 1 _ 3 LIVING ROOM ALL WALLS AND CEILING UNDER 4 m UPPER FLOOR TO NAVE 5/8' `D o EN TR V? C AM (T APE I FINISH) m a U BLDG LN �) I I° QQ - -------------- - - - - -- - - - -; ABV AB . 3° i rz.4R.4CzE: T I I 5 3 I 4" 1 5 O/''COMP. FILL r aer� T I SLOPE FLOOR efOWARD DOORS 1 I I I I 5 FX .5 6 BV Fx 20 R If EEL RI R R K I6 8 O.H.D. PT 6x6" POST Z FURED OUT TO I6" �� n 4 LINED W/ RIVER ROCK N n L n n w 40'-0' .MAIN FLO R PLAN ,(W/ BONUS ROOM pa lofs i z z �w QQ JU UQ W= �-" D u. .w O 9 LL = w I— _ z HO W ~ LLJ 5 U� o�- w F- -0 llJ z CO O z v� J 0 D CONCRETE STEM WALL POURED AS REQUIRED TO MEET WOOD WALL HEIGHT LIMIT 6' -0" MAX SHOWN ABOVE WOOD WALL HEIGHT v � I I I w N N v N V s z f71 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARTHAN ALITY OF THE DOCUMENT. THIS NOTICE IT IS DUE TO THE QU �.^v •:•� -sue Q rv�A\ NIP ' A 1� 8 v N V s z f71 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARTHAN ALITY OF THE DOCUMENT. THIS NOTICE IT IS DUE TO THE QU �.^v •:•� -sue Q rv�A\ U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name f PER pAyv �5 A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. / 868 oy.?W PZ , s, City 7 W/Z .q W109 '91S/ State OMB No. 1660 -0008 Expire February 28, 2009 For. insurance Company Use: Policy Number Company NAIC Number .. As. F roperty uescrption toot ano rsioerc Numoers, i ax Yarcei Number, Legal uescnpaon, etc./ Z - /.Z - rte ' - /0 .v 4 -J3 , J3Lk -¢ / /LL m.�M �s /�G�/J1Jvc.✓ li�,P���'irS �lD��v. A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc,) A5. Latitude /Longitude: Lat. 4 ?' 4 97 0 G _Long. 1 ZZ , 2 7 6 G '7 Horizontal Datum: ❑ D 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood Insurance. J(/ /A A7. Building Diagram Number, /�Ii# A8. For a building with a crawl space or enclosure(s), provide: � A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) r ► sq ft a) Square footage of attached garage A1. , sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached arage enclosure(s) walls within 1.0 foot above adjacent grade 1 walls within 1.0 foot above adjacent grade 21 1 14 c) Totl net area of flood openings In A8.b X sq in c) Total net area of flood openings in A9.b // sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name 8 Community Number 7 B - 2. County Name B3. State B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone �3o33�oys7 Date Effective/Revised Date Zone(s) AO, use base flood depth) /"/Ay' /G /y9 /'/,VY 6 ���s 13. yd B10. B11. 812. Indicate the source of the JWe Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile FIRM ❑ Community Determined ❑ Other (Describe) Indicate elevation datum used for BFE in item B9: ❑ NGVD 1929 AVD 1988 ❑ Other (Describe) Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date // ❑ CBRS ❑ OPA ❑ Yes �KNo SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) , Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' inished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. ElevaUons -Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/Al -A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized - SS/VI - 1 /y1/l/ S/ ?F ____ Vertical Datum /yam y� r ho Conversion/Comments SU,Pd6YG� YE.��� i� D Check the measurement used. - �/ a) Top of bottom floor ( including basement, crawl space, or enclosure floor) �Z e339 f t ❑ meters (Puerto Rico only) b) Top of the next higher floor -- ��26 -, 7.3 1�k ❑ meters (Puerto Rico only) Z. c) Bottom of the lowest horizontal structural member (V Zones only) = /Z Z . 33 Q feet ❑ meters (Puerto Rico only) , r� d) Attached garage (top of slab) / - 5 Z Fh eeI ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 17 3 ["feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) �'¢ 4 [j feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) /` .5 [2 -feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation _ l y a Information. I certify that the Information on this Certificate represents my best efforts to Interpret the data available. I understand that any false statement may be punishable by fine or Imprisonment under 18 U.S. Code, Section 1001. O� t ❑ Check here if 9XIments are provided on back of form. 6 Certifer's Name License Number Title omany Mme •G, 18f,67 ��4 Address City State ZIP Code Signature Date Tel phone _ t �� r.���: �� ��7 ass -f F, � ._ FEMA Form 81 -31, February 2006 See reverse side for continuation. Replaces all . r i9�s editions �-- ynnatea... �r�. arx�tn�esYMa:! a1�6cP�rrxraae�sir.+:+ aYC�wr ,va:+av!8•xxx+�rax•v^�;�7�+:w t:.xmna�vrrSU�.;• acv= ��a� Ik�xa ^�fsat,�}v�g �; 1 . tt �Zqa(; �; �r; y 8Y'.' S, �^^ t' M�;* S!; �53 `��.`�_a,:r "•:�`x Z �W QQ� JU UO W= F- WLL. WO LL d U� = F- W Z >- O Z F- WW �o U 0H WW F=- H LL O Z W U= O F- Z • e' " IMPORTANT: In these spaces, copy the corresponding Information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Policy Number City State ZIP Code Company NAIC Number:: SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy bot sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Signature Date ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B. and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation Information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in SectiqLA Items 8 and /or 9 (see Page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is _ ❑ feet meters ❑ above or IJ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is _ ❑ feet ❑ meters [] above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. . SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements In Sections A, B, and E are correct to the best of my knowledge. j Property Owner's or Owner's Authorized Representative's Name S Address Citty State ZIP Code Signature ate Telephone (2aG 24 Z. 7715 $ Comments ❑ Check here If attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who Is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been Issued for ❑ New Construction ❑ Substantial improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters. (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum I Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions r r rn/rcrdtw.- , -y ..k �'" " "6 "ii:3�� • �( 7�1;' �Tl!' i�` ��" litr' �4Fti` �7 ,'!`c`t±Y' R x:' C.. a: N;' �Wi .!W}.;'r'rR`t`r.'Kiz'e*r'RIdY r. y it (t Z }�— Z W QQ � JU UO to o J = H to LL WO J LL co = W Z Z0 W W U� O� 0 I— WW H LL Z I.0 L) O Z Indemnification and Bold Harmless • T T • 1T and Permit temporary in Nature Reference Number(s) of Related Document(s): D05 -366 Grantor /Borrower: Verdayne Johnson, Permittee Grantee /Beneficiary: CITY OF TUKNVILA, a municipal corporation of King County, Washington Work Location: Right -of -way in front of 11868 44" P1. S. —parcel 334740 -0785 Abbreviated Work Description: Water meter and connection to water and sewer in 46th Pl. S. Installation of 24" drain pipe in 46th Pl. S ditch on a grade to match grades to the north. Overflow connection to catch basin in the 24" pipe. Cut limits 5'x 34' and 20'x 45', includes subgrade degradation due to cuts in the shoulder. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. Page 1 of `f z '~ w o_ 2 D JU UO CO J = ML wO LLQ ca D = a �w z �_O z�_ W W U� ON 01- W W u. O w z U= O z DATED this day of RLA S ( , 200_L0 GRANTOR(s): VerdayVjohnson, Individual GRANTOR(s): STATE OF WASHINGTON) ss. COUNTY OF KING ) On this day of A u ust , 200 6 , before me a Notary Public in and for the State of Washington, personally appeared Ve-Yda e- Jo n ,Snl� and , to me known to be the individual(O that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said individual, for the uses and purposes mentioned in this instrument, and on oath stated that he /she l -was /were authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. GE A. DFgc P • � �• �,� Name: AII C�, �. �2a cy (seal) s ; o��OTA,gy �'N �� NOTARY PUBLIC, in and for the State of 5 Washington, residing at N _, pU B LIG :' z Re n fo n �'�;��'•• s � - o ff .• o• 'i F My commission expires: 6 Page 2--of Z UO N O C0 W J = H 52 LL W LL U)d zw z� Z O U O -. O �- w w. U LL ui z P O� Z EXHIBIT A DEPICTION OF W ORK LOCATION(S) q l n ��c I x, � r ti O ti �► I ,��� ^rte 27 ZS 17' �0. N Al D 8 id rIVAVD ISA ) x 1, x ?O - -- ICJ T I � 78 ' r 3 L i s Z ,� F PVC L a.37 Z. . I 3 ry O Z "J J Page+ of z � w � JU 00 W� �LL w o �Q �D �w z ZO w 0 (j) o F- wW �z w o~ z DATED this ( SG day of r s� ;ic ` , 200 GRANTEE: CITY of TUKWILA Print Name: C: ) 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 his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. t, A. sio�r "►'�'( ����/ Name: .C��(.0 I (seal)o ?OT�T� STS NOTARY PUBLIC, in and for the State of s s Washington, residing at ti ?S ,. GA yl/ , 0 �wA�� My commission expires: I Page 3 of . w . ..,...�...�. _. ,:.�:. ... .,. ., ,. .�x,�.....,a:,.. ...:Lt. L t:..u...,,�.K.:.,.. » �k�: v �. I, i.. u.:,. n.., c.,:.:: r., ot.: a.;.•. �� :.s:.:ac:,:- i.c�.;..e.:.:..a:: .i�:s: «.::.a;::l:.:;, .:lit. ?;+s�:i�, Z iZ JU L) 0 Cl) o. CO) J � CO L W O �QQ LL Ca =W F- O z�- U� O N wW F - U LL 0. ..z U CO, Z o 1908 i �t2 City of Tukwila Steven M. Mullet, Mayor Department of Public Works James F. Morrow, P.E., Director MEMORANDUM TO: Laurie Anderson FROM: Laurie Werle DATE: March 23, 2007 SUBJECT: Johnson Residence 11868 44" P1 S Permit No.: D05 -366 Please draw a check in the amount of $6,945.00 (six thousand nine hundred forty -five dollars) to be payable to Verdayne Johnson, 11840 44` P1 S, Tukwila WA 98178. This check is reimbursement for overpayment of the pavement mitigation fee. The fee was recalculated after work was complete per Dave McPherson, Development Engineer, and Greg Villanueva, Public Works Inspector. Thank you! 2 3 im now, Publi Works Director Date 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 • Phone: 206 - 433 -0179 • Fax. 206- 431 -3665 z W JU 0 0 , W= J � CO LL w O 9 _ LL a �d =w F- 0 z�_ 25 U� CO O —: W of F- u. Z; W UN .O F z Z Z W 0 0 0 .co) UJ: W Z' J F_ S2 LL W O tL N Cy W Z x F_ 0 Z F_ W LLJ p. CO O WW x Z.) LL 0 Z CO: P 0 'March 22, 2007 : Johnson (SFR 11868 - 44th PL South DOS-366 (1) 03/22/07 PAVEMENT CUT MEASURED IN THE FIELD 216 SF x $5.00 SF $1,080.00. APPROX. REMAINING PAVEMENT LIFE IS (5 TO 7 YEARS). APPLICANT PAID $8,025.00 AND THEREFORE SHOULD BE REFUNDED $6,945.00. DHM (2) The cost of work within the City right-of-way could be based on the Engineers Estimate (or) the Contractors written bid. The cost of work on-site was based on the Engineers Estimate (and) there is no Contractors written bid in the file. I did not recalculate the Public Works Fee Estimate due to the lack of information. (3) There may be a $2,000.00 maintenance bond provided by the Applicant/owner. This should not apply, as there are no facilities being turned-over to the City. (4) Should be able to return $4,500.00 performance bond/cash when project is made final by Public Works. David McPherson Development Engineer Public Works Department p Z Z W 0 0 0 .co) UJ: W Z' J F_ S2 LL W O tL N Cy W Z x F_ 0 Z F_ W LLJ p. CO O WW x Z.) LL 0 Z CO: P 0 D C.) 0, CO 0' W= LL LLI 2 i �l .9 Ej U- 00 W O LLJ 5, D a cl) ;cl W W Z W co � 0 Z. 7 7 T - 44 6 ----- - --- . . ..... . ___� - — f_t� -tom cam. -- — ________ —� 7ooc� =`" 2 F.� 2 Z QQ L U; D 00. Co a co w W:r LL w 0 9 :3 U- < co :3 CY 1-- 0: z �- W LL I U c co �0— al-- , w W. 0, Z, 0 RECEIVED 2006 DEPARTMENT A'1 Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 1424559 Ave. S., Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same RECEIVED OCT 2 3 2006 DEVELOP "UNITY Do S -��� October 17, 2006 City of Tukwila Building Department Attn: Dave Larson Subject: Adjustment of Footing Width, Verdayne Johnson Single Family Residence, 11868 44th Place S., Tukwila, WA Dear Mr. Larson: Thank you for your evaluation of the base soil conditions at the new residence noted above. A subsequent site visit by this office confirmed that some soils along the south property line may have lower desirable design bearing pressures. It appears that the soils along that line were disturbed when the boundary drainage swale was constructed in that area subsequent to mass soil placement and compaction. Soils in the front, interior and north areas appeared acceptable, understanding that minor surface disturbance has occurred during fine grading for the footing and workmen traversing the area. The following is recommended: Increase the footing width on the rear wall and the south (right) wall from 16 inches to 24 inches for their entire length. Other wall footing widths do not need to be changed. Other factors such as height and steel requirements do not need to be changed. Relating to your concern about minimum coverage of the footing bearing zone at the southeast (right rear) corner, it does appear that they should have placed the footing deeper due to the proximity of the swale. I concur that a minor (1.5 to 2 foot high) retaining wall will be needed to protect that area of the footing from frost heave with the minimum 18 inches cover required. Please feel free to contact this office if you have any questions or suggestions. R acVeigh, .E. Civil Engineer EXPIRES: 4/2 johnsonv07 /0578 . . .: t , : .. t : ...... " _ 0 7...:.•.:,:. . �. . �,., a. �. - -:..,..: _..1�:: • .... ..... .c':.. r.,r'r «L %.':t'tvi .L+a »:k� .eit�uS:�'s :C7Y' 'SX�i.$.��+ sii:S' k �iAi4ri�::xlSrd': 7dyaa�4i� 'µwzl(iiG�AY Z �w LL.� D J U. UO Cl ) o C0 In J = N u. w� �a-J LL a N D = 0 �w z F- O Z w U 0 - - o E- w w LL O w z U= O Z City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Verdayne Johnson 11844 44 P1 S Tukwila, WA 98578 RE: Letter of Incomplete Application # 1 Development Permit Application D05 -366, Revision #1 Johnson Residence — I I8xx 44` PI S Dear Mr. Johnson: This letter is to inform you that the revision to your permit received at the City of Tukwila Permit Center on August 25, 2006 is determined to be incomplete. Before your application can continue the plan review process the following items from the following departments need to be addressed: Buildine Department: Allen Johannessen, at 206 431 -7163, if you have any questions concerning the attached memo. 1. Clearly highlight or cloud the area or location that references the revision. 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 person and will not be accented through the mail or by a n:esseneer service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, ± Jeifer arshall Te hnician Enclosures File: Permit File No. D05 -366 P;Uennifer \Incomplete Letters\2005 \D05 -366 Incomplete Ltr #1 to Rev LDOC i 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax. 206 - 431 -3665 z� Z W �2 D 0 CO) o CO LLj J I. I.— S2 LL WO J LL Q = Cy. LLI ? H 1--0 Z F— W U D .0— O H WW H F V - - U- O LLi z OH Z 1 11. City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Verdayne Johnson 11844 44 P1 S Tukwila, WA 98578 RE: Letter of Incomplete Application # 1 Development Permit Application D05 -366, Revision #1 Johnson Residence — I I8xx 44` PI S Dear Mr. Johnson: This letter is to inform you that the revision to your permit received at the City of Tukwila Permit Center on August 25, 2006 is determined to be incomplete. Before your application can continue the plan review process the following items from the following departments need to be addressed: Buildine Department: Allen Johannessen, at 206 431 -7163, if you have any questions concerning the attached memo. 1. Clearly highlight or cloud the area or location that references the revision. 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 person and will not be accented through the mail or by a n:esseneer service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, ± Jeifer arshall Te hnician Enclosures File: Permit File No. D05 -366 P;Uennifer \Incomplete Letters\2005 \D05 -366 Incomplete Ltr #1 to Rev LDOC i 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax. 206 - 431 -3665 z� Z W �2 D 0 CO) o CO LLj J I. I.— S2 LL WO J LL Q = Cy. LLI ? H 1--0 Z F— W U D .0— O H WW H F V - - U- O LLi z OH Z 1'' 1908 07 -28 -2006 VERDAYNEJOHNSON 11844 44 PL S TUKWILA WA 98178 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit Application No. D05 -366 11868 44 PL S TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 10/05/2005, has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 09/30/2006. If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 09/30/2006. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event you do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. xc: Permit File No. DOS -366 Z $Z �W aa D JU UO Cl) O CO LLJ J H S2 LL W } O } �J LL Q CO D = H =. ? H H O Z 1-- W UJ Dp ON C1 I-- W W. LL O . W Z CO O Z i 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 1 �i is �e7p City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Nto 1908 Z March 22, 2006 w Verdayne Johnson JU v o 11844 44 PI S Co w Tukwila, WA 98178 L N u_ w O RE: CORRECTION LETTER #3 Development Permit Application Number D05 -366 U Johnson Residence —11868 44 PI S cod Dear Mr. Johnson: w Z �. This letter is to infonn you of corrections that must be addressed before your development permit(s) can be approved. ; z O0. All correction requests from each department must be addressed at the s ame time and reflected on your drawings. I w w have enclosed comments from the Public Works Department. At this time the Building, Fire, and Planning Departments v o have no comments. o F Public Works Department: Jill Mosqueda, at (206) 431 -2449, if you have questions regarding the ui U attached memo. u- Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or ..Z v other documentation. The City requires that four (4) complete sets of revised plans; specifications and /or other X documentation be resubmitted with the appropriate revision block. Z 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 accented through the mail or by a messenPer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely e4 r arshall e it chnician encl xc: File No. D05 -366 P:Vennifer \Correction Lettcrs\2005\D05.366 Correction Ltr N3.DOC jent 206 - 431 -3665 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: Permit M Project Name: Review #: Date: Reviewer: CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards D05 -366 Johnson SFR 1186846 1h P1. S 3 03.21.2006 L. Jill Mosqueda, P.E. The City of Tukwila Public Works Department (PW) has the following comments regarding your application for the above permit. Please contact me at 206.431.2449, if you have any questions. Your permit application fee provides two reviews. You will be charged for the review of your response to this comment letter (review #4). Sheet 1 of 1 of the Civil Plans 1. This site is in a Flood -prone area designated by the City and approved by FEMA. Remove or reword the FEMA FLOOD ELEVATION CERTIFICATE to reflect City Policy 99 -01. The flood elevation is 10.4' 1929 NGVD. 2. This Sheet has so much information that it is difficult to determine what is actually being proposed. In addition, some vital information is missing. Therefore, please provide a second sheet that includes the items below. ON A SECOND PLAN SHEET 3. On a second plan sheet provide a site plan that shows the following. DO NOT SHOW water, sewer, or ;r r plan sheet shall show: Permit M Project Name: Review #: Date: Reviewer: CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards D05 -366 Johnson SFR 1186846 1h P1. S 3 03.21.2006 L. Jill Mosqueda, P.E. The City of Tukwila Public Works Department (PW) has the following comments regarding your application for the above permit. Please contact me at 206.431.2449, if you have any questions. Your permit application fee provides two reviews. You will be charged for the review of your response to this comment letter (review #4). Sheet 1 of 1 of the Civil Plans 1. This site is in a Flood -prone area designated by the City and approved by FEMA. Remove or reword the FEMA FLOOD ELEVATION CERTIFICATE to reflect City Policy 99 -01. The flood elevation is 10.4' 1929 NGVD. 2. This Sheet has so much information that it is difficult to determine what is actually being proposed. In addition, some vital information is missing. Therefore, please provide a second sheet that includes the items below. ON A SECOND PLAN SHEET 3. On a second plan sheet provide a site plan that shows the following. DO NOT SHOW water, sewer, or ! storm on this sheet. The elevations, locations and other items common to both sheets shall correlate. The j second plan sheet shall show: a) existing and proposed contours at the same datum. Provide elevations converted to 1929 NGVD. b) lot lines, f c) existing utilities, including the power pole and its supports, d) the ditch, e) the existing culverts (with invert elevations), ! fl scale, g) north arrow, j h) elevation datum(s) i) edge of pavement, j) right -of -way line, k) proposed access, i 1) proposed new lot line, z �z �w Q D JU UO N o CO W J = �w w LL Q D. = �. w z H O z F-- w Uj 0o U O N o�_ wW u. 0 ..z w U= O z m) proposed house location. 4. On the second sheet provide two cross sections drawn to scale, with elevations that match the plan view. a) One cross section shall run from the right -of -way to the rear property line approximately through the center of the property. The cross section shall include the existing and proposed elevations, house and its foundation. It shall include the finished floor elevation of the*house in both NAVD 1988 and NGVD 1929. b) The second cross section shall run across the property approximately 50' to 60' from the right -of- way. This cross section shall show existing and proposed elevations, the utilities, roadway and all other items proposed as part of this permit at the proposed elevations. z = Z � W. UO Co 0 . to W J = I- - NU W O LL Q. CO) d = W H Z E- O' z I—' W �p U O N, 0 W W `. Z W z W v =, o ~� z City of Tukwila Steven M. Mullet, Mayor J. I� Department of Community Development Steve Lancaster, Director 1905 March 15, 2006 Bruce S. MacVeigh, P.E. 14245 59 Av S Tukwila, WA 98168 RE: Request for Permit Application Extension Development Permit Application No. D05 -366 Johnson Residence -11868 44 PI S Dear Mr. MacVeigh: This letter is in response to your written request for an extension to Permit Application No. D05 -366. The Building Official has reviewed your letter and considered your request to extend the above referenced permit application. The City of Tukwila Building Division will be extending the expiration date of your permit application for an additional 180 days (through September 30 -2006). If you should have - any questions, please. contact: our office at (206) 431- 3670.. Sincerely; e ar shall e i Permit Technician File: Permit No. D05 -366 P:VennifeAExtension LettersTermit Applications\DOS -366 Application Extension.doc jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z �Z '~ W JU UO CO ca In J = CO LL W O LL Q co �. = a �W z �. H O z H W �p ON D t— W w. - Z O~ z f k � f � Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 1424559 Ave. S., Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same March 6, 2006 City of Tukwila DCD, Attn: Jennifer Marshall Tukwila, WA 98188 t4l"YM MAR 0 7 2006 "'RMR CENTER Subject: Verdayne Johnson Residential Permit, Permit #D05 -366, 11868 44th Place S., Tukwila, WA 98178 Dear Ms. Marshall: Request an administrative extension for 180 days for the above permit application. Per your letter dated March 3, 2006 the above permit expires April 3, 2006. The permit has taken longer than expected in that Public Works has required the future short plat for the site to be applied for and have preliminary approval as part of this residential permit. This includes plans for formal frontage improvements and drainage plans for the future fully developed site. While not anticipated, it is possible that the 180 days requested may be required due to the above complications. The short plat is being applied for concurrently with this letter to you. Thank you for our assistance. . -I/ G Iw . Bruce S. MacVeigh, P.E. Civil Engineer johnsonv06 /0578 /oc svt Du - D 5--IT VI, 1 50' W z '~ w UO w� U) LL W te a ' 5 LL a �D = �w z X ► O w 2 U� N o —� o� w XU LL W z. O ct) O z I 1908 03 -03 -2006 A VERDAYNE JOHNSON 11844 44 PL S TUKWILA WA 98178 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit Application No. D05 -366 11868 44 PL S TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 10/05/2005, has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 04/03/2006. If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 04/03/2006. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event you do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, vv & rshall Permit Technician xc: Permit File No. D05 -366 z z M W Q 2 J U U N C0 W J NU- WO �a U� = l. W z 1— F— O WH �5 U� O CO: � I— WW H FU- LL' O •. Z W N H � O Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ,� PLANNING DIVISION COMMENTS DATE: March 2, 2006 CONTACT: Verdayne Johnson RE: D05 -366 ADDRESS: 11868 44" Place South ZONING: LDR Planning Division of DCD has reviewed the application submitted. The application is approved subject to the following condition(s): I 1. The property contains two old lots of record that need to be eliminated in order for the home to meet the property setbacks. Prior to final approval of the house, the applicant must record a lot consolidation with King County or have preliminary approval of a short plat for the lot. z W WS JU U N 0 J F- LO LL. W O. LL ¢. cf) =w �o z �- w 5' � o L) o F- : :W w z U CO. z r ?x �•. a v+r 1908 January 24, 2006 Verdayne Johnson 11844 44 PI S Tukwila, WA 98178 City of TukWik Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #2 Development Permit Application Number D05 -366 Johnson Residence —11868 44 PI S Dear Mr. Johnson: 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 Building, Planning, and Public Works Departments. At this time the Fire Department has no comments. Building Department: Allen Johannessen, at (206) 431 -7163, if you have questions regarding the attached memo. Planning Department: Brandon Miles, at (206) 431 -3684, if you have questions regarding the attached memo. 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 riot be accepted throuzh the mail or by a messeujeer service. If you have any questions, please contact me at (206) 433 -7165. Sincerel pp� t ' r arshall t chnician encl xc: File No. D05 -366 RVennifer\Correction Letters\2005 \D05 -366 Correction Ltr #2.DOC jem Z Z �w a D JU UO (n 0 J = F-. S2 W w� U - cl) = a �w Z H E— O Z I— w U� ON o�- Ww L O .Z W U F- _ O Z .431 -3670 •Fax: 206- 431 -3665 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 Building Division Review Memo Date: January 20, 2006 Project Name: Johnson Residence Permit #: D05- 366 Plan Review: Allen Johannessen, Plans Examiner A Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 1 The relative flat lot topography and uncertain soil conditions, as reflected by the Geotechnical Evaluation report shall require additional plan details to show how the footings and crawlspace shall meet minimum height and depth requirements. The Geotechnical Site plans Notes: 'The crawlspace grade to match the outside grade. No footing drains required.) ". The footing base shall be a minimum 18 inches below finish grade and crawlspace shall maintain a minimum 18 inches clearance. * Revise foundation plan detail to be consistent with the Geotechnical Evaluation report. Example is where foundation may extend below finish grade of crawl space and exterior grade to meet the required footing depth while crawlspace shall meet height requirements. Another option is for the house to be slab on grade construction. (IRC Section R319, R403.1.3.2 and R403.1.4) 2 The house shall be elevated to meet code where the grade away from the foundation walls shall fall a minimum of 6 inches within the first 10 feet and meet FEMA requirements. Provide a revised site plan to show the revised elevations. The intent is that groundwater will not accumulate in the crawl space. (I RC R401.2) Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. Z �Z �w J U. UO N o CO W J S2 w wO Ua CJ) =w Z� 1--0 Z F-- w W U� O� o �- wW LL o w Z U= O F- Z t PLANNING DIVISION COMMENTS DATE: January 11, 2006 CONTACT: Verdayne Johnson RE: D05 -366 ADDRESS: 11868 44` Place ZONING: LDR Planning Division of DCD has reviewed the revision submitted. Planning staff has the following comments: 1. In the original comment letter Planning Staff specifically asked that the proposed house be shown on the survey. A survey was submitted but the home was not show on the survey document. 2. Additionally, the survey is not stamped or signed by the surveyor. 3. While minor in nature, the survey document has lot dimensions that vary from some of the plans, please correct these inaccuracies. 4. The existing lot line that delineates lot 12 and lot 13 needs to be eliminated through a lot consolidation process. The application for a lot consolidation is attached. d d i i j I , 1 ff f z z Z a � 2` JU UO Cl) CO W -jH U) U- W O L L cl) :3. Y d. �-W z = H F- O z F- U1 2p U O N` .o WW H (-y. u O. W z U= O z, .. ,r Permit #: Project Name: Review #: Date: Reviewer: CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards D05 -366 Johnson SFR 1186846 1h PI. S 2 01.24.2006 L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department (PW) has the following comments regarding your application for the above permit. Please contact me at 206.431.2449, if you have any questions. Your permit application fee provides two reviews. You will be charged for the review of your response to this comment letter (review #3). 1. Items from Comment #1 that were not adequately addressed: a) Second Lot: It is my understanding that this lot might be subdivided and another house built in the front. If this is so, and if this will occur within 5 years, the plans should include consideration for the second lot and associated impervious surface. For instance, you may want to install a sanitary sewer stub for the second lot. In addition, the storm drain design should allow for new construction and added impervious surface. It is cheaper to account for it now, than to have to retrofit later. b) Other sites in this area pass the percolation test. Please provide percolation tests or provide a soils analysis performed by a geotechnical engineer who meets the City's definitions per TMC 18.06.264 and 18.06.268, as required by the 1998 King County Surface Water Design Manual. Either of these is satisfactory documentation that the site will not percolate. Falling Head Test form attached and available on Public Work's website. c) The " Perforated Tightline Connection excerpt from the 1998 KCSWDM shown on the site plan states that the perforated vine section can not be placed under driveways or impervious surfaces, vet the plan shows it placed under a driveway Please resolve this conflict. d) Provide a pavement patch x- section for the cuts. e) Provide the elevation at the connection to the sewer main and at the house or in some way support the requirement for a minimum 2% slope for the sewer. Use the same datum as the survey for these elevations. z �w QQ JU vo N o J = �w wo U - (n D = �w z F- z� W w U� oN o�- w L O w z CO O F- z 1 DRAINAGE 1. This project triggers a Targeted Drainage Review. The drainage design must meet the requirements in the Targeted Drainage Review in the 1998 King County Surface Water Design Manual. 2. This site has some conditions that need to be accounted for in the drainage design. Z • The property is in a designated flood -prone area. It is flat and it drains to the Green River W through a flap gate that closes when the river reaches 10.4' (1929 NGVD). QQ 2 • The ditch to the east of the property is not maintained by BNSF and causes localized flooding JU U o the area. Surface water from new impervious surfaces can not drain to this ditch. i n w • The ditch in 46 Pl. S. is nearly flat and can not accept additional direct discharge without = n U_ possibility of negatively affecting other properties. UJ 0 • The drainage system in the street has not been designed to provide detention capacity for 9 private development. N a = • Other properties in the area percolate. W _ Z F-- • TMC 11.12.070 requires drainage improvements for the full frontage. Based on known z O problems in the area, the drainpipe will need to be at least 24" in diameter. W UJ U� 3. The plans have some design issues that need to be considered: O� ° �_ • The plans show connections for an additional house, leading one to expect a future short plat is w intended. This impervious surface, not currently accounted for, would trigger full drainage LL — z r eview and should be accounted for in the drainage design. w co U • CB #1 rim elevation is 14.0 (10.58) and the invert elevation is 10.07 (6.65). The ditch invert is z �. 12 (8.58). This condition will allow water from the ditch to flow into the proposed system. 4. Provide a 24" drain pipe in 46` Pl. S that runs the full length of the property and connects to the culvert to the north. Set the pipe to match the grade to the north. 5. Since this site can not direct discharge to the ditches and since no percolation tests were provided, the following recommendation have been approved by Ryan Larson, Sr. Surface Water Engineer: • Place the roof downspout drains in a french drain that has been designed to accommodate two residences, the driveways, and soils that do not percolate. This will most likely require over excavation and replacement with appropriate soils. Place the trench outside of the travel way and in a location where it will not be compacted. Use perforated pipe and connect the overflow to the 24" drainpipe in the ROW using a catch basin. Size the trench and the pipe to accommodate any future impervious surfaces associated with a short plat. FOOTING DRAINS 6. The civil plans indicate that the crawl space grade will match the outside grade. This is not reflected on the building plans. The building plans and the civil plans must match. If the building plans are not revised and footing drains are the alternative, please note that the footing drains can not connect to the ditch in 49` Pl. S., due to existing and ongoing problems with drainage in the area. SANITARY SEWER 7. Please provide invert elevations at the manhole and at the two stubs shown on the site plan. Rim elevations are not acceptable when calculating slope. (second request) COST ESTIMATES Provide a revised cost estimate that accounts for the drainage design changes. z H Z � V UO WO w= CO LL WO J u. a CO) d =w z �. �O z H- w w U� O N. .0H = U U- ~O .. Z W U N O H Z t �E A ¢4�� 1908 November 17, 2005 Verdayne Johnson 11844 44 P1 S Tukwila, WA 98178 r� City Of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D05 -366 Johnson Residence —11868 44 PI S Dear Mr. Johnson: 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 Planning and Public Works Departments. At this time the Building, and Fire Departments have no comments.: : Planning Department: Brandon Miles, at (206) 431 -3684, if you have questions regarding the attached memo. 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) con:ylete 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 versa: and will not be accented through the mail or by a nressenzer service. If you have any questions, please contact me at (206) 433 -7165. Sincerel , e n er arshall Permi echnician encl xc: File No. DOS -366 PNennirerConection Letters\D05.366 Correction Ltr#LDOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 j, t .. a..i��',.>`. ..S:u .:�- s�.+. .:.4::�•.uiGlfi+':: . *zx:,:F:: Ui:r7x, s>:+<» s,: ud�r.':; kS:. �s. ya: i= s«`+ 4iuce :�I:iS'.i'awci37ux;L[i =�: BLS e. s�� :.;.rG::::. %+. ::v= '.�I1kr`(>i'.vs'Cr�: kid •'Lxu%1}wliN'•i1*+ytw..:+;;7e. "' .ii.G.?a1 z �z �w QQ JU UO No �w w 0 U _ co = �w z E--. �0 z~ �5 �0 O Co. o E- ww �P LL 0 W z U =. O z PLANNING DIVISION COMMENTS z Z w QJ U' UO N O J = H co U- W O: � LLQ = �W z� I- O z I- W LU �p U O N. OH WW H �. LL O .z W U� H F; O z �Y CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ci.tukwila.wa.us Permit #: Project Name: Review #: Date: Reviewer: Development Guidelines and Design and Construction Standards D05 -366 Johnson Residence 11868 44 PI S 1 10.26.2005 L. Jill Mosqueda, P.E. The City of Tukwila Public Works Department (PW) has the following comments regarding your application for the above permit. Please contact me at 206.431.2449, if you have any questions. 1. PW issues a Type C permit as part of the building permit. For the Type C permit, PW collects a base application and plan review fee when the application is submitted. The fee pays for two reviews. Public Works charges for additional reviews. 2. The Public Works' Development Guidelines and Design and Construction Standards is available at www.ci.tukwila.wa.us 3. Provide an Engineer's Estimate, using current values, for the work onsite. Do not use Bulletin retired by Public Works for the estimate. 4. Provide an Engineer's Estimate for the work in the right -of -way. Do not use Bulletin retired by Public Works for the estimate. 5. Second Lot: It is my understanding that this lot might be subdivided and another house built in the front. If this is so, and if this will occur within 5 years, the plans should include consideration for the second lot and associated impervious surface. For instance, you may want to install a sanitary sewer stub for the second lot . In addition, the storm drain design should allow for new construction and added impervious surface. It is cheaper to account for it now, than to have to retrofit later. 6. STORM DRAINAGE: a) Other sites in this area pass the percolation test. Please provide percolation tests or provide a soils analysis performed by a geotechnical engineer who meets the City's definitions per TMC 18.06.264 and 18.06.268, as required by the 1998 King County Surface Water Design Manual. Either of these is satisfactory documentation that the site will not percolate. Falling Head Test form attached and available on Public Work's website. b) The " Perforated Tightline Connection excerpt from the 1998 KCSWDM shown on the site plan states that the perforated pive section can not be placed under driveways or impervious surfaces, yet the plan shows it placed under a driveway. Please resolve this conflict. 7. Show all cut limits in the right -of -way (water, sewer, gas). Pavement mitigation fee will be $7.50 /SF of pavement cut. z z �w 2 D JU UO N CO LLI J = �LL w Ua (1) :D i �w z �o z i-- �o o 0 F- wW �o w z U= O z t E V f 8. Provide a pavement patch x- section for the cuts. 9. SURVEY: a) Provide a survey showing parcel corners, structures within 20' of the ,property lines, and topography at 5' intervals. We require this because the lot is so narrow and it is difficult to determine proximity to structures on adjoining properties. Without knowing where the property actually sits, I can not assess impacts to neighboring properties. I also can not evaluate proposed cut and fill on the site and I can not verify your cut and fill volumes. The site plan says there will be no cut and fill, the application says there will 350 COY of cut and fill, and there are no topography existing and proposed topography.lines as required by PW Development Guidelines and Design and Construction Standards. b) You will also need the surveyor for the Flood Zone Elevation Certification ( per Policy 99 -01) 10. SANITARY SEWER: Provide the elevation at the connection to the sewer main and at the house or in some way support the requirement for a minimum 2% slope for the sewer. Use the same datum as the survey for these elevations. z Wiz. �W � D U UO CO W J: F- D LL Wo �a-J L ?. U) = W z� z �- 25 U O CO) O F-. W UJ O: .. z. W O Z s 1908 j 0 October 7, 2005 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Verdayne Johnson 11844 44 PI S Tukwila, WA 98578 RE: Letter of Incomplete Application # 1 Development Permit Application D05 -366 Johnson Residence — I I8xx 44` PIS Dear Mr. Johnson: This letter is to inform you that your application received at the City of Tukwila Permit Center on October 5, 2005 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following departments need to be addressed: Building Department: Allen Johannessen, at 206 431 -7163, if you have any questions concerning the attached memo. Planning Department: Brandon Miles, at 206 431 -3684, if you have any 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 person and will not be accented through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Je m er Marshall Permit Technician Enclosures File: Permit File No. D05 -366 PMennifeAIncomplete Letters\D05 -366 Incomplete Ur #LDOC W c p '• Z �W WU UO ND J = E- N U WO U. (0 d = W H F— O Z H W W UO O �. Q I•- W W H� LL O W Z U =. O F- Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 z d Determination of Completeness Memo Date: October 6, 2005 Project Name: Johnson Residence Permit #: D05 -366 Plan Review: Allen Johannessen, Plans Examiner A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. PLAN SUBMITTALS: (Min. size 11 x1 7 to maximum size of 2436; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) f 1 The framing plan on page (7) shows two beam support columns (4x12) each side of the garage with no hardware specified for connections. In addition, the front garages lateral restraint panels shown as 22.5 inches exceed the minimum for 24 -inch wide panels per 1RC R602.10.11 Exception (1). a) Show details that specify hardware connections for the two beam support- columns each side of the garage where the beam connects to the columns and show column hold -down connections to the foundation that meet code requirements for seismic and wind loads. b) Provide engineered calculations and details that shall qualify the front lateral restraint panels shall E meet code for that size panel or redesign the lateral restraint panels. c) Details for items (a) and (b) shall be shown on the plans. i j Should there be questions concerning the above requirements, contact the Building Division at 206431- 1 3670. No further comments at this time. Z �- W C D JU UO ND CO LU W = S2 U. w� UQ W :D = a �w Z Wo w �o U ON 0 1-- WW LL z ui P_ O� Z PLANNING DIVISION COMMENTS DATE: October 6, 2005 CONTACT: Verdayne Johnson RE: D05 -366 ADDRESS: 118xx 44` PL S ZONING: Low Density Residential (LDR) Planning Division of DCD has reviewed the above permit that was submitted on October 5, 2005. Planning has reviewed the items that were submitted and cannot approve the plans as submitted. 1. Planning is unable to determine if the proposed house will be able to meet the side setback requirements on the south property line. The site map shows a setback of five feet, however, it the house has an overhang f approximately two feet. The roof may overhang into the setback g PP Y Y g ? area, but the overhang cannot be greater than 18 inches. Additionally, there the columns in the front of the house appear to be in the side setback areas. A possible solution is to move the house one foot north in order to meet setbacks.. Also, when you resubmit label the elevations as north, south, east, and west. Do not label as front, right, left, and rear. z '~ w � JU UO (j)0 J � N LL W O 9-1 LL? = d. �-W z� �o w �5 �p ON C1 f- W W. F� U- F- .. Z W UN O Z AhM Trucking and Development, Inc. P 0'ZVV10_VVe1&AT_ WA Contr. # ASMTRTD947K4 PO Box 13334 Des Moines, WA 98198 7) 206 -226 -2303 3 «BID PROPOSAL» Proposal submitted to: A _,P � k Mailing address: j 9 City: :1,6:k 14C WA ZIP: 1�Z Phone: Job location: rte ► 11� Cost $ Sales Tax $ --- Total Dollars $ 7 Payment to be, made as follows: Proposed bid Contract Acceptance of Proposal: Date: The above prices, specifications and conditions are satisfactory and are hereby accepted. ASM Trucking and Development, Inc. is authorized to perform the work as specified. Customer acknowledges that if any unforseen circumstances arise, the contractor may initiate a change order process requiring signatures from contractor and customer. Payment will be made as outlined above. Customer acknowledges "Notice to Customer" regarding lien laws of Washington. See Reverse Side and Sign. Payment Terms: Net 30 days. Interest will accrue at the rate of 5% per month on past due accounts. The defaulting parties will pay reasonable attorney fees and court costs incurred by non - defaulting party in enforcing the above contract. Signature: Date: Signature: Date: Z �z �W qq JU UO W= H NW WO r r �J Ud ND = �W Z H F_ O Z W W U� O - OH W O W Z U= O Z A6M Trucking and Development, lnc. WA Contr.# ASMTRTD947K4 PO Box 13334 Des Moines, WA 98198 We are pleased to have the opportunity to work with you on this job. The WA State contractor's registration law, RCW 18.27.114 requires us to send you this notice as part of the routine of z conducting business. _ '~ w NOTICE TO CUSTOMER: Q JU 0 This contractor is registered with the state of Washington, registration no. ASMTRTD947K4, as CO o a general contractor and has posted with the state of Washington a bond or deposit of $12,000 for U) w w � the purpose of satisfying claims against the contractor for breach of contract including negligent CO u,. or improper work in the conduct of the contractor's business. The expiration date of this W 0 contractor's registration is 5/24/08. THIS BOND OR DEPOSIT MIGHT NOT BE SUFFICIENT TO COVER A CLAIM U . = d THAT MIGHT ARISE FROM THE WORK DONE UNDER YOUR CONTRACT w z This bond or deposit is not for your exclusive use because it covers all work performed by this z contractor. The bond or deposit is intended to pay valid claims up to $12,000 that you and other ? o customers, suppliers, subcontractors, or taxing authorities may have. v co O -- off FOR GREATER PROTECTION, YOU MAY WITHHOLD A PERCENTAGE OF YOUR = w CONTRACT. F U o You may withhold a contractually defined percentage of your construction contract as retainage v N for a stated period of time to provide protection to you and help insure that your project will be o completed as required by your contract. z YOUR PROPERTY MAY BE LIENED. If a supplier of materials used in your construction project or an employee or subcontractor of your contractor or subcontractors is not paid, your property may be liened to force payment and you could pay twice for the same work. FOR ADDITIONAL PROTECTION YOU MAY REQUEST THE CONTRACTOR TO PROVIDE YOU WITH ORIGINAL "LIEN RELEASE" DOCUMENTS FROM EACH SUPPLIER OR SUBCONTRACTOR AT YOUR PROJECT. The contractor is required to provide you with further information about lien release documents if you request it. General information is also available from the state Department of Labor and Industries. Acknowledgement of Receipt of Notice to Customer: Customer's Signature Date BULLETIN A2 -.TYPE C PERMIT FEE ESTIMATE PLAN REVIE\ ;ND APPROVAL FEES DUE WITH AI .ICATION P may adjust estimated fees PROJECT NAME C L :PYIW * MI PERMIT # If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE $250(l) 2. Enter total construction cost for each improvement c tegory: General �I Erosion prevention 0 Water _•L Sewer 1 r<10 Storm water 3 D�t0 Road /Parking /Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) $ (4) 5. GRADING Plan Review and Permit Fees - $ (5) Enter total excavation volume * � cubic yards Enter total fill volume 35th cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51-100 $23.50 101-1,000 $37.00 1,001-10,000 $49.25 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,0 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. 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 Revised 06.07.04 PD5 , 3(p& z �w 00 Cl) 0 J = C/) LL w LLQ (D D = �w z X F- 1--0 w �5 U (D_ o�_ (W W 3:U LL —0 ui z U= O z BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW ma y adjust estimated fees 6. Permit Issuance /inspection Fee (B +C +D) $ (6) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1 B to estimate the pavement mitigation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (p er SF of lane width 20 -15 100% $10.00 15-10(75%) $7.50 10-7(50%) $5.00 7-5(33%) $3.30 5-2(25%) $2.50 2 -1 10% $1.00 0 -1 $0.00 8... GRADING Permit Review Fee $ (8) Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 101-1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fr action t hereof. 1,001 - 10,000 $194.50 for 1s` 1000 CY plus $14.50 for each additional 1,000 or fr action thereof. 10,001 - 100,000 $325.00 for the 1 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof . 100,001 or more $919.00 for 1 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 2 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 z Z a � JU 00 C/) co LU J = U) U. w LL Q co : = �w z i— O w ~ w U� O� off wW F� L ..z w CO) 0 1-, z BULLETIN A2 I YPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS.. A. Water Meter- Deduct ($25) B. Flood Control Zone ($50) C. Water Meter - Permanent* D. Water Meter - Water only* E. Water Meter - Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) B. Allentown Sewer (Ordinance 1777) C. Ryan Hill Water (Ordinance 1777) D. Special Connection (TMC Title 14) E. Duwamish F. ' Storm Drainage Mitigation G. Other Fees DUE WHEN PERMIT IS ISSUED $ $ Total A through G $_ (6+7 +8 +9 +10) $. ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. Approved 09.25.02 3 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 (10) z i� '~ w oc � 0 JU UO CO co W J = I- - to U - WO J U? C a =W �-- _ ? t- Wo U� O� O �- WW �O .z W z Project Name Project Address Parcel numbers PW Review Check List Project # P PW permit (s) B Building per mit s L Land Use permits: L D ation Conditions Met N N k Previous Permits in P+ Does project need a "P" #? t t s Flood Zone T Type A Allentown Flood Prone e eS T Type B Water meter permanent 3 ( �' T Type C ✓ ✓ S Water meter deduct - -- T Type D Water meter water only T Type E Water meter temporary - -- T Type F Water district Sewer district � �� S Septic Drainage basin L2 detention - -- Infiltration restriction SAO Pavement remaining life r rte' -io YR 15 d Pavement is less than three ears old Backflow prevention Water Fire - --• Irrigation Frontage improvements TMC 11.12 e e s Frontage improvements waived Under grounding per TMC 11.28 Under grounding waived Street Vacation • •— Turnover Developer Reimbursement Agreement Development Agreement - -- Encroachment - -- Dedication - ---' Private road to PW standards Public road - -� Dead End & Landscape Island Hammerhead Turning restrictions - --�' Signal - -- Shared infrastructure — —' Grease interceptor _ _-- zz SZ '~ W � J0 00 cf) CO W J = LD U. w 95 LL (1) = �w z Zo W Ul U� O CO 0H wW �F- �- o w z CO 0 z ACTIONS Backflow e-mail to Han Backflow from Operations Pavement Age Joint side sewer Water plans �5 Sewer plans P s Surface water plans -es Road plans { s Street lighting lans --� Cyndy Knighton Jim Morrow -- Pat Brodin Bryan Still John Howat Ryan Larson Robin Tischmak Mike Cusick Building Department -- z w J V. UO co CO w J = � w wa �d 1-- z f-. W 2 U� ;O N. W w. f- u. O w .. Z. p_ O Z i l k i Submittals Application Engineer estimate - ROW 4 (, $ Engineer estimate - onsite Plans Water concurrenc -r-- Sewer concurrenc -- SW concurrenc -- Water availability Sewer availability — KC sewer Use Certificate KC septic approval ---- Traffic safety stud Technical Information Report Geotechnical report Street Lighting calculations --- State of Washington current water right permit for wells King County Industrial Waste Discharge approval King County DNR approval for connection to interceptor line r ,.ae� �aT� =Z D JU UO N o W � U. =w fit, l 2 - 3 J� w' �Eh1 I- CO w LL Iii z ��Sr ry •, 1 1 Before Issue: Water meter WO# S 1 Fee Sheet in permit files YC s Pavement Mitigation in P+ es Charged for extra reviews in P+ es - Completed the description 1 7N$ Completed comments 4•v't' {v }`H <f Me' a Y k .gib Right-of-way Hold Harmless LE ROW Insurance_ ROW Financial Guarantee Work Zone Traffic Plan SAO Hold Harmless KC Metro approval for sewer connection to metro line ROW Hold Harmless to Gail W P IRS° SAO Hold Harmless to Gail z Z �W i D UO D CO =" F N LL S W O G LLD � d =w z �... z o. W UJ �o U O N D F-- WW U LL ~O itl z CO H _ O z Close -out Before Final z �z '~ w D U Uo CO 0 CO) CO L w U. C� = a �w z �- O R 25 Do oCo o �- ww LL z CO o� z Charge for revision P+ Financial Guarantee Release Right -of -way Hold Harmless To Gail: SAO Hold Harmless To Gail: Recording #: MAINTENANCE AGREEMENTS Surface Water To Gail: Recording #: Shared infrastructure To Gail: Recording # Grease interceptor To Gail: Recording Landscape Island Maintenance Agreement To Gail: Recording # EASEMENTS Access To Gail: Recording # Utility To Gail: Recording # Shared side sewer To Gail: Recording # Underground Waiver To Gail: Recording # No Protest LID To Gail: Signal loops To Gail: Water meters on private property To Gail: To Gail: z �z '~ w D U Uo CO 0 CO) CO L w U. C� = a �w z �- O R 25 Do oCo o �- ww LL z CO o� z 1 PW FEES AND FINANCIAL GUARANTEES Permit Number Date a s z . 00 PW Development Engineer WO, Construction Cost estimates Onsite 10 T ►M� Right -of -way 4(01 t Number of Correction Letters 3 Number of Revisions Pavement mitigation fee calculation Pavement is less than three years old and can not be cut. --- Estimated remaining pavement life S %. Charge per square foot of cut $ - 4-- s Estimated cut area before issuance Pavement mitigation feeOs"" Transportation mitigation fee calculation (Ord. 2111) 1 p Zone Use Unit of measure Fee /Unit of Measure Fee Assessments Allentown Water 15- 6SS. 2 CD Allentown Sewer !0 1 ��• v sss�: Z d �° 1 z c) Ryan Hill Water Duwamish /Foster Sewer LID Water LID Sewer Financial Guarantees Performance ROW (150% of Estimate) --- — Performance onsite (150 %of estimate) Performance Subdivision Illumination Maintenance ROW (10% of Estimate) ate, Job N J On oa Maintenance Subdivision Illumination (10% of construction / j 7 4,-, cost) z ;= z w u� D UQ CO W J = T Wo LL CO 0 = �. W z �o w UJ �o U o - 0 �- W F- �o ..z UC F= F- O z A PEHMANFNT FILE COPY Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59 Ave. S., Tukwila, WA 98168 CITY of TUKWILA Office: (206) 242 -7665 Fax: Same JAN 0 5 2006 PERMIT CENTER January 4, 2006 Subject: Ri t -of -Way Construction Cost Estimate, Verdayne Johnson Single Family Residence, I -8XX 44th Place S., Tukwila, WA //8K0 COST ESTIMATE ITEM 1 Erosion control, to include some silt fence and possible straw bales in existing frontage ditch, with an allowance for re- seeding of disturbed areas. ITEM 2 Clear and grub and disposed of debris. REC =Iil1=L MAY 18 2006 TUKWILA PUBLIC WORKS LUMP SUM $ 500.00 LUMP SUM $ 125.00 ITEM 3 Storm system, to include approx. 30 LF of 12" ADS culvert at $20/LF and approx. 15 LF 6" PVC at $15/LF, to include riprap. UNIT COSTS $ 825.00 ITEM 4 Sanitary sewer, 6" PVC from main to property line,.incl. connection to main and road restoration. LUMP SUM $3,442.00 ITEM 5 Water line, 3/4" from main to property line,'including a second line for future second residence, and meter bases/boxes for both, to include pavement restoration. LUMP SUM. $3,120.00 .ITEM 6 Wired utilities, drops and hand holes, including 4" conduit for electrical and 3" conduit for CATV and telephone lines, from power pole to property line. ITEM 7 Gas service, from street line to property line, to include pavement restoration. LUMP SUM $ 1,000.00 LUMP SUM $ 800.00 CORRECTION LTRff I I poS—�.�- o(� z Z '~ w � D 00 J = S2 U_ w 0 �_J U. _ � =w z i-- �0 w ~ W U� ON o� w LL O w z co O f- z ITEM 8 Driveway, structural fill at ditch, grade and layout preparation and paving with asphalt. Width 10' with 15' radii. LUMP SUM $ 1,500.00 TOTAL $11,312.00 SALES TAX @ 8.8% $ 995.46 f TOTAL, INCL. SALES TAX $12,307.46 TOTAL, INCL. SALES TAX AND 50% CONTINGENCY $18,461.18 Please note that many of the above cost estimates were extracted from a formal bid by a contractor bidding on the work for the site. d Bm ee Mac ei h �� OF W es$r Civil Engineer g E �'��� johnsonv02 /0578 Y . 8657 V EXPIRES: 4/24/ C' 7 l f z '�. w . � D UQ N Cl) LU J H S2 u. W 0 2� L L �D = �w z �-O z F-- U� O N C1 H W W. (U tL Z. ui co O� z PERMANENT FILE COPY' Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 1424559 Ave. S., Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same January 4, 2006 Subject: On -Site Construction Cost Estimate Verdayne Johnson Single Family Residence, kHPG� 44th Place S., Tukwila, WA COST ESTIMATE RECEIVED CITY OF TUMIIA JAN 0 5 ?0G:a PERMIT CEIV'I'ER RECEIVED MAY 18 2006 TUKWILA PUBLIC WORKS Note: The following items are for site work and do not include costs of construction of the actual residence. ITEM 1 Erosion control to include approx. 600 LF silt fence and 10' by 160' construction entrance. (Note that only a 25' long construction entrance is required, however the owner is budgeting for the longer entrance at his option.) LUMP SUM $ 3,850.00 ITEM 2 Clear and grub , and disposed of debris. LUMP SUM $ 4,600.00 ITEM 3 Storm system to include approx. 160 LF 6" PVC and four Type 1 catch basins, LUMP SUM $ 5,590.00 ITEM 4 Sanitary sewer, 6" PVC from property line to house, incl. addition stub for possible future second residence. LUMP SUM $ 3,383.00 ITEM 5 Water line, 3/4" from property line to house. LUMP SUM $ 1,040.00 ITEM 6 Gas service from property line, to house. LUMP SUM $ 800.00 ITEM 7 r Driveway, 10' wide by approx. 165' long, asphalt, to- include parking pad in front of garage. LUMP SUM $ 7,000.00 TOTAL $30,208.00 CORRECTION LTR r - Z w a j JU UO N 0 w� S2 U. wo 9� U. < �D = �w z 1--0 z I-- w U� o � o� w LL O ui z U= o� z SALES TAX @ 8.8% $ 2,658.30 TOTAL, INCL. SALES TAX $32,866.30 TOTAL, INCL. SALES TAX AND 50% CONTINGENCY $49,299.46 Please note that many of the above cost estimates were extracted from a formal bid by a contractor bidding on the work for the site. �-� G� S. Il�laoy, Bruce S. MacVeigh, P.E. o Wes, ter Civil Engineer �'� w y ', johnsonv03 /0578 18657 rJ 'U C, ARCS: 4124/ Q z Iz � J U U0 J f- S2 LL WO LL co) a =W �_ 1-- Z H-' 5 U� O N, WW �O .• Z W to O Z I _"-' PERMANENT FILE QPy Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 1424559 Ave. S., Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same CORRECTION LT Rd"' 1 t)C9=W January 4, 2006 Subject: Verification of Adequate Sewer Line Fall, Verdayne Johnson Single Family Residence, ��44th Place S., Tukwila, WA M "'e RECEIVED CITY OF TUKWIIA JAN 0 5 2006 �U --��CENTER ce S. MacVeigh, PERMIT G� �1a Civil Engineer j o� AsI'f o hnsonv04 /0578 Per attached calculations, the following data have been determined: 1E of 8" line in street at stub location = 8.12 IE of 6" stub at street connection = 8.20 RECEI IE of 6" at house =12.20 Cover over 6" line =1.7' (side yard area) MAY 18 2006 Total length = 200' Resulting slope = 2.0% TUKWILA PUBLIC WORKS Shallowest cover under pavement (at house end of driveway) = 2.4' The above elevations are in NAVD 1988 datum z ;� z �w UO NO J = SLL 2 w� U. < cr)d = w z� }- o w �O Uj o O �- w F- LL z u.i U= P Y z P7 Z -jo 0, m z , * 0- —4 n 6.4 :rn X m :;v 0 O C .cc �m 1-i z 0-4 M . c W -n K. , n — Cl) m m 0 c Z z II lot A)e 4 1 2 a el-Z 2, zhv PERMIFNT FILE Cc Bruce S. MacVeigh, P.E RECEIVED Civil Engineer /Small Site Geotechnical CITY OF TUKWILA 1424559 Ave. S., Tukwila, WA 98168 JAN 0 5 2006 Office: (206) 242 -7665 Fax Same PERMIT CENTER October 4, 2005/Revised January 4, 2006 Subject: Geotechnical Evaluation for On -Site Infiltration, New Residence at H SHM 44th Place S., Tukwila, WA (Parcel No.: 334740 -0785) (Verdayne Johnson) 1. The purpose of this evaluation is to determine if on -site stormwater infiltration is feasible for the above project. 2. The site is located in the area of Tukwila known as Allentown, and is located in a very flat area of the Duwamish River Valley. Based upon other similar sites in the area, it was previously determined by this office that the very fine dense silts (and/or clays) encountered on this site would not be suitable for infiltration. In addition, the water table in the Allentown area is known to be commonly high enough to make sub - surface infiltration unfeasible during wet months. 3. Attached are the results of a field soils evaluation using Soils Conservation Service procedures. The soils are a heavy clay loam, with clay producing a relatively impervious matrix. The sample was located at a depth of 3 feet below site grade in an undisturbed sidewall of the frontage ditch. The depth of the sample and proximity to the site indicate an appropriate sampling for residential infiltration evaluation. Standing water in the ditch at-the time of the sampling indicated either a very slow draining soil or high water table. 4. Questions relating to this evaluation may be directed to this office. S. Ma Bruce S. MacVeigh, P.E. G �, w � Tl�, Civil Engineer w o k �f� johnsonv05 /0578 SG57 w 4 St E *ns : 4124/ y 7 CORRECTION LT W k �� ------ z z �w U0 CO U. w L? � T z� F- O w LLI �o U ON o �- wW U U_ 0 w z CO o ~' z 334740 Field Soil Evaluation Project: �iSi�.� %sue''' Date: 73 / ey ,f Soil Log #: ` Depth: 3 Soil Type by Appearance: Color: Dry Test: Wet/Moist/Dry: 6t z� / N/A Soil Type by Dry Test: Soil Type by Moist Test. W./J 4 /-/r- Determination of Soil Type: Soil Type for Septic System Design:, Type A/ /,W Engineer: Bruce S. MacVeigh, P.E. By: j 14245 59th Avenue S. Tukwila, WA 98168 (206) 242 -7665 z Z X . �U 00 O W = wO P L L cl) =w �_ �O z F- w �O O N OH wW LO .. Z. 2T o F-. z ;.; +. TABLE 3 -4 TEXTURAL PROPERTIES OF MINERAL SOILS Soil Feeling and Appearance Class , ry 5011 moist o , .Sand Loose, single grains which Squeezed in the hand, it feel gritty. Squeezed in forms a cast which crumbles the hand, the soil mass when touched. Does not form falls apart when the a ribbon between thumb and pressure is released. forefinger. Sandy Loam Aggregates easily crushed; Forms a cast which bears very faint velvety feeling careful handling without initially but with continued breaking. Does not form a rubbing the gritty feeling ribbon between thumb and of sand soon dominates. forefinger. Loam Aggregates are crushed under Cast can be handled quite moderate pressure; clods can freely without breaking. be quite firm. When pulver- Very slight tendency to ized, loam has velvety feel ribbon between thumb and that becomes gritty with forefinger. Rubbed surface' continued rubbing. Casts is rough. bear careful handling. Silt Loam Aggregates are firm but may Cast can be freely handled be crushed under moderate without breaking. Slight pressure. Clods are firm to tendency to ribbon between hard. Smooth, flour -like thumb and forefinger. Rubbed feel dominates when soil is surface has a broken or pulverized. rip pled- app�aranca. Clay Loam Very firm aggregates and � ..Cast can bear much handling hard clods that strongly without breaking. Pinched resist crushing by han between the thumb and When pulverized, the il. forefinger, it forms a ribbon takes on a somewhat g itty whose surface tends to feel feeling due to the har hness slightly gritty when dampened of.the very small aggre ates and rubbed. Soil is plastic, which persist. sticky and puddles easily. Clay Aggregates are hard; clods sts -can bear_conjj.�erable� are extremely hard and handling without breaking. strongly resist crushing by Forms a flexible ribbon hand. When pulverized, it between thumb and forefinger has a grit -like texture due and retains its plasticity to the harshness of numeroOs when elongated. Rubbed very small aggregates which surface has a very smooth, persist. satin feeling. Sticky when wet and easily puddled. i 31 c/ Z �Z W. UO. WF- N W WO J LL N d = W Z �... 1— O Z I— 5 . �p O N ,0 H WW U_ W� L1J 0) U P O Z tea• . FIGURE 3 -9 SOIL.TEXTURE DETERMINATION BY HAND: PHYSICAL APPEARANCE OF VARIOUS SOIL TEXTURES Dry Moist Sandy M Loam . I • j Weak Aggregates No Ribbon; Non - Plastic Cast Silt Loam Clay o� �aaaaa«� rttnoons Easily; Plastic Cast 32 Z i�— Z, W tY � W� UO W U. W O u- Q. = C% �W z �. �o z W U� S H 2U LL z LLI U= O Z I f I PERMANENT FILE COPY From: Kathryn Devlin {PRIVATE } To: Jill Mosqueda Date: 4/10/06 11:40AM Subject: V. Johnson meeting I Jill, Ryan and I met with VJ and Bruce McVeigh on Tuesday afternoon (4 April). �. The fruits of that discussion included my asking for a new estimate for the amount of Earthwork to be done. The project should not divert any surface water to the adjacent lots. The soil quickly becomes clay so surface water should be managed with ditches and I swales to prevent runoff to the neighboring lots. The applicant needs to provide Ryan with a profile from the upstream driveway to 122nd Street. The next action is for Vi and /or Bruce to come in with Ryan's request and the adjusted numbers for additional top soil. I should probably put a clock on this - your thoughts? Kathryn Devlin Assistant Planner 206 433 -7166 kdevlin @ci.tukwila.wa.us CC: Ryan Larson I is Z Z W JU 00 CO) 0 W = H N W W J. LL c d �W 1 Z F-: W LLJ �p U CO D F- W Z LL �. — O. .. Z w O F-' z J'iIl Page 1 Mosqueda - Meeting with Bruce McVa>►- � (erdane Johhsori, and Kathlryn ' 1 j PERMANENT FILE COPY From: Ryan Larson To: Jill Mosqueda Date: 4/10/06 10:46AM Subject: Meeting with Bruce McVay, Verdane Johhson, and Kathlryn Devlin on 4/3/06. This meeting was requested by VJ concerning his short plat. He was concerned that Bruce was being told Z different ideas of how the lot should be developed and he wanted me to tell him and Bruce exactly what Z the City wanted so he could have Bruce design it so it would be approved. W I told VJ that we could not tell him how to develop the property but only what standards we would be 0 looking for and our concerns that will need to be addressed. Here is the list of items that we discussed for Cl) p them to consider. w = 1) The finished floor elevation of the house must be 1' above the Allentown Flood Elevation. CO u- 2) The property is currently lower in elevation then the properties to the north and south. The applicant w 0 must demonstrate that they are not creating a flood hazard to either of these properties. This could be done by leaving this site lower so that the neighboring properties can still drain onto this site or show Q through survey that these areas do not drain to this site. co n 3) The ditch in front of the property does not have a consistent downstream invert elevation and that is = CY why we suggested using a 24" pipe. The applicant can survey the downstream system to determine the z H correct invert elevation for future construction and then use a 12" pipe with the correct invert elevation and — grade. Z 0 Bruce proposed the following for the next submital: co o f- 1) Filling the site and creating a drainage swale on both the north and south side of the property. These w w swales would allow all three properties to drain and they would be routed to the front of the property into H v the existing City system. The driveway would have a pipe under it and be reversed crown. Bruce is ti P looking to slope the rear of the property into the Burlington Northern swale. I told Bruce that under this Z scenario the down spouts could be splash blocked. v co 2) Bruce will determine the invert elevations of the ditch with driveway culverts and propose a 12" pipe 0 ~. z invert elevation and grade for City approval. - Ryan 'Do �� �� } Z SZ °~ W W � J U , U O' Cl) 0 W= J � �LL WO LL Q CO _ CY. W ZH F- O Z 1- W LLI � o ;O CO o � W uj: U LL ~O 111 Z O H'. Z � W � JU UO Cl) 0 CO W J = H CO LL WO LLQ C = F. W Z H F- O Z 1- W 2� U O- 0 F-- W �U LL O .Z W CO 0 H O Z City of Tukwila PERMANENT FILE 6200 Southcenter Boulevard • Tukivila, Washington 98188 (206) 433 -1800 MEMORANDUM \0-- TO: �. Ag r• FRONT: DATE: - (2 . a q'- D Co SUBJECT: L n o - C; , . )L 0/ ctg 11h?��� W a � a � JU 0 N W J = F- co LL- WO LL. Q UD = W Z FF - F- O z F- W LIJ �p U O� 0 F- W F- u O Z U cl) z [,Le �i�n v l.t_ t G� vita A 6124 1bs" CL tQCr�.�O 1 i /1�GbC�'' Yom. -,t�. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may ad)ust est imated fees PROJECT NAME ,f o4Tv#1 5 PERMIT # ,PO 5 - 76 //90119 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE $250(l) 2 total construction cost for each improvement category: 049 GG U RECEIVED General CITY OF TUICWILA Erosion prevention FEB 2 3 2006 Water v 101-1,000 Sewer 8 1,001 : 10,000 PERMIT CENTEh Storm water Road/Parking /Access vU d A. Total Improvements G. 3. Calculate improvement -based fees: 3_ B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. 3 D. 1.5% of amount over $200,000 of A. f 4. TOTAL PLAN REVIEW FEE (B +C +D) $ �r -� (4) 5. GRADING Plan Review and Permit Fees $ �� � -� (5) Enter total excavation volume Z�5 �' cubic yards Enter total fill volume Z ZS cubic yards /N 077 0 Use the following table to estimate the grading application fee. Use the greater of tha aYrnvatinn and fill vnh imRS_ QUANTITY IN CUBIC YARDS R • Up to 50 CY 51 -100 ra. 50 101-1,000 $37.00 1,001 : 10,000 49.25 10,001 - 100,000 , • $49.25 for — l" 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. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH P( RMIT APPLICATION The Plan Review and Approval fees cover TWO reviews: 1) the first review assoc submission of the application/plan and 2) a follow•up.teview associated with a co additional review, which is attributable to the Applicant's action or Inaction shall b Total Plan Review Fee. ' Approved 0925.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 1. CORRECTION LTR# Z _.p - f z �z �w UO 0 w= � w 2� 9 -1 W =w z �. O R W U� O� o� w u- 0 w z U= O H z too m: V241 0 ' 7 r: Pavement Overlay and Repair Rate (p er SF of lane width :i 10.00 7/ 37.00 Sr 13z 0 - 1 0.00 8. GRADING Permit Review Fee Gra d ing Pe r m it a re $ (8) c a lculated using the following table. Use 1 rmi Fees ca .9 9 the greater of the excavation and fill volumes from Item 5. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 1 TUK1:11 4 `1! 6. 'Permit Issuance/Inspection Fee (B +C +D) $ (6) 7.. Pavement Mitigation Fee (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. * Use the following table and Bulletin 1 B to estimate the pavement miti ation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (p er SF of lane width 20 10.00 10 5 37.00 1 5096 .00 7-5(33%) 3.30 5-2(25%) 2.50 2-1(10%) 1.00 plus $14.50 for each additional 1,000 or QUANTIDNNfMK YARDS RATE 0 les 23.50 - 0 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 l 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1` 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 ` 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. z LL.w aa JU 00 wo J �_.. cn u.. w U- �D = �w z W° �5 U� o�- .w w F-F �- O .z 0- O F z i w rT71� n JA ; B ULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW maY adiust estimated fees 9. TOTAL OTHER PERMITS A. Water deter - Deduct ($25) B. Flood Control Zone ($50) C. Water Meter - Permanent* D. Water Meter -Water only* _ . :. E. Water. Meter -.Temporary* * Refer to the Water. Meter Fees in Bulletin Al z Z �w QQ WV UO N D J = H N LL. W O LL. ?. Cl) a = w F- _ Z I_ F_ O z F_ W 2p :O N. �H wW 111 Z U =: O~ z I r/ P tAMANENT FILE COPT( PW Review Check List .D O S- � (p � o ;,i3.c� Completeness Concurrency Notices 1. Water All projects except: • SFR (one) • 4 -plex or smaller • Short Plats (2 -9 lot) • Categorically exempt from SEPA For transportation, must add 30 or more PM peak hour trips 2. Sewer 3. Surface Water 4. Transportation 5. Application ✓ 8. Plans ✓ Engineer Estimate Onsite t/ 9. KC sewer use cert 7. Engineer Estimate ROW ✓ (10. SW TIR CZo W NV 4lb { . Sr t7 Vol `T KC Health Septic Approval IaA 12. Water District 18. Allentown Water 13. Sewer District - 19. Ryan Hill Water 14. Draina a Basin 20. TMC 14 Water nr Ar 15. Infiltration Restriction 16. L2 Detention 21. Allentown Sewer /p / �Iq_ 17. Flood Zone 22. Duwamish/Foster Sewer ,J A 23. TMC 14 sewer Backflow 24. Fire w At 25. Water NA 27. Pavement mitigation Sv g 26. Irrigation V 28. Traffic Fee Z- n Hold Harmless 40. Liability Insurance 9` ROW ( ) Automobile Insurance 30. Sensitive Area (36? Business License Financial Guarantee 37. Performance Onsite 150% 40. Maintenance ROW 10% 38. Performance ROW a a.r/ 41. Maintenance Subdiv Illum 10% 39. Performance Subdiv. Illum 42. KC Business Declaration 43. Easement cp, VD r i 44. Underground Waiver A) 45. Encroachment 46. Dedication N A 47. Turnover L Maintenance Plans Recorded 48. Surface Water Vondee, 49. Grease Interceptor 5� "+ �G R`rC d0 v 'cJ, r Q h Gras Sr' OZ.S Z Z W 2 D UO co co W J �_.. CO LL WO 9- LL ? N = W ' Z � F- O W 25 U co OH WW H� u. O LL! Z co O Z q January 4, 2006 PERMANENT FILE COPY Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical clrY8ECEIV�, 1424559 Ave. S., Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same JAN 0 5 Md PERMIT CE Subject: Right-of -Way Construction Cost Estimate, Verdayne Johnson Single Family Residence, H 8- 44th Place S., Tukwila, WA �, //"Ip RECEIVED COST ESTIMATE JAN 10 2006 ITEM 1 TUKVVILA Erosion control, to include some silt fence and possible PUBLIC WORKS straw bales in existing frontage ditch, with an allowance for re- seeding of disturbed areas. LUMP SUM $ 500.00 ITEM 2 Clear and gmb , and disposed of debris. f LUMP SUM $ 125.00 ITEM 3 Storm system, to include approx. 30 LF of 12" ADS culvert at $20/LF and approx. 15 LF 6" PVC at $15/LF, to include riprap. UNIT COSTS $ 825.00 ITEM 4 Sank , sewer, 6" PVC ;rom main to property line, incl. connection to main and road restoration. LUMP SUM $3,442.00 ITEM 5 Water line, 3/4" from main to property line, Including a second line for future second residence, and meter bases/boxes for both, to include pavement restoration. LUMP SUM $3,120.00 .ITEM 6 Wired utilities, drops and hand holes, including 4" conduit for electrical and 3" conduit for CATV and telephone lines, from power pole to property line. ITEM 7 Gas service, from street line to property line, to include pavement restoration. LUMP SUM $ 1,000.00 LUMP SUM $ 800.00 CORRECTION LTRff I SNOW z z 00 ND J = Cn a_ w U_< �D = F w z z 0 W �o 0 0 0 E- wW H U. �0 LLi z co O z A t: .ta•, s WOE ITEM 8 Driveway, structural fill at ditch, grade and layout preparation and paving with asphalt. Width 10' with 15' radii. LUMP SUM $ 1,500.00 + TOTAL $11,312.00 SALES TAX @ 8.8% $ 995.46 TOTAL, INCL. SALES TAX $12,307.46 TOTAL, INCL. SALES TAX AND 50% CONTINGENCY $18,461.18 Please note that many of the above cost estimates were extracted from a formal bid by. a contractor bidding on the work for the site. i Bruce S. MacVeigh, E. Civil Engineer '�� '��'' johnsonv02 /0578 8657 9 �� O 1 EXPIRES: 4/24/ 0 7 i � I i . f V1 z �z w u� D . J U - UO CO w= U. w O. LL ?. � =w W O 25 U� O N. o �- w 60 Lll Z 1- _ O Z .... ,, rr PERMANENT FILE COPT( Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59' Ave. S., Tukwila, WA 98168 RECE Office: (206) 242 -7665 Fax: Same ..IAN 1 0 2006 ' January 4, 2006 1 UKVVILH PUBLIC WORKS Subject: On -Site Construction Cost Estimate Verdayne Johnson Single Family Residence, 1 -844th Place S., Tukwila, WA COST ESTIMATE Note: The following items are for site work and do not include costs of construction of the actual residence. ITEM 1 Erosion control to include approx. 600 LF silt fence and 10' by 160' construction entrance. (Note that only a 25' long construction entrance is required, however the owner is budgeting for the longer entrance at his option.) LUMP SUM $ 3,850.00 ITEM 2 Clear and grub and disposed of debris. LUMP SUM $ 4,600,00 ITEM 3 Storm system, to include approx. 160 LF 6" PVC and i four Type 1 catch basins, LUMP SUM $ 5,590.00 ITEM 4 Sanitary sewer, 6" PVC from property line to house, incl. I addition stub for possible future second residence. LUMP SUM $ 3,383.00 ITEM 5 Water line, 3/4" from property line to house. LUMP SUM $ 1,040.00 ITEM 6 Gas service from property line, to house. LUMP SUM $ 800.00 ITEM 7 Driveway, 10' wide by approx. 165' long, asphalt, to- include parking pad in front of garage. LUMP SUM $ 7 i TOTAL $30,208.00 CORREC ION LTR# rVNC77 *_2A z Z w � D UO N o w= J f.. U. w O �Q ' co� = �w Z f- F_ O w ~ w �5 U 0, o w u. O w z U N. P _ O z AW Z � W� J U , C.) 0: Cf) J H CO u-: .W O 2 gQ = d . i- _ Z Z O Uj 5 U� Cl) O- � H. W H W -O Z w U =. O Z PERMANENT FILE COPY Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59 Ave. S., Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same January 4, 2006 Subject: Verification of Adequate Sewer Line Fall, Verdayne Johnson Single Family Residence, +103E 44th Place S., Tukwila, WA i�6'68 Per attached calculations, the following data have been determined: IE of 8" line in street at stub location = 8.12 IE of 6" stub at street connection = 8.20 IE of 6" at house = 12.20 Cover over 6" line = 1.7' (side yard area) Total length = 200' Resulting slope = 2.0% Shallowest cover under pavement (at house end of driveway) = 2.4' The above elevations are in NAVD 1988 datum. ce S. MacVeigh, . . ��, S. ma RECEIVED JAN 10 2006 PUBLIC WORKS RECEIVED CITY OF TUKWILA JAN 0 5 2006 PERMIT CENTER Civil Engineer , AVO N 1 johnsonv04 /0578 CORRECTION LTR, I v ;Nf( z �w UO 0 w= H co U- w 0 9 -. L¢ Wa =w ►- _ zP t- O z1�- 2� U CA O co o F- wW �O .z w U= O Z LO ° oa v N 57 � 0 e :!F /LZ /A/, 2 V E7 s /-f, / 2(f, i c . I N ./ 12 o �-r 6 1. 45 z ;= Z �w 2 �U U O CO 0 09 w J = H �U- w 0 LL a. co =w z Zo U� ON ❑ r: w W: wZ co o z Jili Mosqueda - Re: Allentown fees and w .meter _ Pa e 1 i Any alientown connection fees paid? or all owing? L. Jill Mosqueda P.E. PERMANENT FILE COPY z W: �_ J U: UO UO CO W J H N LL W O. LL ¢: �D = Cy W. z� �O z E- 2 5'. U Q, O � O F- W W u O ti.i Z U� O Z r f BULLETIN A2 r0IIR•VVMni n 1 'W9 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION P may adiust estimated fees a TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* *Refer to the Water Meter Fees in Bulletin Al i i i 10. AID A. B. C. D. E. F. G. a MITIONAL FEES Allentown Water (Ordinance 1777), Allentown Sewer (Ordinance 1777; Ryan Hill Water (Ordinance 1777) Special Connection (TMC Title 14; Duwamish Transportation Mitigation Other Fees Total A through E $ (9) Total A through G $ (10) i DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2006 — 12.31.2006 Total Fee 0.75 $600 $4648 $5248 1 $1100 $11620 $12720 1.5 $2400 $23240 $25640 2 $2800 $37184 $39984 3 $4400 $74368 $78768 4 $7800 $116200 $131790 6 $12500 1 $232400 $244900 Approved 09.25.02 3 Last Revised Jan. 2006 Z �Z '~ w � �? U UO N J = F- 52 LL w 0 Q � Q U- Cl)0 �.. w z P WO w U 0. O to off W X U. LL. O Z CO O� Z Tempo rary Meter 0.75" $300 2.5" $1,000 Approved 09.25.02 3 Last Revised Jan. 2006 Z �Z '~ w � �? U UO N J = F- 52 LL w 0 Q � Q U- Cl)0 �.. w z P WO w U 0. O to off W X U. LL. O Z CO O� Z HERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -366 DATE: 09 -05 -06 PROJECT NAME JOHNSON RESIDENCE SITE ADDRESS 11868 44 PL S Original Plan Submittal X Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS- 4 13ui i Allision Fire Prevention F] Planning Division ❑ Public Wor. -b� Structural ❑ Permit Coordinator ❑ j DETER N OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09-07-06 I Complete Incomplete ❑ Not Applicable F j Comments: I 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: In ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS DUE DATE: 1 0-05-06 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: Documents/routing sllp.doc 2 -28 -02 z �z '~ w JU 0 (n o CO LU J = I-- �w w La S2 CY 1: F- w zF- Wo w U� O- 0H w LL O w z U =. O E- z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 - 366 DATE: 08 -25 -06 PROJECT NAME JOHNSON RESIDENCE SITE ADDRESS 11868 44 PL S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: V Bui " �:Z, - D ding vision Public Works. Fire Prevention ❑ Structural ❑ Planning Division ❑ Permit Coordinator ❑ 1 DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete Incomplete p ❑ p Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Oil -Qk LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg] Fire E] Ping E] PW E] Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09 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 siip.doc 2.28 -02 ...��. «;a.:- .;.i'..u, M.Y 7: ,. 4.wr •.+,L:.r :`i'- '�+.au.,, swxf.' is6v�.-,: Lea�M.w:,.'. �Vf+, weL.,. J. clinril-:: GU; x.+= w2, rs11. v.: Sru+ ..,.G.i:.L'?al".Ss <iw.. «.: /w�.k lw.':w:x'SiGk+�;i i3ht.t5At DUE DATE: 08-29-06 DATE: z z �w JU 00 N co W J = w U. = �w z ZO �5 U� O N o1,- w F- LL O W z CO) O z � PERMIT cooku wp'�' _ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 - 366 Response to Incomplete Letter # Revision # After Permit Issued PROJECT NAME JOHNSON RESIDENCE SITE ADDRESS 11868 44 PL S Original Plan Submittal X Response to Correction Letter # 3 DEPARTMENTS Building Division ❑ Fire Prevention ❑ Planning Division ❑ Public Works Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 05-1 8-06 Complete ❑� Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTI G: Please Route Structural Review Required ❑ No further Review Required F] REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DATE: 05 -17 -06 DUE DATE: 06-1 5-06 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -2M2 z '~ w JU UO ND C0 LLI J = I-- �LL w LL ¢ = a �w z� WO 5 U� O- off w LL — O til z U= O z `PERMIT CQORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 - 366 DATE: 02 -23 -06 PROJECT NAME JOHNSON RESIDENCE SITE ADDRESS: 11868 44 PL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPARTMENTS: Bui ing�iv Fire Prevention ❑ Planning Division Public WT ks Structural ❑ Permit Coordinator ❑ �� IM . DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: - 02-28-06 Complete d Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route V Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 03 -28-06 Approved ❑ Approved with ConditionsL Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW V Staff Initials: Dncumenlshoulina slin.doc 2 -28 -02 z ~ w JU UO U) C3 CO 11i J � N U_ w 2� 1Q = �w z X F_ WO �5 U� O -. oir- w F_ - LL O z .. w U =. O z \� PERM COORD COPT PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 - 366 DATE: 01 -05 -06 PROJECT NAME JOHNSON RESIDENCE SITE ADDRESS 11868 44 PL S Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS- I � 6 Public Wor s I-D vh PbAlw - Fire Prevention Structural F 44 Wan 4 D ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete F� Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 02-07-06 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: 01- A , Q Departments issued corrections: Mgt Fire ❑ PIng P ] Staff Initials: nnnunmichnulinu din.dnr 2.28 -02 DUE DATE: 01 -10-06 z ; z z �w 0 JU UO Co J = I-- 00 w w UQ C� X: F w z t— w �5 U� O� off w U- 0 .z W co z "PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -366 DATE: 10 -20 -05 PROJECT NAME JOHNSON RESIDENCE SITE ADDRESS: 118XX 44 PL S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS q in fi I D � Bu Division Public Wo Fire Prevention Structural ❑ PIPnning Division Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 0-25 -05 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only. INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z z �w 5 0 to o C0 LU J H �2U_ LU � =w ZO �5 �o U O N o� wW LL Iii z U= O z TUES/THURS ROU ING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 1 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 ❑ Pingl� PWE, Staff Initials: V_ 2 -2"2 PERMIT COORD COPS' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 - 366 DATE: 10 -05 -05 PROJECT NAME JOHNSON RESIDENCE SITE ADDRESS: 118XX 44 PL S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Buil ng Division ❑ Fire Prevention d Planning Division Public Works Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 10-06-05 Complete ❑ Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: �' �� LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 1 Fire ❑ Ping 9 PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: l� No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS i Approved ❑ Approved with Conditions❑ i i Notation: REVIEWER'S INITIALS: DUE DATE: 11 - 03 - 05 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2.29 -02 z z �w JU UO to 0 CO 11.1 Uj _ I— �LL w J U? C0 =w I— _ z� 1= O w �5 U O- ON wW LL .z U= O F- Z PROJECT NAME:,, �C' Wz��_� PERMI X10:. Site Address: Originai Issue Date: - REVISION LOG Revision Date i Staff i Date I Staff No. Received I Initials Issued ! Initials D� • ZS I c�.z / ( Sum mary of Revision: llfl� r;,' Aj:LE GAS I IA -117 A4 i Received By: I tn i -tol, 1/1 5 _ VCXraA t (please print) Revision No. i Date I Stafff Received i Initials I Date I Staff Issued Initials Date I Issued Summary of Revision: Summary of Revision: Received By: (please print) s i i Revision No. ' Date Received Staff I Initials Date I Issued Staff I Initials Summary of Revision: Summary of Revision: Received By: Received By: (please print) (please print) Revision No. Date I Received I Staff Initials I Date Staff Issued j Initials Summary of Revision: Received By: iptease prim z z �w 2 D UO CO 0 U) = 1— NLL WO L_ a =w z t- 1.- O z 1- U� O- 0H w H� LO W z U= 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: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director v,�`{ YI� ` Z ��.: ` ,� .1 t '•�i K� ^� .i.. r.t e..»" ■■��:.y.�.. �<r. { t .�<Y )x„ 3 v ' • 4'i t S F 1..71 �i S l�iiT t � f Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. S Date: 9 S l y Plan Check/Permit Number: PO� f QW 1 Response to Incomplete Letter # —- ❑ Response to Correction Letter # CI OMTUkWU Revision # _ after Permit is Issued S EP 0 5 2016 ❑ Revision requested by a City Building Inspector or Plans Examiner f-i.hV-ir CENTER Project Name: Project Address: `���� �� 0(- - Contact Person 5b �oSv phone Number: IOU Summary of Revision: 4 rl � ,. C.L>CA—c Cc,+c(, i 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 o 1 0S Va on me evision su mrtta Created: 8.13 -2004 Revised: �„ � ..�,v v:: �n�a: arLuiLr-: �,...: J>:.. w..;. wn�« u., G. e' s..« x.....:.�,.....N3scNti.r,u+arat 'ew+.wr:��..iww.�kf»t)+w,w.a " a. r+:., u; uwK �,: .aM�..::w:.w,:,L:f�.i.fx:tais'. z: �:. W' w'. i+ C: �J; i�i' w' a. 3dS�u »Yi+«�+Ci+.adwi�•UNt:+`�� " �LiN�WJUeF. i{Y 54, iM�'��w+h•u.{ z ��— Z �w QQ JU 0 NO CO W J N tL wO 9� u- Q �d =w �_ Z0 W U cn off wW LL O w z. 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: http: / /Www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director y Tr ;s t J 1 is 4c 1. L i Y'f C� r,.t '..M:' t > •,.4 '� " Y '•k•r, trye:F.A ': �r2 :/;•.f.�.:Y:�'� ■} t -. `M� Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: U - _(-k s c-- () (�p Plan Check/Permit Number: \N S - 3 (P ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # CIrY OF YUkWn.A ❑ Revision # after Permit is Issued AUG 2 5 2006 ®. Revision requested by a City Building Inspector or Plans Examiner PERMIT CENTER Project Name: Project Address: y l(,W W I Contact Person: 1Ie'& y _ O��RSU� Phone Number: (26Q C i OA Summary of Revision: c z > f) VA I t 4 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 01 [ pp ications orms -app ications on Imelrevision submittal Created: 8 -13 -2004 Revised: .� ;,,,.ss.. mow...... :.r•»u' •i.::a.i:;..: ;wa;t_a -:) 1u.c: �" "RclSiws:G{,:va..i;clr�ttwlxsia a:J:.L:u:iaEw c.:w.::t:�,�4.utti.�1 „tw:;e+k l: L' Lc«'. wkbl:= wuL. �1' �'k.6S�it1�."r r tf�ia , ^ M; ikui ,ri.S:xG3:vji� z ;3: Z �w QQD JU UO W= CO U . wO -. U- Q �D CY 3: �w z w� w U ON o�- w �z Iii a- 0 z `ity of Tukwila Department of Community Development 63 Southc enter boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206.431.3670 Fax: 206.431 -3665 Web site" Tatty,/ wwcy,ri�,lrt,�cwilct,wa,us 510tren M Mullet, Mayor Steve Ganccrstcr, Director • { r ri. :f ' r„ i Y ■ r ■ ■�r��)� / ■ { �l t `� { r, � T y,. f �� .l�.•. ` .,4� ��. r • i r t�.'• .. 'r:��� {.; , !•�;• iir `• '} • 'r +•T+•��.�.i \ I'11.1 (1 �r 7 Ii1rh��YL �, r r i,. •, ,4 {1.. , YrY , T.. r ll���� r ' Revision subntktals must be submitted ill person at the Pernik Cen Ravisions will not be accepted through the mail, far, etc. Date `7 ❑ Response to Incomplete Letter # Flan CheclOerxnit Number. 0 Response to Correction Letter # 3 ❑ Revision # ..after Permit is Issued ❑ Revision requested by a City Building bispector or Plates Examiner IV MAY 17 2006 PEHivtt l` CENTER Pr(kiect Name: Jo hn son Residence Project Address : 1186844 ..beef A % &t!Fi�/-/ Contact Person: Verday— ne- Johns X't; oo Number; E 7' �5 -- Sitrx oinry of Revision: IK f Sheet Number "Cloud" or ldghlie ht all areas of revision hicl uding date of revision Received at the City of Tukwila Permit C4nter by: „�.,._.• �__ .._ .� X L - 1 4 11 Entorcd in Perinits Mis 411,,,,, O t a J 51whpdn5 ornIs-applicaUOns on linotrcviaion auhmitlal 41oW. $ -12 -2004 Revised: Z Z W 0 CO W W= �LL WO 95 LL¢ CO = W z� I-- O. W� LIJ U� U) o ►- WW F- "O w z UN 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: 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: Z 2 F 3 ❑ R se to Incomplete Letter # Response to Correction Letter # Plan Check/Permit Number: 0 05 7— 3 v cllY o f 7 -U KWIL.4 FEB 2 3 2006 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: (/ �/1 1� Project Address: l 9 Contact Person: /ZUC Ax � ^/� Phone Number: Summary of Revision: /F t/lS /cam 4, S` , f/z Sheet Number(s): ""57,p 1-�Z -- "Cloud" or highlight all areas of revision including date of revision CUB /,�S' Received at the City of Tukwila Permit Center by: 0 Entered in Permits Plus on alz Steven M. Mullet, Mayor Steve Lancaster, Director PERMIT CENT -Eh 5 / pe ` j Z Z � W D JU UO N 0 J = F-- N U- w UQ �D = �w z t– O w ~ w U O - 01-- wW u- w Z U= O Z \appl icationAffirms-appl ications on me evision submittal Created: 8 -13 -2004 Revised: �i • f A lt i ,� 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tuktivila.►va.us Steven M. Mullet, Mayor Steve Lancaster, Director .t� 1„N;.t: �� A�'..4,: ,Fi 111 r ".A,r a�'� }I : s:Y�•u,';,. ..�, t'f!f: lt;_'.�H:1; i:j'7':�':j Y, S` :iH'�yl:. '1'.' .. �Y� �. !( .�i . ;�'S,'y.1 h:' :$S.i ..'�" `: t', �. 1 •, f'. (1 � t �2� ,tf..�, t; .�w';�.. , 1 . � , •l. ' -. ., - Y'j( J 0- © ? J BMIT:; ll {„ "' 11 1 .l,. .1'. -,.f -, .i: <.... rf..xs�i'7:Lt. :r.JC.'.f• i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. t Date: S a Plan Check/Permit Number: D05 -366 ❑ Response to Incomplete Letter # RECEM ® Response to Correction Letter # 1 MY of Tub ❑ Revision # after Permit is Issued JAN - 5 2006 ❑ Revision requested by a City Building Inspector or Plans Examiner P EFUTCENTER Project Name JOHNSON RESIDENCE Project Address 11868 44 PL S Contact Person Verdayne Johnson Phone Number: 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: 0 Entered in Permits Plus on 1 - U� pplications ornu -app ications on line evision submittal Created: 8 -13 -2004 Revised: z ;F Z W QQ � JU 0 CO W = H CO Ui WO LL ¢ CO D = F .. w z F .' z� W W U� ON C1 I-- WW U- o w z U= O z RECEIVED OrTY OF TUKWILA 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: hyp:11mvtv.ci.tukvvi1a.wa.its d C 12 O 2405 Steven M. Mullet, Mayor PERMIT CENTEF&ve 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: 0 Plan Check/Permit Number D05 -366 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name JOHNSON RESIDENCE Project Address: 118xx 44 PL S Contact Person Verdayne Johnson Summary of Revision: Phone Number: 26 - Ts s `'t � 1 � 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: ' .r.. �•t+:.�.:,.. �... t'.; �A l'.L�.�ti x.v ;9..L.uV.Jt , r i:9'u ..:.wi:.iJS7+' ate}. 1�ikr/, t? i..' �Y�Mika><'+ ��: N��fl�i,"- ,"� - :�11�t,.1i��:w +.S Y!S ':1N' e.�..iFti5r7AA . e ft. 1, aaf}r`%!:�(ut�J4:it. iLi�Ur�k�41i..JJv =f �� kll... tii...i,;�'.r.�`.: '. i:'�;.. i rt. z i= Z W QQ� JU 00 N J CO LL w LLQ = �w Z F-- O z f— w w UC3 ON Q I- wW LL Z ui CO o'' z �� s4 ka cIc aAzw . :T— cA*,*► v- ,e w-4 sc." b ±�C- WATER METER INFORMATION Parcel No.: 3347400785 Permit Number D05 -366 Address: 11868 44 PL S TUKW Issue Date: 08/18/2006 Suite No: Permit Expires On: 04/29/2007 DESCRIPTION OF WORK: CONSTRUCT 2659 SF SINGLE FAMILY RESIDENCE WITH A 420 SF ATTACHED GARAGE. Water meter and connection to water and sewer in 46th PI. S. New 12" drain pipe in the right -of -way at 0.00% slope and at elevation 10.39' per Bruce McVeigh datum on field measurement submittal dated 04.09.2006. Installation of driveway to accomodate two new single family residences. Erosion prevention snd sediment control. Flood elevation certification, lowest finished floor at 11.4' 1929 NGVD. Cut estimate of 1070 SF, includes subgrade degradation due to cuts in the shoulder. REVISION 1: RECONFIGURE CATCH BASINS IN RIGHT -OF -WAY. METER #1 METER #2 METER #3 Water Meter Size: Quantity: i Water Meter Type: Work Order Number: i Connection Charge: Y Installation: Y i Additional Install Deposit: Plan Check Fee: Y G Inspection Fee: Y I Turn On Fee: Y i i i Subtotal: I Cascade Water Alliance (RCFC): Y TOTAL WATER FEES: $2,822.00 0.75 0 0 1 0 0 PERM 5204a06 $60.00 $0.00 $0.00 $490.00 $0.00 $0.00 $0.00 $0.00 $0.00 $10.00 $0.00 $0.00 $15.00 $0.00 $0.00 $25.00 $0.00 $0.00 $600.00 $2,222.00 $0.00 $0.00 $0.00 $0.00 I doc: PWWATER D05 -366 Printed: 11 -08 -2006 Z. z '~ w a � JU UO W= J N LL w U- co) = W Z� �- O Z H 5 U� O --. � E- w uj. LLO w Z CO) O Z. Res Sewer Use Certifici_'on (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), T_ Owner's Name '7065 0 La t, First, Middle Initial) Property Tax I.D. Number ` Subdivision Name Subdiv. # Lot # Block # Building Name — ` (if applicable) if1 r Property J r/ A u ( 'f- , + "I` Street Address � 0 i TA LU J City, State, Zip t �O A Owner's Mailing Address (if different from Owner's Phone Number ('Zb ) Property Contact Phone Number ( 2pia_ ) q �0 a Party to be Billed �ya "yz Jul n sa n (it different from owner) � Party's Malfi Address IS/XX 'l K� c U A- City or Sewer District T_(A .42t� Date of Connection Side Sewer Permit # ,, Demolition of pre - existing building? ❑ Yes L7No Type of building demolished? I/A- Sewer disconnect date? ,, Please check appropriate box: 551 Ingle- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) For King County use: Account # Monthly Rate Six Month Due r i F J ) 1 � r � 3 f t { tin L=t � L •" { �1 E� `, c r �. 4 t� � � {. t t •. t F t . Residential Customer Equivalent (RCE) 1.0 1.6 2.4 ❑ 4 -Plex (0.8 RCE per unit) 3.2 ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is c and any deviation will require resubm Signature of Owner /Representative Print Name of Owne P05 ` 3 &0 understand that the capacity charge levied will be based on this information l corr cted data for de mination of a revised capacity charge._ Date t I A � k j tj �-, Z '~ W a � a JU UO rn 0 W = f— N U_ W 0 LL L L = F— W Z I•— W �5 U� N off W W LL — 0 U= O Z 1057 (Rev. 8/01) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer Signed and sworn to before me this l A day of Au Q u S f .20 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION Z �Z PERMIT NO.: D W �D STATE OF WASHINGTON) v p ss. to o COUNTY OF KING ) W H �W WO — � ' st ates �adwe i �l S e n ates as follows: iplease print] aS U. CD 1. 1 have made application for a building permit from the City of Tukwila, Washington. a = W Z t- 2.. I understand that state law requires that all building construction contractors be registered with the State of O Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of w Uj W Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW co 3. 1 understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of O 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. ~ p: LL O 4. In.arder to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that tii Z o after reading the exemptions from the registration 7=7and t of RCW 18.27.090, 1 consider the work authorized under this building permit to be exempt under No. will therefore not be performed by a registered p contractor. Z I understand that I may be waiving certain rights that I unregistered contractor to perform construction wq�k. have under state law in any decision to engage an - G� A' DF 9 i C �O Cl) r•.r V r F ��, I t I OF`wASN�� \applications\8 -2004 affidavit in lieu of contractor registration CITY OF TUKWIL4 Permit Center %Bui(cling 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: 206 -431 -3670 a. — (M' NOTARY PUBLIC in and for State of Washington, Residing at xl 10 U — , County. IJ Name as commissioned: Al i CG A• bea CV My commission expires: 6 I 18.27.090 Exemptions. This chapter shall not apply to: 1. 2. 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; 3. Officers of the court when they are acting within the scope of their office; 4. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 5. 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; 6. 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 the structure; 7. 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 mobiletmanufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 8. 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; 9. 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; 10. Any work or operation on one undertaking or project by one or more contractors, the aggregate contract price of which for labor and materials and all other items is less than $500.00, such work, or operations being considered as of a casual, minor, 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 \applicationsl8 -2004 affidavit in lieu of contractor registration contracts of amounts less than $500.00 for the purpose of the 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 Z a contractor, or that he is qualified to engage in the business of contractor; z �w 11. Any construction or operation incidental to the D construction and repair of irrigation and drainage v p ditches of regularly constituted irrigation districts CO 0 or reclamation districts; or to farming, dairying, W = ag viticulture, horticulture, or stock or —' F- poultry raising; or to clearing or other work upon u w 0 land in rural districts for fire prevention purposes; except then any of the above work is performed by a registered contractor; LL , U) a 12. An owner who contracts for a project with a = w F registered owner; _ Z O 13. Any person working on his own property, whether w occupied by him or not, and any person working g j on his residence, whether owned by him or not but v o co his exemption shall not apply to any person p otherwise covered by this chapter who constructs 01-- an improvement on his own property with the = w intention and for the purpose of selling the improved property; z w co 14. Owners of commercial properties who use their v own employees to do maintenance, repair, and ~O F- alteration work in or upon their own properties; z 15. 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; 16. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 17. 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. r 61 SILT FENCE INSTALLATION AND MAINTENANCE State fieinforce y monitor Maintain and dean SILT FENCING Purpose Sih tcaciag cccbs so&mu thus asbcm m*&cd by wasrtnowiog •vu the sire. Fabric wed is us e consumdoo of irk feoclas has opwiaas specifically si god to allowrwater to nowt tbr000 whsle paroles tie msJori y of pankk saes. _ Appticatlort Silt fencing slut) loo used to praoct tee paiew:rof ft sick lane hee planed pua8el to topogriphk COMM. Stir kociag is not sowle for ptacemeoe is dsalasge ebanoeis of for edareoaeeaaated OWL Dsslgn Specifications ' ws s'�wo is Fgus C 7B (p, 43pa, eft knee mustbe tasedda io a s'raRor trcoeb, and then suktA and re�ferrcd io timnion property 7be rs f woe which can be roared u quay eoas�rcdoa suppry stores. toeatmea the faboadag auodard spodficstions; - AOS(ASTrIWlSl) 30-100 1%"sttepiw lsansaforsS6os aatoo aleva aka{03Dr1 /Srgraforolrerrabeies Waterpotad7iwty(ASmat " n 0.02sacssalrarana kkab Taste sire g:i Vslu tle6ul 1a0 4s mh loreara sbargasfabrta 1t30iba ran (orrsasMasd abrrtp0, tbrlo GrabTats2a t]onpatori(ilSrtt0r6'+Z) SO%rru. Waiatatte sraace (pSiM m3m 7896 snh Bruce S. MacVeigh, P.E. Civil Engineer /Srnall Site Geotechnical 14245 59 Ave. S., Tukwila, TVA 98168 Office: (206) 242 -7665 Fax: Same February 22, 2006 Subject: Geotechnical Evaluation for On -Site Infiltration, New Residence at 118XX 44th Play S., Tukwila, %VA (Parcel No.: 334740 -0785) I. The purpose of this evaluation is to determine ifon - site storrnwater infiltration is feasible for the above project. 2. The site is located in the area of Tukwila known as Allentown, and is located in a very flat low lying area of the Duwamish River Valley. 3. On January 31, 2006 two soil logs %%sire excavated on site. They were located about 20 feet in from the front property line, and about 10 feet in from each of the two side Property lines. 1 wdr um depths of about three feet were possible due to the water and mud located at the surface which continued to rush in and fill the holes. Water was found at the surface and the area was over very boggy, as noted by backhoe maneuvering difficulties. Soils encountered were a fine river silt, with organics in the top 6 or so. 4- Based upon this information and from knowledge of other similar sites in the area, this Office has determined that the site is not suitable for infiltration. It is evident that the water table during wet months is high enough to make sub- surface infiltration unfeasible. 4- Questions relating to this evaluation may be. directed to this office Y � Bruce S. biacVei P.E. Civil Engineer johnsonvOla/0578 X07 Zz F�Ejj o 1 + '✓ CB "L'" 7''YP$! �c E Z' Nw3= /&M40 J /E 12r, lSEJ = & 41 rZ-X I to "OVE) = &14 469 " "WCU7 t TAR SEAL C/L t to• �� ROCK CONSTRUCTION ENTRANCE Purpose Reek aoasoticdco errrwas kelp pceveer vaw2m orsedimert away from de lira on LIM ties of t:adereanisses orveWes. on Applicati Rock Application rcrie° earrLxes shell be provi�cd err aJ eaumewsys b a clwted eomVedoo sic from a vivre orpcbrre toad. Qesign Specifications Rack pads are eomWly l2 teaep38fcaend t leadeepsborroser . "y be uaxod to l2 tea bY23 teet(w Rgoft C3,A,pt•,29& or as gii�eiby6oDDES hgcm4 provWJ A0 sc4hoew h leaving LU sib Rocks °sec farpad 0=11wpaa „vb 4 b 6 Indies la cwncrcr. ocoftwIt" awst be ptaccd beoeuh the rock wicevera Gee se&=* ft= WAS •primped• rap throes the sock by heavy rehk$s. All %cures least use d o rock pad to tease ebe sit_ Maintenance Coassucdoo csu =u must be isspeaal «gularb. and sock roost bee reptaccd as Doe" PERFORATED TIGHTLM CONNECTION random fig PERFORATED TIGHTLINE CONNECTION tiller fabric Perforated tlghtline connections convey news directly to a downstream drainage system such as a ditch v o e 4' Pei{ Pipe or roadway pipe system. They are a last resort, and are appropriate on sites so small or constrained that t8' min ' p oe ° o p• p ve • • dispersion will be ineffective or will create problems on adShbodeS properties. Perforated tighdine • v n ° q o q° ° 1 tI2 - 3 /4" washed rock connections are intended to provide for some Jeftivation during drier periods (late spring through early ° � • a ° oo ° q o fail). During :he wet winter months. these BMPs may provide little to no flow control or water quality q u o 0 00 0 benefits. r ° • Typical Uses: Flows from impervious surfaces on small udm lots where vegetated flowpaths are not i+--- — 24' min available for surface dispersion and when infiltration is not feasible. Design Specifications Connection to a storm drainage system with perforated pipe can be used for all types of impervious TRENCH X - SECTION surface. Figure C2.1 (p. C-24) provides details on perforated tightline connections. Perforated figbt6ne NTS conoec ions must be placed using the following constraints: • The perforated stub -oat connocuon shalt be placed in native soil to maximize infiltration and dispersion of water. LL Siope �� • Setbacks from features other thsn septic systems sball be as tilted in Reference Section S. tly to road Note.. To facilitate maintenance, du perforated poe portion of die system may not be located under drainage system inrperviorrs or heavily mramd leg., drivetsup and p�ar�ing areas) surfaces A_[ J !� Runoff discharge toward Iandsilde hazard areas must be evaluated by a geotecitnkal engineer I"�i r X 1 or a qualified geologist. The perforated portion of the pipe may not be placed on or above slopes r9L7£�NAT� I � v L A level trench greater than 20% or above erosion Ifalard areas wi evaluati� by a geotochrlical engineer or qualified geologist and DDES approval. S77E 7�/` -! : G A Q W/� AW FX. SS l N X I Z4 • Fat sites with septic systems. the discharge point mast be downgradient of the dniafuM primary and eNA V,D '88) reserve arras. This regainment can be waived by DDES permit mWew staff if site topography wffl PLAN VIEW OF ROOF ekatlY proltibb fens from intersecting the drainfield. See Reference B for a summary of SKCDPH NTS onsite sewage system requirements. - CL - - �SLF 3.610 SA_ P.4YFWENT DiS;ri F46 ADD S •' P.d tlEb S.SIDt/LDE� P$�E TyPr!'AL SEC7/ 25' letfA may be moddied by DDES Inspector as site condtitorts warrant. b 1=LD• (� % xi k SS /TE 8M %4 z8 st rlvAVD W.0) C= fl, /D, SB - ' s. 4'x 16' =66 SF e 4'x70' = Bee SF , 8X.Z0' = 440 Y-r- f a 3 •� � ti l� t � J N� X FR6P I 4 � w Z/z met "8 " i i I 2 Yo 3 -" i �_ fScL. I3.fS� /7AT'L - PO/Ir'T.9GE //'7P,PDYEr^i �/ / T 9sie 51. 45 T&O W14z wtit Joy s r �/� /Sr Fv7veE D.P/ i�El4//IY Eir/lFME //7 E /z• .yel V ., APel VA AF �dA D _YAre7 ON 2 % L " CL '8 °A. c.. 3" C�7C r' BASE 40114SE — SEE. Big.fL MAT'L P 9S% v Pr�r * N0. Plan review aprrorl b subjed fb eT= Od 0111111% ft -� 46 �i� " 7 S�F�' Ap l c` c - :.. lion do c oo riot 900f ft code or MAIN= 11 all" of app v. -: ' :J cottd.Vons b li r" c wM$job /,e W*MW = 11. 3 Z lxJA7,ell FX � y r~ r �,PA W L -5 . ACE I 5,5e 7X e.1, ni. T s. �B „ /D 7YP. YA.PI) EY . aw /O t 7 30 t 40' :e-401 C �� !a "DRIOP s �� Vtr 14 M , / r FL. = /se. S'• 7YP /dAL .mod a-'� � ?� c• - / / �� S /LT LA ) , V /S'A�CLSSS TlL. aE'r/"!ENT �' 3 PYC �/ � M /N. <TYP.� = A� _ _ )Z �_ o0 w % - �,• �� y G "nS 7%, - 4 g r y - � 7Y P. � • i V e A e O - pt. _ tu J G�ssS / .11 w.5, N hy'(DO r No jL rte e O 0 tp�pRRA -. p L� p c - -�� h9S 6• r� a A L 2 f zo s ,� a v ���� S P �at�� Pve so o o�� tso,e - T" 4& 46-Z Y10 S,P, a ffI- ;� , >{� 2 .� LEVEL L AWAt rr L / E r � � ►t y1.♦ F.PD//% A//D 13Aele Y4491> M • I _ r I % L =Z . 140 ABdVE:EX -4DE •8 SJt r793SF 4LF G "Pre 1 OR 3-r') 37 Y. TlCHrL PER, /EC T• i tit- ►= ;'�} eff f.?_ 77YF.E / W1 ?E.E /FlSW !o " = //i 97 SEA' 33 LF rr pre- e a, ZS V. R/M = /3. 94 ¢'! _ /Z,,& 7 -- /ffsE.u�] !'8/ 7YP£ / lF <NE', SlN3 //, 82 i //4 -= - /3.90 NO c ! ta nses shad be t*de to the son ZE MOM SW3 4a n = //r SS -..- '. c, ithout prior approve! of ` • t �J t. �i >E O 00 x V w t �O �� h �VlV o N�6 ," V-1 H ft .. W O U W co C rr_- C iL o o 0 9 'r. m to o i° V, o.1_� om � N o J r c C IL 0 V �� W 0 - ' a « 3! 0 c74 � 2 m m�� a . �... •,r2 a r>�' spa �J i r. •'••••' *n T %*w feES• ;j: c 111,.- .�rtTMvq; l; �nri1; m_,. ':: EARTHWORK VOLUMES end frilly l Am lance is 5::� ;�: i :u CUT 245 CY (G' TOPSOIL REMOVAL) Q � «i cr Co not a =_' %i ola:in ln s o: FILL 1,225 CY (30" FILL. NET 24" ELEV_ INCREASE) rLI ;, =t+- , cd s *ar -&r is or mdinarcm T'ae re- spX1._ibalitc d PAliE� D.P /IlFIr�AY RA/�JIJS— :ter :',c sUa��,;acti• of t ^e d ^g:i rest, tutuily with th= TOTAL 1.470 CY d, - 'N *l x de ''. -?t:s or w Is :J:u it? tL,`4 / /. -V. eZ4F- 4XA/ /!'�' _' a �.- 2`:Cr t :5 d tt F: �v:Q it•ii E: '� x7'`x DIED s' fX. PI P, and will rec.-In-re p. re ub.:.inA of revise: drx_v_Y IMPERVIOUS AREAS �f1FZI11WJfi i :.,: s;:tst��t :,t at NEW HOUSE, LOT 1 1,250 SF AU 2 S 10S !N. T, S. ) NEW PAD, LOT 1 500 SF nno =cc -u ce is $a,= to fiztd iiive.doc by NEW HOUSE, LOT 2 1,600 SF PFAMR( 1}TFk :'x PUTC Wo :h t:ti t:es NEW PAD, LOT 2 500 SF :hie: NEW NEW DRIVEWAY, LOT 2 1.560 SF TOTAL NEW iMPERV_ 5,410 SF # l � iSt - r•sC L'1�i C.o�i�.Sc�iarrT� FLOOD DtATION IN FORMATIOrI The Allentown area is subject to potential flood - -mg. CRY of Tukwft Public Works P011cy Bulletin AS prescribm the use of the fodowWg elevation for Ile maxknrn flood in the loc8tion of the proposed short plat: Maldrnmrh Flood Elevation 10.40 NGVD 1929 Dan rn 13.90 NAVD 11968 Data n SITE ELEVATION REFERENCE A klpl bench manic for use in ' the filished floor fat the MW r+esMenoesand otlher ca hicb tW Vft WOW is on this plan set The project bench mark is d"txibeti as foAom: PK rani ma*ed'WCCS PC*& ID SW 1117 W SSE of south project PWPedY Dome►, Elevagorh =13.57 NAVD 1988. The Dan used for this plan set is mm 11968. This inftmation provided from Surveyw pr*ared map of sloe. E7 z 0 • j � i V Fa FIN tL1 Cb U_ I ff_ s Must • s iii =s: s_ - ' s A . s r. Q� gee'! . - --- �: >t S' s ''; w t^ >t t aG' s rim i - stY i eror ' av ri . . #; s • os os - 23A 6 �• 0 Z 8 /f YA *06 _ di < -: q 10 i e •' 2 2 Z e oo W . 0 3 o w _J sr 0 or 4.31 y } V < ♦ r of z • �a.1 7 f N. ROCK CONSTRucnox ENTRANCg Toe -la- fabric Dig trench r / \ ` u xqu O N / FOUND BAR & CAr\ 13 LS 029537 ` \ �� • \ xoaq ' / J. / aty1� x �� O aK S x+stO w \ RIM =14.08 I / /■/ YIj11 D SSMH G ,,,� V \ ' / ' / � � y INV= 7.52,8 "PVC N so �� x1:01 D 12 r— xu» \ x INV= 7.50.8 "PVC E / V � '•� j �► a INV= 7.50.S W PVC S / / INV-7.63.g"pVC F OUND BAR & CAp xmy /' x t � n x A / l SI A DS18 LS # 29537 BOUNDARY AND TOPOGRAPHIC 1 / tt � BASED ON q FIELD NFORMgTION y / it DS25 l x�>, D � SURVEY PREPARED BY: * aw 01 HOUSE XWO / xtail FOUND & CAP �LS[029& xta� 14 k x 3d' LS #29537 ELEV =13.91 \ 7 MAILBOXES **� �MISC. G�ADIN6 PL14) VAULT - 2 - 14 ro "WCCS POINT ID 830° W ELEV.= 13.57' s Q SSMH �so' .o RIM =14.39 3: INV - 8.67.8 "PVC F \ INV =8.67,8"PVC S FOUND NAIL & ALUM TAG #2561 y , F A �o so. FOUND MON IN CASE 2 1 / DISK IN CONCRETE W/pUNCH .e ft• DN w S 122ND ST S /TE PROf /L z A - A C 6�•�� /NG H /u =Za' V i 2 , 1 1*14 - — ---") � F L j 8� J GRAPHIC SCALE c 0 20 0 to 4o LEGEND ti � !b*' f� 20 qtr 0 (00- Q SUBJECT BOUNDARY LINE - - RIGHT- OF-WAY CENTERLINE _ --- RIGHT -OF -WAY LINE r�1 • PN4 ADJACENT BOUNDARY LINE ` ---- - SECTIONAL BREAKDOWN LINE up OVERHEAD POWER LINE U' BURIED POWER UNE G BURIED GAS LINE OVERHEAD TELEPHONE LINE OT BURIED TELEPHONE LINE UT BURIED WATER LINE ss BURIED SANITARY SEWER •. BURIED STORM DRAIN SD N DITCH LINE/FLOW LINE ° ° CHAIN LINK FENCE WOOD FENCt BARBED VARE/VARE FENCE ° SURVEY MARKER i � FIRE HYDRANT � 0 SURREY MONUMENT 94 GATE VALVE � ® MONUUENT IN CASE DI WATER METER 0 UTILJTY POLE O SANITARY MANHOLE © GAS VALVE O CATCH BASIN. TYPE I - 0 GAS METER o BOLLARD NOTE; MAIL BO X ca 1) ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL (ANISE) AND ARE REFERENCED TO THE NAVD88 DATUM. - 2 - 14 ro "WCCS POINT ID 830° W ELEV.= 13.57' s Q SSMH �so' .o RIM =14.39 3: INV - 8.67.8 "PVC F \ INV =8.67,8"PVC S FOUND NAIL & ALUM TAG #2561 y , F A �o so. FOUND MON IN CASE 2 1 / DISK IN CONCRETE W/pUNCH .e ft• DN w S 122ND ST S /TE PROf /L z A - A C 6�•�� /NG H /u =Za' V i 2 , 1 1*14 - — ---") � F L j 8� J r� s3'Y S��TID/YS .20 � V V to a� c 0 0 t+ N 00 c ti � A qtr 0 (00- Q ir L w m� r�1 • PN4 W . ;;w O a . W o r� s3'Y S��TID/YS .20 � V V V Q 00 00 a 00 l a) ir*i Z M M W Z 3 0 a a ! - a CRYo F o a c AEG 2 5 M PEWCEMM 2 of 2 f 6 -.waAi A ,�% x a w 7 xg7p / ,alift / xyas T xqa ti 9 � ivi :J' xttp / xqp LOT / 17, C /"//N, J�f, /6 --- .� .Z — I F!/7, V Z-DT 2 DUNCANSON Company, lac. -14SSWISsg &ft,, � ? 66 98 Fair 2a"6 M.44ss X /'?/JS/. F,F. 8° 43 � FOUND PK NAIL BENCHMARK IS: WCCS SURVEY CONTROL DATA BASE POINT ID: 601. POINT NAME: 93H -917 DESCRIPTION: PK NAIL LOCATION: INTERSECTION OF 46TH AVE S & 447H P! S ELEV.= 13.57 FEET .AT F SURVEY REFERENCE 0 MEADOWGARDENS DIVISION NO 1. )L. i 2. PAGE 64. BOUNDARY DISCLAIMER IE PROPERTY LINES SHOWN ON THIS DRAWING ARE >T FINAL. THE TITLE COMPANY IS TO PROVIDE MORE = ORMATION TO DETERMINE THE BOUNDARY. c 0 0 1. 1 0- A .0 bO ir r�1 • PN4 W . ;;w O W W ac V Q 00 00 a 00 l a) ir*i Z M M W Z 3 0 a a ! - a CRYo F o a c AEG 2 5 M PEWCEMM 2 of 2 f 6 -.waAi A ,�% x a w 7 xg7p / ,alift / xyas T xqa ti 9 � ivi :J' xttp / xqp LOT / 17, C /"//N, J�f, /6 --- .� .Z — I F!/7, V Z-DT 2 DUNCANSON Company, lac. -14SSWISsg &ft,, � ? 66 98 Fair 2a"6 M.44ss X /'?/JS/. F,F. 8° 43 � FOUND PK NAIL BENCHMARK IS: WCCS SURVEY CONTROL DATA BASE POINT ID: 601. POINT NAME: 93H -917 DESCRIPTION: PK NAIL LOCATION: INTERSECTION OF 46TH AVE S & 447H P! S ELEV.= 13.57 FEET .AT F SURVEY REFERENCE 0 MEADOWGARDENS DIVISION NO 1. )L. i 2. PAGE 64. BOUNDARY DISCLAIMER IE PROPERTY LINES SHOWN ON THIS DRAWING ARE >T FINAL. THE TITLE COMPANY IS TO PROVIDE MORE = ORMATION TO DETERMINE THE BOUNDARY. c 0 W A .0 bO r�1 • PN4 O . ;;w J w W , V ° v' •. d v °O N w [-+ O . c 0 CO A C4� >�s' O r 0 f SILT MC8 VW LLATION AND bfAINrWNCE Stake Reinforce Monitor- Maintain and dean SILT FENCING Purpose Sra feaieS eu&As Sedimtot tbu has been mabft d by WVU no.ies ova rte sire. Fabric wed to tit coasumdoa of salt hadea bar t:, clots spi6dicatysized ro &%w waxy 0 saw 6=21N whit ie ai leas t.:t w2way of pudele oca. Appticallon Six fcaior 64 be med a po m de puimda of the Shk h w be plaeod p NnW to sopoaaphic ' eaetoas. Silt reams ism snimW for p'roemut io drainage ebuoeh at lee octet cooceaboW flows. 'Design Specifications m *a" is 1iluc C 3 (p. Q-34 sit (toes mwt be w re&k w a shallow trench. stad ibmstaked sad 0twomei to bac6rnpropulr The sit lash rbich can be fawad at rnaaycoowuaioa Sappty atocm mcu aheccd►e ro0owiop araodatd spte[taw8oas: AoS (ASTat 04751) 30.100 aim adze is mm) for e0 trm so• aN,n sir. 1s osayra orltetiabdcs water porml"ft "ni c"91) am sees mkatmtam Crab Tarawa Stier.•, m (AfflM DC6M 1800s mh for otka atrartOb table 100a:s mt► tot Nandard grwgftfab t Catab Tas,s?a Oors2aiotal�lSril Ocgz) SD% art,L 70%mtti t1laa+adatnsntaere• Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 W Ave. S., Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same February 22, 2006 Subject: Geotechnical Evaluation for On -Site Infiltration, New Residence at I I8XX 44th Place S., Tukwila, IVA (Parcel h 334740-0785) 1. The purpose of this evaluation is to determine if on -site stonmwater infiltration is feasible for the above project. 2. The site is located in the area of Tukwila known as Allentown, and is located in a very flat lots lying area of the Duwamish River Valley. 3. On January 31, 2006 two soil logs were excavated on site_ ?hey were located about 20 feet in from the front property line, and about 10 feet in from each of the two side property lines - Maximum depths of about three feet were possible due to the water and mud located at the sun -face which continued to rush in and fill the holes. Water was found at the surface and the area %%-as overall very boggy, as noted by backhoe maneuvering difficulties. Soils encountered tome a fine river silt, with organics in the top 6" or so. 4. Based upon this information and from knowledge of other similar sites in the area, this office has determined that the site is not suitable for infiltration. It is evident that the water table during wet months is high enough to make sub - surface infiltration unfeasible. 4. Questions relating to this evaluation may be directed to this office. S. Bruce S. MacVei P.E. Civil Engineer �� �3 johnsonwtlar0578 0 SWUM 4QM ZZ �f3 0 CB "C „ T3�PE ac �P //" _ /3. D /E -121 R /!/i/ G " SAYYLUT t TA.t? TEAL C/Z- 8' PAV �FNr AAUEFIE! Z %z " CL "8"A Z. eRC IYAP'L Co- 9S 1 SWi RATE pWAW MINOR � I O el Y V 7 /Z r 3' ! I _ !a V4ZE A VA b CRY of Tdwm 61RtDDrG DIVMoN Z %2 " et 'B"A.C. SASE e4 ll, -S&L, 2rAS_ MAT'L P 9S% ards N fL p. �9 s 1� tx1 W k, 0 N ' Z R14- 4 iP /M .tSMN EL. !¢.OB f&AVD C =FL, /D, SA - ' ISi61/A t Z 93 � l 4 'xX 1 =G6 4 .- X 761 = BO SF •. - ail Z0' = /60 SJC 4 tip lMsiitii�r �iili it os�lal�aol�� Tdaft M NOTE: i VA eeglltdl, s air piss t and WAV► adt!>RioeNT p111! ieritllr R lSDR 3S� 0.37 /, TlGs17'L/�(1F COt /NEL T. nMt -5 !'B.�dE� -TYPE / 1J// Tf ,ptcd stand or ordinances' c totally Sri ;h the �� - or the adequacy of the design tests PB f tZ_ 7rYP�' / W/ TF.E IF eSW J !o Ile 97 dzsiVcr Additions, deletions or revisions to tl>ese LF la" PI/C G� Q, Z S "l• iP /1K = /3.9A . /� /If/1 4" _ !Z. 407 drav%ingS after this da ill Void this of 'iced sww draa�ngs vI11 ZD tt _ a m ubu ittat random fill /f /1f.u� .,10 3 3 - 7rpE1 W/ 7EF -ad sill re " f sutneq PB ucz1 appros•al. //''/ ; � rN6". _rW G ' ` s //• 82 « is subja to field irsp by rP /Jrf Final bbc V /F rNW, 5W) to "� _ //• 5S the Public osks utilities ar. • Date: EARTHWORK VOLUMES CUT .245 CY TOPSOIL REMOVAL) FILL 1 CY (3(' FILL, NET 24' ELEV. INCREASE) RECEIVED rl�ilrr gVVW N � a a TOTAL 1,470 CY ,i o��vFfr�A �AO1vs -- ApptaM Of axiSbup� dorCA80lb does Not MAY 18 2�G6 Z' /'1 /lJ, l'LEACA1 /1'£ f Kckft of AV sooe�d code or on nwv,.- aloe of a�pl Ad Copy ac>d � B IMPERVIOUS AREAS TUiGNiLr1 EX P P NEW-HOUSE, LOT 1 1,250 SF !'UBLiC'v'iORKS NEW PAD, LOT 1 500 SF l N. T, S.) �. �� NEW HOUSE. LOT 2 1,600 SF NEW PAD, LOT 2 500 SF NEW DRIVEWAY, LOT 2 1,560 SF my of T"ft TOTAL NEW IMPERV. 5,410 SF 111 =vFL �1 • sad �w "Noll r .� V ' W 1� w •ba • V 1<•t CON w J V •.t C V W (b ON ;01 d d� lz t! 1 in w V �i ^ V 0 N •v fi .. O c�ti M a ° ' o •;� a o c� 0 m � � N sn CD c o o a _J .� c oa -C 8 �� rya° m > o 45n a am =V� E �c� cc z >1YV_ H [1_ r• 0 ION 1 z FLOOD ELEVAT INFORMATION 1 _ REVIEWED FOR The Agerltown ea fs std to potentW floodin CODE COMP; g. City of Tukwila Pubk Works Policy Bulletin A8 prescribes ft use of file U wing c.� , e a 1 � L' w at i Ofi the r hlal�111Ari flood in file location the pr+pps� �Y Cdlipn p - W RA zf a - j l r► s. S SIll�t =.v Ma*num Flood Ekvabon: `10.40 NGVD 1929 Datum � A = / INK s d S e W 13.90 NAVD 1988 Datum 7- - Of tulcw� i - _ s tti� � _ `'�' i oc - - ~ s sj - -�- o j s tt- 4 t tt SITE ELEVA TiON REFE s »rssr f �`�jNP nl% s i Ir3r� s: s - . : r.3 K -4 � s.�% � • •� c .r A local bench mark for use n the finished floor for the t. s Q + j r S new and Diller thir� �. . /. in _ - - -.__ - •_. . _ y - `4 �' s.- G1 �[ i On ' r - - . h '! .. •', Q `a O this plan set- The project bench mark is described as foiows . j/ t NOW t _ ; r" - "r � st0s Fit_ v1w O'7 tae os eo . y. `• : ''tom O Z z as 00 ter! PK mall awked'WCCS Point 10 830" 117 feet SSE of south or �oS �, 1 I0 y `EC `j j =- WJ t P(operly mer co, E1etra6on =13.57 NAVD 1M. io a� - ` ` �� � ; _ `;� '� ''' y O w o The Datum used for this plan set is NAVE) 1988. This irftmaon !� H 'O 6 - - - _ ; c�. °'t" - r y - r\dg, = provided from surveyor paVared map of site` _ '' " s �'. < 1� Z f��S X06 t "'': W t�a•yr A � • Z8 /}DA -04 t� I Qf z Ila MAY 17 - -- - s 7 ; ; i'ERV- T CENTER � t. e � • � 4 ROCK CONSTRUCTION gNl'RANCg . 29 L01V% may be modMed by ODES kopwtor as radtions site co wama xt ROCK CONSTRUCTION ENTRANCE Purpose Rock ommuctim !!trances bete prevent "wpm et sediment a'aay fromthe cite en the dns or wdt1MMsja of rebitks. Application Rat coowuctft emaom d WJ be pcov ided it ai t uamcwsys 0 a tinted ootnmt -den sine from a pcirate or pt�tie road. - 6esign Speclll aot cationt: Rock pads amatlp 12lea by $0feet sad 1 foot&M tto"vw. forims Sire rv;em clotpad may be tedtactd 012 foeetry 2$ fat (see Ilion C3A. p.0 -ftec as Intend by the DDES b9ac t; proriWd rto Sodimeat is karity 6c six- Rocks axed (4c r dooesoucd= rrM be a %6 iahu is 6aaxra. Geatodle" =m be placed bcaurh aloe sock apareaafba aedimeatS Goaobelnj •r zpW rap etroojh the tod by burly retrl:les- Adl v&1du mwt.se me toot pad a kart the site_ Maintenance Camumdoo ewaam must be inspected n9darly. *Wrack mustbe tepiSeed as heeded. TRENCH X- SECTION �t k NTS Slope ------ 01- to road drairtage system .dJ Q '' A � r X1W G A Pipe AL ?E�ENATF 577F 7�M FX. S_' MAI 81.0 Fl. 14.,69 CNAVD'8 .9) L'8 ' i4 " TYF,6 / = /-T. G /F /Z"rArw ) = /D.3 2 e14ArO, F X_ 3 /F 12 6 = /d, 7 CC Z/ Z %2 " ADS cd Q. �i % % q s, f N- 3Dlf SF - D/S7PA JWD ADD 8 N P.4 eEb Sf/d AIL DfZ PEA' TYP1e*AL SSG'! /llN 17.1 /S.SyEE7'� - 3 Z r - d /a i5,45 LON.f7•P S /LT J��iS�CE /GLt.4,r� /NG L /d! /T ALL P/L S 16"A CL f''ME/lT 6 � .4444-C JC Ze 6N 6S of W.S. 4 G zX " C Z 7�Lf /!''PVC lSD Ys aD. 1r. (SAC - Tn .0p D.ZS' �� j S.P, v lfV£L L A W/J FOR L / � bvj F.Pa //T - AAIP BAL`!C YAR D . - 7YP /L'.q4 /= Z'� /LL �8 -1 ABG 1/F J<: G•4 � DE St r713S " Sea: r tlleA WL sP/ICE S45 T �I & � N. T. S, /8 ., /D ' 7YP. Y.9.�D FL . Uss n. Y~14 L F 7 4 Pia l � g t ` o , f D � r. ifs �� � o 0 #10 o� � yj7 J 9 ps S� viC"Ved by the Public darts ha b�c e ZSB. /8 X &-�, s llepanme t for eon'srs bj t ` to h crro s and /4 , CD ceptance �- Gity standards violati(1m of t 1 GOLF/. "PVC /d LF PE1PF. '� ions �chich o not authorize Mponsi p4 01- bil'ttY L'8 "B "BPD / t b,' �• , / F 12 � 4NW.SFJ !D. /7 � X 6 - eF2 = ./X Sa N . 3r 3 49 Z /Z "A D-C Q Q, ISM. � PBRFORATED TIGJMM CONNECTION PERFORATED TIGHTLINE CONNECTION Perforated tlghWne cosnectloras convey flows ditecdy to a downstream drainage system such as a ditch or roadway pipe system. They are a last resort. and rue appropriate on sites so small or constrained flat dispersion will be ineffective or will create problems on neighboring properties. Perforated tdgb*w connections are intended to provide for some Infiltration. during drier periods (late spring thratgb early fall). During cite wet wittier months. base JIM may provide little to no flow control or water quality benefits. 'lypkal Uses: flows from impervious surfaces on small urban lots where vegetated flowpaths are not available for surface dispersion and where infiltration is not feasible. Design Specifications Comm:don to a storm drainage system with perforated pipe can be used for all types of impervious surface. Figure C-2-1 (P. C-24) provides details of perforated ughtime conimcdoeL Perforated tightline connections nwst be placed using the following constraints: • 'rate perforated stub -out connection. shall be placed in native soil to maximize Infiltration and dispetsion of water. • Setbacics from features other than septic system shall be as fisted in Refeawoe Section B_ Note. To facilitaa maimenom e. the ptrfotared pipe portion of rite synem may not be located render impervious or heavily eonnpatreil fe g., drivetrays and parwna areas) surfaces. • Runoff discbarge toward landslide hazard sues mast be evaluated by a geotedtnkal engineer or a qualified geologist. The petforated portion of the pipe may not be placed on or above slopes greata than 20% of above erosion hazard areas without eval atia ion by a geotedmical engtrtea or qualified geologist and DDES approval. • For sites with septic systems. the dwhup point most be dowagradient of the drainfield primary and reserve areas This requirement can be waived by DDES permit review staff if site topography will clearly p roliNt flows from intersecting the drainfield. See Reference B for a summary of SKCDPH onsite sewage system requirements. Toe- Indabdo PLAN VIEW OF ROOF NTS Dig trench lMsiitii�r �iili it os�lal�aol�� Tdaft M NOTE: i VA eeglltdl, s air piss t and WAV► adt!>RioeNT p111! ieritllr R lSDR 3S� 0.37 /, TlGs17'L/�(1F COt /NEL T. nMt -5 !'B.�dE� -TYPE / 1J// Tf ,ptcd stand or ordinances' c totally Sri ;h the �� - or the adequacy of the design tests PB f tZ_ 7rYP�' / W/ TF.E IF eSW J !o Ile 97 dzsiVcr Additions, deletions or revisions to tl>ese LF la" PI/C G� Q, Z S "l• iP /1K = /3.9A . /� /If/1 4" _ !Z. 407 drav%ingS after this da ill Void this of 'iced sww draa�ngs vI11 ZD tt _ a m ubu ittat random fill /f /1f.u� .,10 3 3 - 7rpE1 W/ 7EF -ad sill re " f sutneq PB ucz1 appros•al. //''/ ; � rN6". _rW G ' ` s //• 82 « is subja to field irsp by rP /Jrf Final bbc V /F rNW, 5W) to "� _ //• 5S the Public osks utilities ar. • Date: EARTHWORK VOLUMES CUT .245 CY TOPSOIL REMOVAL) FILL 1 CY (3(' FILL, NET 24' ELEV. INCREASE) RECEIVED rl�ilrr gVVW N � a a TOTAL 1,470 CY ,i o��vFfr�A �AO1vs -- ApptaM Of axiSbup� dorCA80lb does Not MAY 18 2�G6 Z' /'1 /lJ, l'LEACA1 /1'£ f Kckft of AV sooe�d code or on nwv,.- aloe of a�pl Ad Copy ac>d � B IMPERVIOUS AREAS TUiGNiLr1 EX P P NEW-HOUSE, LOT 1 1,250 SF !'UBLiC'v'iORKS NEW PAD, LOT 1 500 SF l N. T, S.) �. �� NEW HOUSE. LOT 2 1,600 SF NEW PAD, LOT 2 500 SF NEW DRIVEWAY, LOT 2 1,560 SF my of T"ft TOTAL NEW IMPERV. 5,410 SF 111 =vFL �1 • sad �w "Noll r .� V ' W 1� w •ba • V 1<•t CON w J V •.t C V W (b ON ;01 d d� lz t! 1 in w V �i ^ V 0 N •v fi .. O c�ti M a ° ' o •;� a o c� 0 m � � N sn CD c o o a _J .� c oa -C 8 �� rya° m > o 45n a am =V� E �c� cc z >1YV_ H [1_ r• 0 ION 1 z FLOOD ELEVAT INFORMATION 1 _ REVIEWED FOR The Agerltown ea fs std to potentW floodin CODE COMP; g. City of Tukwila Pubk Works Policy Bulletin A8 prescribes ft use of file U wing c.� , e a 1 � L' w at i Ofi the r hlal�111Ari flood in file location the pr+pps� �Y Cdlipn p - W RA zf a - j l r► s. S SIll�t =.v Ma*num Flood Ekvabon: `10.40 NGVD 1929 Datum � A = / INK s d S e W 13.90 NAVD 1988 Datum 7- - Of tulcw� i - _ s tti� � _ `'�' i oc - - ~ s sj - -�- o j s tt- 4 t tt SITE ELEVA TiON REFE s »rssr f �`�jNP nl% s i Ir3r� s: s - . : r.3 K -4 � s.�% � • •� c .r A local bench mark for use n the finished floor for the t. s Q + j r S new and Diller thir� �. . /. in _ - - -.__ - •_. . _ y - `4 �' s.- G1 �[ i On ' r - - . h '! .. •', Q `a O this plan set- The project bench mark is described as foiows . j/ t NOW t _ ; r" - "r � st0s Fit_ v1w O'7 tae os eo . y. `• : ''tom O Z z as 00 ter! PK mall awked'WCCS Point 10 830" 117 feet SSE of south or �oS �, 1 I0 y `EC `j j =- WJ t P(operly mer co, E1etra6on =13.57 NAVD 1M. io a� - ` ` �� � ; _ `;� '� ''' y O w o The Datum used for this plan set is NAVE) 1988. This irftmaon !� H 'O 6 - - - _ ; c�. °'t" - r y - r\dg, = provided from surveyor paVared map of site` _ '' " s �'. < 1� Z f��S X06 t "'': W t�a•yr A � • Z8 /}DA -04 t� I Qf z Ila MAY 17 - -- - s 7 ; ; i'ERV- T CENTER � t. e � • � 4 ROCK CONSTRUCTION gNl'RANCg . 29 L01V% may be modMed by ODES kopwtor as radtions site co wama xt ROCK CONSTRUCTION ENTRANCE Purpose Rock ommuctim !!trances bete prevent "wpm et sediment a'aay fromthe cite en the dns or wdt1MMsja of rebitks. Application Rat coowuctft emaom d WJ be pcov ided it ai t uamcwsys 0 a tinted ootnmt -den sine from a pcirate or pt�tie road. - 6esign Speclll aot cationt: Rock pads amatlp 12lea by $0feet sad 1 foot&M tto"vw. forims Sire rv;em clotpad may be tedtactd 012 foeetry 2$ fat (see Ilion C3A. p.0 -ftec as Intend by the DDES b9ac t; proriWd rto Sodimeat is karity 6c six- Rocks axed (4c r dooesoucd= rrM be a %6 iahu is 6aaxra. Geatodle" =m be placed bcaurh aloe sock apareaafba aedimeatS Goaobelnj •r zpW rap etroojh the tod by burly retrl:les- Adl v&1du mwt.se me toot pad a kart the site_ Maintenance Camumdoo ewaam must be inspected n9darly. *Wrack mustbe tepiSeed as heeded. TRENCH X- SECTION �t k NTS Slope ------ 01- to road drairtage system .dJ Q '' A � r X1W G A Pipe AL ?E�ENATF 577F 7�M FX. S_' MAI 81.0 Fl. 14.,69 CNAVD'8 .9) L'8 ' i4 " TYF,6 / = /-T. G /F /Z"rArw ) = /D.3 2 e14ArO, F X_ 3 /F 12 6 = /d, 7 CC Z/ Z %2 " ADS cd Q. �i % % q s, f N- 3Dlf SF - D/S7PA JWD ADD 8 N P.4 eEb Sf/d AIL DfZ PEA' TYP1e*AL SSG'! /llN 17.1 /S.SyEE7'� - 3 Z r - d /a i5,45 LON.f7•P S /LT J��iS�CE /GLt.4,r� /NG L /d! /T ALL P/L S 16"A CL f''ME/lT 6 � .4444-C JC Ze 6N 6S of W.S. 4 G zX " C Z 7�Lf /!''PVC lSD Ys aD. 1r. (SAC - Tn .0p D.ZS' �� j S.P, v lfV£L L A W/J FOR L / � bvj F.Pa //T - AAIP BAL`!C YAR D . - 7YP /L'.q4 /= Z'� /LL �8 -1 ABG 1/F J<: G•4 � DE St r713S " Sea: r tlleA WL sP/ICE S45 T �I & � N. T. S, /8 ., /D ' 7YP. Y.9.�D FL . Uss n. Y~14 L F 7 4 Pia l � g t ` o , f D � r. ifs �� � o 0 #10 o� � yj7 J 9 ps S� viC"Ved by the Public darts ha b�c e ZSB. /8 X &-�, s llepanme t for eon'srs bj t ` to h crro s and /4 , CD ceptance �- Gity standards violati(1m of t 1 GOLF/. "PVC /d LF PE1PF. '� ions �chich o not authorize Mponsi p4 01- bil'ttY L'8 "B "BPD / t b,' �• , / F 12 � 4NW.SFJ !D. /7 � X 6 - eF2 = ./X Sa N . 3r 3 49 Z /Z "A D-C Q Q, ISM. � PBRFORATED TIGJMM CONNECTION PERFORATED TIGHTLINE CONNECTION Perforated tlghWne cosnectloras convey flows ditecdy to a downstream drainage system such as a ditch or roadway pipe system. They are a last resort. and rue appropriate on sites so small or constrained flat dispersion will be ineffective or will create problems on neighboring properties. Perforated tdgb*w connections are intended to provide for some Infiltration. during drier periods (late spring thratgb early fall). During cite wet wittier months. base JIM may provide little to no flow control or water quality benefits. 'lypkal Uses: flows from impervious surfaces on small urban lots where vegetated flowpaths are not available for surface dispersion and where infiltration is not feasible. Design Specifications Comm:don to a storm drainage system with perforated pipe can be used for all types of impervious surface. Figure C-2-1 (P. C-24) provides details of perforated ughtime conimcdoeL Perforated tightline connections nwst be placed using the following constraints: • 'rate perforated stub -out connection. shall be placed in native soil to maximize Infiltration and dispetsion of water. • Setbacics from features other than septic system shall be as fisted in Refeawoe Section B_ Note. To facilitaa maimenom e. the ptrfotared pipe portion of rite synem may not be located render impervious or heavily eonnpatreil fe g., drivetrays and parwna areas) surfaces. • Runoff discbarge toward landslide hazard sues mast be evaluated by a geotedtnkal engineer or a qualified geologist. The petforated portion of the pipe may not be placed on or above slopes greata than 20% of above erosion hazard areas without eval atia ion by a geotedmical engtrtea or qualified geologist and DDES approval. • For sites with septic systems. the dwhup point most be dowagradient of the drainfield primary and reserve areas This requirement can be waived by DDES permit review staff if site topography will clearly p roliNt flows from intersecting the drainfield. See Reference B for a summary of SKCDPH onsite sewage system requirements. Toe- Indabdo PLAN VIEW OF ROOF NTS Dig trench r• 0 ION 1 z FLOOD ELEVAT INFORMATION 1 _ REVIEWED FOR The Agerltown ea fs std to potentW floodin CODE COMP; g. City of Tukwila Pubk Works Policy Bulletin A8 prescribes ft use of file U wing c.� , e a 1 � L' w at i Ofi the r hlal�111Ari flood in file location the pr+pps� �Y Cdlipn p - W RA zf a - j l r► s. S SIll�t =.v Ma*num Flood Ekvabon: `10.40 NGVD 1929 Datum � A = / INK s d S e W 13.90 NAVD 1988 Datum 7- - Of tulcw� i - _ s tti� � _ `'�' i oc - - ~ s sj - -�- o j s tt- 4 t tt SITE ELEVA TiON REFE s »rssr f �`�jNP nl% s i Ir3r� s: s - . : r.3 K -4 � s.�% � • •� c .r A local bench mark for use n the finished floor for the t. s Q + j r S new and Diller thir� �. . /. in _ - - -.__ - •_. . _ y - `4 �' s.- G1 �[ i On ' r - - . h '! .. •', Q `a O this plan set- The project bench mark is described as foiows . j/ t NOW t _ ; r" - "r � st0s Fit_ v1w O'7 tae os eo . y. `• : ''tom O Z z as 00 ter! PK mall awked'WCCS Point 10 830" 117 feet SSE of south or �oS �, 1 I0 y `EC `j j =- WJ t P(operly mer co, E1etra6on =13.57 NAVD 1M. io a� - ` ` �� � ; _ `;� '� ''' y O w o The Datum used for this plan set is NAVE) 1988. This irftmaon !� H 'O 6 - - - _ ; c�. °'t" - r y - r\dg, = provided from surveyor paVared map of site` _ '' " s �'. < 1� Z f��S X06 t "'': W t�a•yr A � • Z8 /}DA -04 t� I Qf z Ila MAY 17 - -- - s 7 ; ; i'ERV- T CENTER � t. e � • � 4 ROCK CONSTRUCTION gNl'RANCg . 29 L01V% may be modMed by ODES kopwtor as radtions site co wama xt ROCK CONSTRUCTION ENTRANCE Purpose Rock ommuctim !!trances bete prevent "wpm et sediment a'aay fromthe cite en the dns or wdt1MMsja of rebitks. Application Rat coowuctft emaom d WJ be pcov ided it ai t uamcwsys 0 a tinted ootnmt -den sine from a pcirate or pt�tie road. - 6esign Speclll aot cationt: Rock pads amatlp 12lea by $0feet sad 1 foot&M tto"vw. forims Sire rv;em clotpad may be tedtactd 012 foeetry 2$ fat (see Ilion C3A. p.0 -ftec as Intend by the DDES b9ac t; proriWd rto Sodimeat is karity 6c six- Rocks axed (4c r dooesoucd= rrM be a %6 iahu is 6aaxra. Geatodle" =m be placed bcaurh aloe sock apareaafba aedimeatS Goaobelnj •r zpW rap etroojh the tod by burly retrl:les- Adl v&1du mwt.se me toot pad a kart the site_ Maintenance Camumdoo ewaam must be inspected n9darly. *Wrack mustbe tepiSeed as heeded. TRENCH X- SECTION �t k NTS Slope ------ 01- to road drairtage system .dJ Q '' A � r X1W G A Pipe AL ?E�ENATF 577F 7�M FX. S_' MAI 81.0 Fl. 14.,69 CNAVD'8 .9) L'8 ' i4 " TYF,6 / = /-T. G /F /Z"rArw ) = /D.3 2 e14ArO, F X_ 3 /F 12 6 = /d, 7 CC Z/ Z %2 " ADS cd Q. �i % % q s, f N- 3Dlf SF - D/S7PA JWD ADD 8 N P.4 eEb Sf/d AIL DfZ PEA' TYP1e*AL SSG'! /llN 17.1 /S.SyEE7'� - 3 Z r - d /a i5,45 LON.f7•P S /LT J��iS�CE /GLt.4,r� /NG L /d! /T ALL P/L S 16"A CL f''ME/lT 6 � .4444-C JC Ze 6N 6S of W.S. 4 G zX " C Z 7�Lf /!''PVC lSD Ys aD. 1r. (SAC - Tn .0p D.ZS' �� j S.P, v lfV£L L A W/J FOR L / � bvj F.Pa //T - AAIP BAL`!C YAR D . - 7YP /L'.q4 /= Z'� /LL �8 -1 ABG 1/F J<: G•4 � DE St r713S " Sea: r tlleA WL sP/ICE S45 T �I & � N. T. S, /8 ., /D ' 7YP. Y.9.�D FL . Uss n. Y~14 L F 7 4 Pia l � g t ` o , f D � r. ifs �� � o 0 #10 o� � yj7 J 9 ps S� viC"Ved by the Public darts ha b�c e ZSB. /8 X &-�, s llepanme t for eon'srs bj t ` to h crro s and /4 , CD ceptance �- Gity standards violati(1m of t 1 GOLF/. "PVC /d LF PE1PF. '� ions �chich o not authorize Mponsi p4 01- bil'ttY L'8 "B "BPD / t b,' �• , / F 12 � 4NW.SFJ !D. /7 � X 6 - eF2 = ./X Sa N . 3r 3 49 Z /Z "A D-C Q Q, ISM. � PBRFORATED TIGJMM CONNECTION PERFORATED TIGHTLINE CONNECTION Perforated tlghWne cosnectloras convey flows ditecdy to a downstream drainage system such as a ditch or roadway pipe system. They are a last resort. and rue appropriate on sites so small or constrained flat dispersion will be ineffective or will create problems on neighboring properties. Perforated tdgb*w connections are intended to provide for some Infiltration. during drier periods (late spring thratgb early fall). During cite wet wittier months. base JIM may provide little to no flow control or water quality benefits. 'lypkal Uses: flows from impervious surfaces on small urban lots where vegetated flowpaths are not available for surface dispersion and where infiltration is not feasible. Design Specifications Comm:don to a storm drainage system with perforated pipe can be used for all types of impervious surface. Figure C-2-1 (P. C-24) provides details of perforated ughtime conimcdoeL Perforated tightline connections nwst be placed using the following constraints: • 'rate perforated stub -out connection. shall be placed in native soil to maximize Infiltration and dispetsion of water. • Setbacics from features other than septic system shall be as fisted in Refeawoe Section B_ Note. To facilitaa maimenom e. the ptrfotared pipe portion of rite synem may not be located render impervious or heavily eonnpatreil fe g., drivetrays and parwna areas) surfaces. • Runoff discbarge toward landslide hazard sues mast be evaluated by a geotedtnkal engineer or a qualified geologist. The petforated portion of the pipe may not be placed on or above slopes greata than 20% of above erosion hazard areas without eval atia ion by a geotedmical engtrtea or qualified geologist and DDES approval. • For sites with septic systems. the dwhup point most be dowagradient of the drainfield primary and reserve areas This requirement can be waived by DDES permit review staff if site topography will clearly p roliNt flows from intersecting the drainfield. See Reference B for a summary of SKCDPH onsite sewage system requirements. Toe- Indabdo PLAN VIEW OF ROOF NTS Dig trench lb 1 Z MH / RIM =14.08 INV= 7.52.8`PVC N INV = 7.50.8" PVC E INV= 7.50.8 "PVC S INV =7.63.8'PVC w 't m' / FOUND BAR & CAP LS #29537 0 xyy s xan D � "� x D / x�t» V x ' ! ►x wan FOUND BAR &CAP QSI A DS18 LS #29537 , �, $. QS25 / .0 p '.. SHED v. .... / well / A a � A ` w ag Y / 1 J nr xus� / 34' m ELEV =13.91 MAILBOXES `� MISC. VAULT 'Il 14,0 11V6 "Z' AN GRAPHIC SCALE 1 � 4 ? F AND & CAP LV#29ff � Kw. 4 l / 21 "RCP` INV= i 1.50/ vats m C3 �- LEGEND (D' >4EET 1 torch = 2C it. SUBJECT BOUNDARY LINE - - RIGHT-OF-WAY CENTERLINE -- ---� ---- -- RIGHT -OF -WAY UNE ADJACENT BOUNDARY LINE • - SECTIONAL BREAKDOWN UNE up OVERHEAD POWER UNE up BURIED POWER LINE G BURIED GAS UNE UT OVERHEAD TELEPHONE UNE UT BURIED TELEPHONE UNE BURIED WATER UNE ss BURIED SANITARY SEWER sD BURIED STORM DRAIN - DITCIi UNE/FLOW UNE 0--- -0 O o CHAIN LINK FENCE --_ x WOOD FENCE BARBED WIRE/VARE FENCE o SURVEY MARKER -4?- FIRE HYDRANT 6 SURVEY MONUMENT H GATE VALVE ® MONUMENT IN CASE IB WATER METER 0 UTIUTY POLE O SANITARY MANHOLE GAS VALVE a CATCH BASIN, TYPE I GAS METER O BOLLARD C3 MAIL Box NOTE: 1) ALL ELEVATIONS SHOWN ARE ABOVE MEAD SEA LEVEL (AMSL) AND ARE REFERENCED TO THE HAVD88 DATUM I > s Q I SSMH RIM =14.39 vD. INV= 8.67.WPVC 4 INV= 8.67.8'PVC S 1 %CCS POINT ID 830' ELEV = 13.57' ? 4p. /6 -- ,2 - io -- U FOUND NAIL & ALUIrt TAG #2661 \�� aS O� FOUND MON IN CASE vAr 2 1 /2'8RASS DISK IN CONCRETE WA4*#CH DN.O 65' S 1 22ND S T LDT / 17, S' "IN, ApF, f!/7. BENCHMARK IS: WCCS SURVEY CONTROL DATA BASE POINT ID: 601. v POINT NAME: 93H -917 DESCRIPTION: PK NAIL LOCATION: INTERSECTION OF 46TH AVE S & 44TH PL S ELEV.= 13.57 FEET SURVEY REFERENCE PLAT OF MEADOWGARDENS DIVISION NO 1. VOL-112. PAGE 64. BOUNDARY DISCLAIMER THE PROPERTY LINES SHOWN ON THIS DRAWING ARE NOT FINAL. THE TITLE COMPANY IS TO PROVIDE MORE INFORMATION TO DETERMINE THE BOUNDARY BOUNDARY AND TOPOGRAPHIC INFORMATION BASED ON A FIELD SURVEY PREPARED BY: S1745 PROFILE 4-A C Ck4b /ly,,55 3 .v I- = Z40 -" ' V / z • /¢ — 8R J4 /0 I� REVIMED FOR -� COD ECOMpLM!jCE dtsopnliC� NAY 2 4 2006 CItY Of Tukvyiitt Rliftimir. mnir' � w N . �HO /1 12— .S4`t` T1 40 If s N / m = .2D v V i = 2' I • 4 • f • i • W. * . • w b9 ...+ V P CL bi 0 O E-- 1� U to W / W 0 c =� wool orb Q eo ee es N Z Z Z ee .s W m of a a W a o W W a RECEIVED a MA 1 7 7C 2 P151viT CENTER - � s .v � V T # U I DUNCANSON 1 4"WISSrb s X 102 Pkm 2W44 4141 Fax M6 Uj.4415 0 cc co s FL - 0) ao 0� • C V LDT 2 00 J q l7. S D - . 4 A 'fUT, I +, • � a o m� � a� > p Co Q � m - �, m E as -0 � _m = to >oc a /1 12— .S4`t` T1 40 If s N / m = .2D v V i = 2' I • 4 • f • i • W. * . • w b9 ...+ V P CL bi 0 O E-- 1� U to W / W 0 c =� wool orb Q eo ee es N Z Z Z ee .s W m of a a W a o W W a RECEIVED a MA 1 7 7C 2 P151viT CENTER - � s .v � V T # U I <t`1 ;1_-5k -N Inc Reservej. Ail ;_egol Rights To Moteria! On Th'ss Sheet — 5ubject To Grimino! Prosecution NG'kF NUti�., P OR APPRE66 TO M 1 P05TFP AND PLAINLY V151ftLE FROM 43TR EF r f=Ra/J 1 NCB �3TRW T RE i 1 >• a 0 ON i A S I i 1 00 E-- KW% 150vovowA —� EAST ELEVATION 1/4 E � .,�ILI II It xb R.S. fASGI (o" PEVEL 51PIN6 #" x4" R.6. TRIM is x Ia" R.S. 15ANP APPROK 61? qDE LEVAT_1./,,?N, 114 eursuC V*CRKS r'%` j +L✓ rift Krovdirls v VC 'A ION NORT V% E 6-T VA 4 INOOMP' E T E f iTR# _ Ip'aaw.4'yR �f� '•.�1(i :/i I/ .� + i , t�S �s �j�r ' t ,'' ,+ �• Td V. s • bL : Cr: .. V v:1. ..... l~. v V o Re3rger P: x►s �bt.:b�.�h 1 -Ak, Z = ii - 'Ti `' It —gb 'sf ~-Amw Wo • .' :p + . : $.tc. i:4`i'it . L. r o. _ AP- -- W.& " - . fi . ..'�':7..1�a.�4'.p -`•_ .�.�G►`.•+�i�LT+�� t~ e. i:. '.','�t�+tLr�..f�1.Y.la.�t�c�:- -y: � - _ _ - iay�.>t •:.as �' � �Y . +It �t•!� d`Yi s �t �[� 1a -�.Y _ .. M , _ • i • f � 1111 _'WIMA0 H 440"� s� o g bI�te� p LpD� FOR a000 ," MAY 2 4 2008 cc city Of Tukwila L N IV O L U ~ z O �E NOM: GONTQAGT•OR TO ME(,K AND VERIFY WIL ANP SLOPE Ci"ITIONS PRIOR TO GONSTRUGTION CRANE PE6I6N 5HALL GE NOTIFIEP OF ANY MAWE PIE TO 6"ITIONS ON SITED i 1 >• a 0 ON i A S I i 1 00 E-- KW% 150vovowA —� EAST ELEVATION 1/4 E � .,�ILI II It xb R.S. fASGI (o" PEVEL 51PIN6 #" x4" R.6. TRIM is x Ia" R.S. 15ANP APPROK 61? qDE LEVAT_1./,,?N, 114 eursuC V*CRKS r'%` j +L✓ rift Krovdirls v VC 'A ION NORT V% E 6-T VA 4 INOOMP' E T E f iTR# _ Ip'aaw.4'yR �f� '•.�1(i :/i I/ .� + i , t�S �s �j�r ' t ,'' ,+ �• Td V. s • bL : Cr: .. V v:1. ..... l~. v V o Re3rger P: x►s �bt.:b�.�h 1 -Ak, Z = ii - 'Ti `' It —gb 'sf ~-Amw Wo • .' :p + . : $.tc. i:4`i'it . L. r o. _ AP- -- W.& " - . fi . ..'�':7..1�a.�4'.p -`•_ .�.�G►`.•+�i�LT+�� t~ e. i:. '.','�t�+tLr�..f�1.Y.la.�t�c�:- -y: � - _ _ - iay�.>t •:.as �' � �Y . +It �t•!� d`Yi s �t �[� 1a -�.Y _ .. M , _ • i • f � 1111 _'WIMA0 H 440"� s� o g bI�te� p LpD� FOR a000 ," MAY 2 4 2008 cc city Of Tukwila L N IV O L U ~ z O �E ft CRANE DE6W Inc Rase ryes Ail LegoI Rights To Mote rIoI On ThIs Sheet - 6ubteat To Grtminal Prosecution 22 1/2" MIN. ow, r I I su wuc .j 08Y x0t9 i I Z c O ! _ U� w snap It Ot?m sints SWAM mRm HmAm ra Rue i�ae1• ./ 6. "m taus Wpm _ tr �t •/ r HQOK u toAtq p metes AT Ir .s. SHEARWALL OETAI 3 /4'.t' - O' f ._.?.' A P "e'.s:--%rS : be v"tC <OC And .C':f G. Pr.or To r 9 rn ON OaSIPE FACE TO POST W RJ) FOUNDATION NOTES Arm -soR Mar WAaMS glA-L ► i4NGrw , pa St1At - Exrm 51 MIN. APV. M- OR 51NG- Z MUPS1t S FOR WWA�RS & RF5. Al * It�A'ERIOR POSTS 0 GRAM - SPAGE 4w-L HAVE Posm TOP & Wffom cwmFGTm- &L FOB rW:;S @ PERW-TER OF FOLMIATION 6119L M 15AGKFIU..ED_ UNO * GRAYItL •PAGE TO HAVE W 44" MIN. CRAW t SPACE ACCESS. * C4 Aft SPACE& CONCRETE SLAB PASEM514r TO. HAVE A ML GLAGK Val VAPOR FARRIER � � / � T S PRIOR TO C0 TRUGTION. * -my FawATION OPmms TO w- MIN. W AWAY I R M MY ha-P M. # MIN_ afARA GE P#tOM 5OL TO JOIST TO w- IS"! l2° FROM SEAM_ TSE LEGEND 11-11 5W = SlEpRwau. PER s�GtlEgJl_E Af5 _ = ANGtiOR DOLT PER 6GF1EPLIE C = STWWTUUt_ PETALS PER TSE 5F1EET(5) FOUNPATION 'VENTILATION 16,x,! 60:EE-EP FaMATION VENT = I2$ SQ !N. 120 FT - 107 5.1 . z 12 1290 Ut / f28 = W -I %4T-N 5 RE1Vl P! OXE ; I ) W . x!. VE,'4 l . L Rio r TO SnEEr S- 3A FOR BRED CREVIEWED _IANCF Qoo��rc i A � MAY 2 4 26 -36 city Of Tukwila PAJILD1Nr. n` %)TgTOhl - ER COfMR To Reorder Picrs f • s V r i 'Ai iFl�f € 3y y 2 i Ntai tit 11 11r, I � t} ac 0 U- t0 N 0 son �w � 0 w id z 005 . > 2 00 ,7 r ,^ 3, C° 1 Oil NPA' ON FL 4 A NOM: CONTRACTOR TO alE6K ANP VERIFY SOIL Alm SLOPE 6"I ff MS PRIOR TO Ca4STRUTioN CRANE PE6I6N atALL M NOTFIEP OF ANY &vNeE PM 1 6OWITION5 ON SITE! 4 -H FOUNPATION 'VENTILATION 16,x,! 60:EE-EP FaMATION VENT = I2$ SQ !N. 120 FT - 107 5.1 . z 12 1290 Ut / f28 = W -I %4T-N 5 RE1Vl P! OXE ; I ) W . x!. VE,'4 l . L Rio r TO SnEEr S- 3A FOR BRED CREVIEWED _IANCF Qoo��rc i A � MAY 2 4 26 -36 city Of Tukwila PAJILD1Nr. n` %)TgTOhl - ER COfMR To Reorder Picrs f • s V r i 'Ai iFl�f € 3y y 2 i Ntai tit 11 11r, I � t} ac 0 U- t0 N 0 son �w � 0 w id z 005 . > 2 00 ,7 r ,^ 3, C° 1 Oil NPA' ON FL 4 A .RAPE PE6", Inc Reserves - AI I Legal Rights To Material On This Sheet - Subject To & I'minal Prosecution •- a -. '� - •. � .. 22 1/2` MIN. v* m modem smog - `'": I ! 6_4 1'Ut /tNi 4 ; n X11 Mom" Pot SNl f1JNt :-•ifs A 1p1� _ - . . . ., _ - �� 1 0 ' �-- v . ((�� w Zrsall- #fist E �61+E1e v-10 6 � ; : - : ---- 5 �3. M IN . ' IV X A di LN..A13V. 5. .r:.. I. rIi! t ;p s+ "w Er.: r Q a r y os - NO OK !h'STALL. P MS T VW T - H I FAMILY ROOM 4!-7k 74 W—oj_ 5r - J � P ININO ' � � � �Fa3.•?.74� r�`-- 1� G•�'C�'�1� � k � � - ��sY -• ?ate! p 'r T E N OT s WA, LEO" ZxA WALLS U4 WA_L!5 MAIN FLOOR: OOR: UPPER M -ODOR: ix$ ve 4 0.' �T WKLs 4x10 (W = `. q. SQ. 1 1 FT A�.� _E' . WAFW - " .. `•wx�s 2418 2-41 X20 12,0% 5q. SQ_ SQ. . . 5 0: caNrr, - 0 Ewa TRW e � = 5 mss•-" 1`�T�U6i 5-'�A _ rat e bU['TERB & D�0" S .To i re ' PROD: �A6.: ' ICY G. ` lii 5 . FOCIAR6 AND •� �-- w� s N fo � � � aura. W:: ffH : �� 1N-- /� •• •.;•�. ✓•��!rp"�! •;.1•+/�±`.�"s••' :t om �/�� `� ,T bP9l'� ff:•:IF, NOT'. St.:It N6; TO - M QTY Pi" ,fix - P OR 0 , i5 CW :TO' Ppvr T..601' WATER' HEA &. . 4M V0TrvE T A .W"* vA� 4 ; n X11 Mom" Pot SNl f1JNt :-•ifs A 1p1� _ - . . . ., _ - �� 1 0 ' �-- v . ((�� w Zrsall- #fist E �61+E1e v-10 6 � ; : - : ---- 5 �3. M IN . ' IV X A di LN..A13V. 5. .r:.. I. rIi! t ;p s+ "w Er.: r Q a r y os - NO OK !h'STALL. P MS T VW T - H I FAMILY ROOM 4!-7k 74 W—oj_ 5r - J � P ININO ' � � � �Fa3.•?.74� r�`-- 1� G•�'C�'�1� � k � � - ��sY -• ?ate! p 'r •. y a . s m I v A b SAY / YID r ✓ M LN - AP •. y a . s m I v A b SAY / YID r ✓ M LN - AfW I LIVING - ROOM - - - xi was WMS To ME IIE FOR Vr - " TO HAVE ( 2) uWKs COD E GOh]�LIAfiICI= D _ �N � N LET � � s o Y MA 2 2766 MPO LN °° 2 -----=-------- QT ��rI �j tr AW GARAGE: t I ', ; _ Qty Of Tu wild (( s , 2 FX 5 b 2 FX I I FT lkx o" 1'065 °W/ R P I, 6 IV er 01hp 5m MAIN FLOOR PLAN 9 %;,a4'; &,J6R R7,E: At I D ime ^s ; o r•s 5h a: t be On ec%ed And 'ter i f 'ed Pr ;o: rc " nstruct i oin TSE LEGEND Q�raawarvri o-w 5W = StMwau Pf F, safSUe = 5TRlX•T1,R/'t_ GET.lLS PER i T5E �T(S) WA, LEO" ZxA WALLS U4 WA_L!5 MAIN FLOOR: OOR: UPPER M -ODOR: AfW I LIVING - ROOM - - - xi was WMS To ME IIE FOR Vr - " TO HAVE ( 2) uWKs COD E GOh]�LIAfiICI= D _ �N � N LET � � s o Y MA 2 2766 MPO LN °° 2 -----=-------- QT ��rI �j tr AW GARAGE: t I ', ; _ Qty Of Tu wild (( s , 2 FX 5 b 2 FX I I FT lkx o" 1'065 °W/ R P I, 6 IV er 01hp 5m MAIN FLOOR PLAN 9 %;,a4'; &,J6R R7,E: At I D ime ^s ; o r•s 5h a: t be On ec%ed And 'ter i f 'ed Pr ;o: rc " nstruct i oin TSE LEGEND Q�raawarvri o-w 5W = StMwau Pf F, safSUe = 5TRlX•T1,R/'t_ GET.lLS PER i T5E �T(S) R w 3 �I �W 4 .g � 4 � � V /O5 :li :v• +s s F L OOR 3 . f 7 �T:C .6 . � !tee :wlMeat: PENO CE.' M �7� r , Ta Reorder ratans la s: ® 2 04 :. ., ' rirj,` c t' w .sue. V". . • }S ._B a .v ��F !f f • .i�: t' . ��C : TrCi� � 1D�: r:0 u. krr�llwft , L ate • _ .. _ �' .. �?+c- 'tir•ii► �.il'aili".i�f _ .t _... tom.- ..:' - . -T•` 3P''�.v�► _ 'f � �r.'�,gS'�r: 1�•a 3;aJ�'•A 1 H"-L".. }" / o� ` _ . T. -�•� . .y. ... - ,. � - ' • S it I REftR TO 5"!ET 5--14 FOR 114 1; ZiTd'i LIV146 AREA MAIN FLOOR: OOR: UPPER M -ODOR: 1217 `. q. SQ. 1 1 FT TOTAL: Da Rvok f2ARA6E: 6LAZM: ('SO6124") 2418 2-41 X20 12,0% 5q. SQ_ SQ. . . FT. FT. FT R w 3 �I �W 4 .g � 4 � � V /O5 :li :v• +s s F L OOR 3 . f 7 �T:C .6 . � !tee :wlMeat: PENO CE.' M �7� r , Ta Reorder ratans la s: ® 2 04 :. ., ' rirj,` c t' w .sue. V". . • }S ._B a .v ��F !f f • .i�: t' . ��C : TrCi� � 1D�: r:0 u. krr�llwft , L ate • _ .. _ �' .. �?+c- 'tir•ii► �.il'aili".i�f _ .t _... tom.- ..:' - . -T•` 3P''�.v�► _ 'f � �r.'�,gS'�r: 1�•a 3;aJ�'•A 1 H"-L".. }" / o� ` _ . T. -�•� . .y. ... - ,. � - ' • S it I REftR TO 5"!ET 5--14 FOR 114 1; ZiTd'i Inc Reserves Al I Logo! Rights To Mater io! On This Sheet — Subject To & IM'Ino! Prosecution ME 6xI2" DFI*a W/ NO SPLIT ON GaU1+M 61W DFi.#1 W/EGGQ78�.�D525 COST GAP (PLACE P05T 60 9 FACE LIMES LP W/FaWATI01v WA-L) FLOGR FRAM I NO PLAN 1 1 /4 •..'. �•._• -:.;t +' . Pi-e 57.0 ; 5e L ^ec -ceS Ao if C. :tied Pr c- Tc Gs'str�.:! :on • e To Qeo►d.r Pians NOrE6: I. ALL FLOOR JOIST TO M 11Y 1 .O SERIE TJI'S JOISTS @ I(" O.G- LMESS NOTED OTHERWISE 2. SOLID MOCK W NOT TO EXCAM Id - -d' D.G. 3. ALL WEAMS APOVE PLATE TO RAVE MFe. MT L. - Hmems. TSE LEGEND c=>---='ww0m PER samy- 5w = srMw,au. FEt 664159,X AP _ _ McnoR ear ffz s6t1OUe 0 = STRIr'flItAL PETALS PER T5E SFTET(5) d xI2 .. v=L#1 W/ EGfdq 7*-V52 5 POST GAP REVIEWED FOR CODE COMPLIANCE pOflD njrcn ay • nr� M:f, 2 i�:_� Gty Of Tukufla RI ITI I)TIMr- .)nngt(ltxl won", WECEMM C" OF TUKWU Gt. 2 0 [s5 ca 0 2%:04 J=am`, v i. `.rrc • F] t I1 1S� 'pl $111 flit AM lk 0 u Z :L. o � w rA Z � � V O 21 03!05 v �f CF •JW [WC:"SER 0 -.wmaA I 0 ( 4 Lj 0 a 0 IS ' r ro I V; I 1 it I 4 ..X IT K ., Ln COE / l _ tea, 1, 3�_'. G Pffi"; 100• II �� � 1 � I I 54 r '. I . !!. L:l o ' �nz gl V 73 2 PIT IN, :7 1 RAIL i I � � E� � BFD I "I fl O O N j Q � %� i ' CIA �, f •� .. �._... ,-'. ll> T ?._.. I I /� �'^" I Jil 1 L "if I r IN V"It N, f 1 4 c > PK 1 011 ZVI 7D I Af I N & uf � ' R Oe V?V Y 07 o i l 1 i I `� � t I i i I 4 ..X IT K ., Ln COE / l _ tea, 1, 3�_'. G Pffi"; 100• II �� � 1 � I I 54 r '. I . !!. L:l o ' �nz gl V 73 2 PIT IN, :7 1 RAIL i I � � E� � BFD I "I fl O O N j Q � %� i ' CIA �, f •� .. �._... ,-'. ll> T ?._.. I I /� �'^" I Jil 1 L "if I r IN V"It N, f 1 4 c > PK 1 011 ZVI 7D I Af I N & uf � ' R Oe V?V Y r 5� T1 i n �l �•� I ' ! j i i 07 o i l r 5� T1 i n �l �•� I ' ! j i i Nation Wide Toll-Free 1-877-642-3675 KrNr IAW 7VNV Am s. voo (425,1 -0559 CRANE DESIGN, INC. ti I I )k x X A _1 ,.. x ��1 /2 > Z> I i��'� ~ _ L ter° �'�� � II I; ?'�O�i �=ry rn 70 7 3 x x R) rn J N r V "n ------ rTi 0 Vp - rn J • Ora and plates %of Ow"M WN VOS V%"'T as Vw%rww" OF %% a ._,. 0p4 wait rq**in Vw property of Crww Dw%W . Inr- Uw ')f the O'Ginwes Is umud to a sDdpcwod projoct for Persons rawd PWO"•• and for tp%r COP" of one URAdp4j. Any ww or ratow ..., I-am rr w %1-•KvY wordw%ed Mhow% "W W"U P" slo" jr ;,rant D e O %C V014jjVn dmvnW*ng on tpft a-swV W40 have WrIamrawece over scaled d*wf%6%WHL co- 04611 vVewy all OPWAgons wwor C"uon% pQ+"tar*V to •e work ;w kp to •-mVVOw%G to " const•Wction Prase. crww upsw. Inc. ^at be .4%j• of got w6••%kwvs fee" Vw ebwnsWo Ond."Or C*Admmn& - cw� these CP-oww Qs. 6A0 %kcp% varfttkam fowl be ro"Ved by crIaAV beslw%. Ime Prwr to ppoc.000V WMA the 90 Or Vw cco►trocsor sftit &CCrot C%Al resPom"tV ' Costs to r*CVfY Sam 07 Nation Wide Toll-Free 1-877-642-3675 KrNr IAW 7VNV Am s. voo (425,1 -0559 CRANE DESIGN, INC. ti I I )k x X A _1 ,.. x ��1 /2 > Z> I i��'� ~ _ L ter° �'�� � II I; ?'�O�i �=ry rn 70 7 3 x x R) rn J N r V "n ------ rTi 0 Vp - rn J • Ora and plates %of Ow"M WN VOS V%"'T as Vw%rww" OF %% a ._,. 0p4 wait rq**in Vw property of Crww Dw%W . Inr- Uw ')f the O'Ginwes Is umud to a sDdpcwod projoct for Persons rawd PWO"•• and for tp%r COP" of one URAdp4j. Any ww or ratow ..., I-am rr w %1-•KvY wordw%ed Mhow% "W W"U P" slo" jr ;,rant D e O %C V014jjVn dmvnW*ng on tpft a-swV W40 have WrIamrawece over scaled d*wf%6%WHL co- 04611 vVewy all OPWAgons wwor C"uon% pQ+"tar*V to •e work ;w kp to •-mVVOw%G to " const•Wction Prase. crww upsw. Inc. ^at be .4%j• of got w6••%kwvs fee" Vw ebwnsWo Ond."Or C*Admmn& - cw� these CP-oww Qs. 6A0 %kcp% varfttkam fowl be ro"Ved by crIaAV beslw%. Ime Prwr to ppoc.000V WMA the 90 Or Vw cco►trocsor sftit &CCrot C%Al resPom"tV ' Costs to r*CVfY Sam 40 IL 410 40 Lhh, 0 46 • S1 RUCTURAL NOTES 6F NERA.L: A' I. MEDIODS MAFtRIA S AND WORKMANSHIP ARE TO CONFORM TO THE MERkAT10NAL BUILDING CODE AND STANDARDS. 2003 EDITION (IBC '03), AS AMi.NIJfO AND ADOPTED BY THE GOVERNING JURISOLC110N. Tit►_' CO- TRACTOR IS RESPONSIBLE FOR THE FOLLOWING: c.` FROVIDING TEMPORARY SHORIN AND URACI14G UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN INSTALLED AND CONW71014S COMPLETED. t:.; FIELD VERIFICATION AND COORDINATION OF ALL DIMENSIONS AND E L EVATIONS BEFORE PROCEEDING WITH THE WORK. BRINGING 10 THE ATTENTION OF THE B U ILDING, DESIGNER ANY CONFLICTS :14 DIMENSIONS, MATERIALS OR NOTES SHOWN ON THE PLANS. a -� INV_ ALLATION OF PROPRIETARY PRODUCTS IN ACCORDANCE WITH MANUFACTUREWS. SPECIFICATIONS AND RECOMMENDATIONS. IAA +T:RALS, MEMBER SIZES. NOTES, ETC. SHOWN ON THESE STRUCTURAL PLANS ARE SPECIFIC FOR 114E PROJECT AND TAKE PRECEDENCE OVER ANY CCNFiICT WITH THE STRUCTURAL" NOTES TMT FOLLOW. %ES'01`2 CRITERIA: FLOOR LIVE t QA7 40 Psf (with other live bads in accordance Milh 180 '03, table 1607.1) SNOW LOAD 25 psf KIND: Vas- 85 mph / Exp C SEISMKI : SOIL SITE CLASS -D, Ss- 135109, SDC -E 1 0"UND ARE FO BE PLACFD ON UNDISTURBED NATIVE SOIL AI1H AN ASSU DESIGN 8[kKI iG CAPACITY OF 15M psf. EXCA ARE TO BE TO THE DEPTHS SHOWN ON THE PLANS AND ARE TO BE FREE OF STANDING WATER. OVER EXCAVATIONS ARE TO PE t4 ;CKt ILLED WITH LEAN CONCRETE (f'c =2000 psi) OR COMPACTED Flit IN ACCORDANCE r+ :Ti? RECOVUEINDAIMS Of A GEOTECHNICALL ENGINEER ^'LCTURj %j. CO NCRETE: +.� CONCRETE IS TO BE MIMED. PROPORTIONED. CCtA'EYED. AND PLACED IN P:r_C ^# IiANCE WITH *BC '03. IBC '03 STANDARDS AND AC! -301. M INIMUM d Ja rOyF 'RESSh7 STRENGTH IS TO BE 2WO psi. ►'L,t :�(;f =�itfv `_TEE_ IS TO B GRADE 60 DEFORVED BARS "FR ASTM A615 at *►s DUFAIUIN•;. FABRICATION A!ND PLACEMENT P:R iBC 'C3 At:D A:1 -3 ' : f h*SEC ?I[rG CF CO ±NCRETE (MALLS ARE TO {LAVE i4 CORNER BARS WITH A MINIMUM r 1 8' ^F E1RBErUENT A.NC SPACED THE SkUE AS THE FI- RIZGNTAL REINFORCEMENT. •>. :r- R;; TRUS ^_� VETA: _PLATE CONNECTED 'NOOD TRUSSES ARE 10 BE DESIGNED BY A *ASIid TOE': STATE '''F' ESS IONA�L E 014;i VEER iN ACCORDANCE 61.H ANSI //TTFh 1 - 1995 'NATIOk� DES0t 'i &"D AF.DS FOP. FETAL -PLATE CONNECTED '4000 TRUSS CONSTRUCTION' AND UBC '97 klEik PATES APE TO BE IC80 APPROVED. VERIFIED BY A CURRENT REPORT N'JMBEF. MF SSES. INCLUDING CRAG TRUSSES AND SHEAR FRAMES. ARE TO BE PLANT FABRICATED BY A MANUFACTURER IN COMPLIANCE WITH IBC '03 SECTION 2303.4. THE TRUSS MNJUFACTLRER iS RESPONSIBLE FOR VERIFICATION OF ALL TRUSS LENGTHS PRIOR TO - THE TRUSS ERECTION CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING CURD , INSTALLATION AND FOR ALL PERMA.'E?NT BRACING ICENTIfTED ON THE TFuSS PL MS. PI _Y'NOOD DIAPHRAGMS: qC - :'F SHEAM;N *' OF SIZE SHOWN ON THE ARCHITECTURAL PLANS IS TO BE SPAN RATED 24,' MINIMUM DIRECTLY NAILED TO SUPPORTING TRUSSES OR RAFTERS WITH Bid COMMON 0 6' o.c_ AT ALL EDGES AND 8d COMMON O 12' o.c. AT ALL INTERMEDIATE SUPPORTS. r_3CR SHEATHING (SUB- FLOORING) OF SIZE SHOWN ON THE ARCHITECTURAL PLANS IS TO 3F SAN RATED 16 ox. Td[G DIRECTLY GLUED AND NAILED TO SUPPCRTING JOISTS OR BEAMS WITH 10d COMMON O 6' ox. AT ALL EDGES AND 1 -Ca CCVIMON 0 12' ox. AT ALL INTERMEDIATE SUPPORTS. lei r . if ME � 4 a.li�Pd.i. ':r+:5 A i�. rii '� a " .: r L• �i I''E C:J►''i5 APF r► +LASE AS W4hu1•ACTt;RfQ BY SIMPSON STRONG — TIE COM PANY. INC. . � :. : - :._ ;mot a - ' � w..t � "tom•!.: "Ei t�f.klrl�!' ►�11C • _ jet at It' A*A1 h iN D AM ETER TWIN 80LT DIAMETER. •y..a ARE TO BE CC Inl,4 Wk NAILS AND OF QUANTIFY. SIZE. LENGTH AND TYPE AS SPECIFIEC W. SIMPSON. n ROOF TRt;SSES ARE TO BE CONNECTED TO THE PLATE LINE WITH ONE (1) :_1A?SOli 41 HI;RRICRjE TIE AT EACH TRUSS BEARING. tc;.- 5 ARE CCMMCH `DIRE. t' , ,00" FR e x -UMBER TO BE HF 12 OR BETTER EXCEPT WALL STUDS MAY BE HF STUD GRACE �c S:::. L.ATES 1 WHER NOT SPECIFIED ON THE PLANS: :: LVVNS 1. HALLS ARE TO BE (2) 2x STUDS Or THE SAME WIDTH AS THE WALL AND SPIKED IOGETI;ER +IiTN 10d O 12' ox (UNLESS NOTED OTHERARSE) POOR FRAMING PARALLEL TO iNTERIGR PARTITIONS IS TO HAVE ONE FLOOR ,0!51 JiRECTLY' SENEATH EACH PARTITION LESS THAN ONE KA61F SPAN LENGTH m4u TWO ,iOISTS 1 h - 'ERE PARTF EXCEEDS ONE HALF THE SPAN LENGTH OF � ?',,JOIST. . 0OR JOISTS ARE TO 6E SLOC KEC AT ALL S:ARLNGS. AAL TOP PLATES ARE TO HAVE STAGGERED SPICES A M=`livu11! OF 4' - APART A::G SPOCE7 TOGED4ER IN THE SPLICED ZONE ATTH A MIiNi OF 8 -16d SINKERS. ?., AOCC iN CCINTACT AITH THE WEATHER, SOti_, CONCRETE OR MASONRY 1S TO 13E PPESERvAT ^h TREATE: -S'�:ATED C6L UMNS ARE TO F AVE 'CC' TYFE COLUMN GAPS. 00 - -uMNS IN MALLS ARE TO itA.1 -AC - . • LPC - . GR - F•C TYPE PO CAPS. t P 1 ;1UPAL GLUE LAMINATED TIMBER: MANUF ACTURED BEAMS ARE T O BE .^ DOUGLAS FAR AND STRESS GRA4LIE C01t&NATiON 2 4F '.4. BiAM CAMBER ANERE REOU:RED IS SHORN ON THE PI-MiS � 7R-jC; UR.%L_ PR EFABRICATED WOOD PRODUCTS: A. I .. BEA6MS AND OTHER PREFABPrCATED WOOD PRODUCTS SHC+A'N ON TI;E FLANS Ao: 74^SE PPi? - I TS AS VANU BY TRL:SS ,CIS AAlocU11tAiN. SHEARWALL SCHEDULE DIRK SHEATHING SHEATH NG SHEARFLOW REMARKS -- l (SIMPSON) < _ EDGE NAIUNG NAILING SNNPSON H1 AT SW, 15/32 PLYWO ONE SIDE 8d 0 6' ox. _ 18d 0 8' O.C. 1 -1/2' HF SW2 15/32' PLYWO ONE SIDE. 8d 0 4' o.c. ISd O 5 1 2' ox. / SHEARWALL - SW3 - 15/32' PLYW'D ONE SIDE 8d O 3' ox. 18d O 4' o x. SEE NOTE 5. -- SW4 15/32` PLYWD ONE SIDE S O ' d 2 ox. 16d O 3' ox. SEE NOTE 5 NOT USED { SHEARWALL L H3 STHD14PJ (2)2x HF STUD 38 -1Od \_ SW5 15/32' PLYW'D 8d O 4' 16d O 5 1/2' ox. TYPICAL -ED TYPICAL EACH SIDE o.c. 2 ROWS SEE NOTE 5 NOT USED _ - H4 1' =1' -0• (2)Zx HF STUD 1/4 UPPER FLOOR �SW6 15/32' PLYW'0 EACH SIDE 8d O 3 • ox. 16d O 4' ox. 2 ROWS SEE NOTE 5. NOT USED r w 7 15/32 PLYW'D 8d O 2 o.c. 16d 0 3' O.C. SEE NOTE 5. - — - - EACH SIDE MAIN FLOOR 2 R 1/4 SCREENS FLOOR SHEATHING ROOF SHEATHING MFG. ROOF TRUSS OR ROOF RAFTER SCHEDULE IS BASED ON 2003 INTERNATIONAL BUILDING CODE FOR WOOD FRAMED WALLS WITH 2x4 (MINIMUM) HEM -FIR STUDS 0 24' ox.. 2. SHEATHING IS TO BE SPAN RATED 24/0 MINIMUM AND MAY BE PLYWOOD OR OSB. 3. SHEATHING THICKNESS MAY BE REDUCED TO 3/8 OR 7/16' PROVIDED STUDS ARE 0 16' ox. MAXIMUM. 4. SHEATHING IS TO BE DIRECTLY APPUED TO STUDS AND ALL EDGES BLOCKED. 5. STUDS ARE TO BE SINGLE 3' NOMINAL OR THICKER AT ADJOINING PANE EDGES AND SHEATHING NAILING STAGGERED FOR SW3, SW4, S1ti5. SW6. do SW7. 6. 4LL NA:iS ARE TO BE COMMON WIRE. 7. SHEATHING NAILING AT INTERMEDIATE SUPPORTS IS TO BE 8d O 12' ox. 8. SHEATHING NAILS ARE TO BE DRIVEN SO THAT THEIR HEADS ARE FLUSH WITH THE SURFACE OF THE SHEATHING. i HOLDOWN SCHEDULE I L1ARK I :r CARD END TRUSS ANCHOR REMARKS i SWARiNALI OR RAFTER l (SIMPSON) < _ EDGE NAILNNG I SNNPSON H1 AT tOd 0 6' ox. 2x BLOCK EVERY TRUSS 1 -1/2' HF 13 -10d OR RAFTER 10d 0 6' o c. (2)2x RF STUD SHEARWALL 0 12' ac. EACH END 1 I±2 EDGE NAILING (2)2x HF STUD SHEARWALL -�-� -- I EDGE NAILING 2x6 NAl1LFR PER PLAN SHEARWALL L H3 STHD14PJ (2)2x HF STUD 38 -1Od \_ DOUBLE TOP PLATES TYPICAL ROOF TO WALL CONNECTION TYPICAL DETAIL AT GABLE END B H4 1' =1' -0• (2)Zx HF STUD 1/4 UPPER FLOOR NOT USED UPPER FLOOR UPPER SIIEAFtiLOW HONING PER SHEARWALL SCHEDULE SCREWS SWMI.OW HAl1 1NG PER SHEARWALL SCHEDULE SHEARWALL PER PLAN RIM JOIST PER PLAN RIM JOIST MAIN FLOOR FLOOR SHEAT#IINC a: l r 1/4 SCREENS FLOOR SHEATHING SHEARWALL EDGE NAILING SHEARWALL H6 PhD6 (2)2x HF STUD EDGE mum SSTS28 NOT USED �--- FLOOR JOIST RIM TO TOP PLATE: 24 -SIDS (JOIST MAY 8E SW 1, USE LTP4 0 24' o.c. I H7 Wygl FLOOR (2)2x IDFL j2 SW2. USE LTP4 0 16' o.c. SSTB28 SHEARWi1LL TO EXT. �) SW3 USE LTP4 0 12' o.c. 4x DFL 1 2 1 (3) EDGE NAILING \_ SW4, US£ LTP4 0 10' ox. 2x Ram NWN FLOOR SHEARWALL 2x HALER %M FLOOR SHEARWALL WALL sOP PLATES � �� PER FLAW WAIL TOP PLATES NOTE.. USE THIS DETAIL WHEN MAIN FLOOR SHEARWALL PANEL EDGES FRIWtE ONTO MEMBER BEi1NEE)N SHEARWALL PER PLAN NOTE: USE THIS DErAx, wHw UPPER AND IANN FLOORS. %WARWALL PMIEL EDGES 00 NOT FRAME ONTO MMMON MEMBER BETWEEN UPPER AND UNN FLOOR. ROOF SHEATHING MFG. ROOF TRUSS OR ROOF RAFTER SCHEDULE IS BASED ON 2003 INTERNATIONAL BUILDING CODE FOR WOOD FRAMED WALLS WITH 2x4 (MINIMUM) HEM -FIR STUDS 0 24' ox.. 2. SHEATHING IS TO BE SPAN RATED 24/0 MINIMUM AND MAY BE PLYWOOD OR OSB. 3. SHEATHING THICKNESS MAY BE REDUCED TO 3/8 OR 7/16' PROVIDED STUDS ARE 0 16' ox. MAXIMUM. 4. SHEATHING IS TO BE DIRECTLY APPUED TO STUDS AND ALL EDGES BLOCKED. 5. STUDS ARE TO BE SINGLE 3' NOMINAL OR THICKER AT ADJOINING PANE EDGES AND SHEATHING NAILING STAGGERED FOR SW3, SW4, S1ti5. SW6. do SW7. 6. 4LL NA:iS ARE TO BE COMMON WIRE. 7. SHEATHING NAILING AT INTERMEDIATE SUPPORTS IS TO BE 8d O 12' ox. 8. SHEATHING NAILS ARE TO BE DRIVEN SO THAT THEIR HEADS ARE FLUSH WITH THE SURFACE OF THE SHEATHING. i HOLDOWN SCHEDULE I L1ARK I :r WAL STUD -- - ANCHOR REMARKS i TYPE /BOLTS l (SIMPSON) i ISIMPSOW BOLT I 1 T1 LSTA36 1 -1/2' HF 13 -10d I H1 HPAH (2)2x RF STUD 16 -16d 0 12' ac. EACH END 1 I±2 STH (2)2x HF STUD 28 -10d -- I EA END T3 MST60 11 L H3 STHD14PJ (2)2x HF STUD 38 -1Od - 10 -SDS H4 P14D2 (2)Zx HF STUD 1/4 SST816 NOT USED SCREWS 14 -SDS I H5 PHD5 (2)2x HF STUD 1/4 SCREENS SST820 NOT USED H6 PhD6 (2)2x HF STUD 1 /SC440 SSTS28 NOT USED 24 -SIDS H7 PHD8 I (2)2x IDFL j2 1/�4 SSTB28 NOT USED H8 HD8A 4x DFL 1 2 1 (3) 7/8' 0 SST028 NOT USED !DOTE: THE 'H2' MAY BE A STHD10 AND THE 'H3' MAY BE AN STH014 AT NON RIM :fi " S; APPt.1CATI0F75 I FLOOR TIE SCHEDULE MARK STRAP TIE WALL STUD REMARKS THICKNESS SPECIE NAILS /BOL l (SIMPSON) 1 *2 15ri1' die. A.B. O 16' ox. T1 LSTA36 1 -1/2' HF 13 -10d O 8' ox. i NOT USED 5 5/ 8 d'o. 4B. 0 12' ac. EACH END 1 T2 MST48 3' HF NOT USED EA END T3 MST60 11 3' HFH 21 - 16d M NOT USED I ANCHOR � - BOLT SCHEDULE M RKK i SILL PLATE ANCHOR i REMARKS l AB* 5; 8' die. 4B_ 0 32' ox. NOT USED 1 *2 15ri1' die. A.B. O 16' ox. NOT USED AB= 15/8' die. A.B. 0 12' ox. A 15.;S d.a. AB. O 8' ox. i NOT USED 5 5/ 8 d'o. 4B. 0 12' ac. 3x SILL PLATE I 1 REQUIRED hm .. lk%y'wn4 9oLTS ARE 5/8' -2:o. 0 48' o.c. LNLESS NOTED OTHERWISE ON PLAIN. 2) WASHER TC BE 2' x 2' it 3/16' HC,K Q'EATE AASHERS SHEA�?WA DETAIL. SHEARWALL �U1�y i�r SI'Y. AB'T SIiEMA LL PER PLAN S HEARWALL -- EDGE NAILING FOR CON OF SHEATHNG TO HOLDOAI STAID (IYP.) 2x6 STUD w/- 1 Cd O 3' ox. FULL LENGTH (STAGGERED] FLOOR v j (S YG NCT SHOWN FC.R Cur (.2) 216 OR 4x6 HOIDC%W St10 I I S.R11F TYPE HOLDCON PEEP. PL44 TC9 Cr CONC. WALL L' HOP C► - i V ; I - . l ar i tN FHOLDOWN DtTA L r! s =���• P.T. SILL PLATE a/ &%CHOR BOLTS PER FOLMDATION PLAN 4 WK -k-w. KLWU WWJFACU'S REWAAS"n) f01- ACATlpt *%LL ,4 KXT me El 80DED NR fiXjTrNt: F00'W. WA All! P T iOW SHEARWALL PER PLAN (SHEAT111NG NOT SHOWN) NAIL S TO BLOCKS AS FOR SHEARNALL EDGE NAILING TIE STRAP: SRWWN LSTA21 wl 10d x 11- MLS (TYPiCAL) /2• KING STUDS 4x2 FLAT (TYPICAL) BLOCK WALL OPENING REINFORCEMENT AT SHEARWALL WALL STUD (TYP.) TO B CON ) NOT t 3 -16d 0 EACH STUD ROOF SH w/ EDGE NAILING TO LEDGER i (MN.} LEDGER vex TRUSS TOP CHORD OE LEDGER DETAIL ,._,.�, P L SICARNALL SCHEME FLOOR SHEATHING 1� ` (MM MAY BE F FLOOR JOIST JOISTS lIAY BE P ERPENDICULAR EDGE TO WALL) PLYWOOD TO wk- L) 4 `� -2x6 P.T. SILL PLATE FILLER 2KS P.TL PLATE • ■/ ANCHOR BOLT SHEARWML� I • x/ ANCHOR BOLT t PER PLMN EDGE KUM I PER PLAN f l RONFORC� PER l FOUNDA�T04 r[ LOCAL JIIRIS01CTi0l1 =ANT PER LOCAL JURISDICPON F FRAMING DETAIL FRAMING DETAIL OPTION 10d 0 4' oc- 17� : �. 2:6 &M 13ETWM .JOIST'S AND HIRE '/ 10d O 4' Q Fi& BLOCK TO TOP PLATE DBL TOP PU1'E HARM PER SHEA SCHEDULE 3/4' APA RATED - SUBFlA0R REVIEINED FOR M — CO14PUANCE QODOn�icn MAY 2 4 2006 City Of Tukwila RATE mr. nwimm SFIEARINALL PER PLAN MAN FLOOR SHEAR- FLOW NOLING PER SH1EARIIIALL SO4M ILE WA FLOOR 91EARK4LL EDGE wtW a PLM OFFSET SHEARWALL DETAIL J 1 �1• ..cr s • TSB ENGINEERING 12810 PI.E. 178" ST. A Sj[te IC- Woodinville, WA 98072- (425) 481 -'6601 A F,'V: 481 6_17 1 - IN \1'11•'1 -� I ti �. pro ;ect tit- ISM. -. sheet }itle: S1 IRA U ` I N l,'! rev iSi^r.S: des,gner: d!C-.%rr. �.. Chia7-ke-4: 4 0 te: .:e: sheet r: T / + t -- 1 f UPPER 10d 0 4' o.� Ftit.l DEFT14 SHE" ALL BLOC KW, EDGE *IALLiMG UPPER FLOM ` FLOOR SkEADW,' 4'11 AIMS ATE CAE- A23 O ; fir 0 -t_ PWOR JOIST •ALL TOP ports LINE Iw"Ns PDI atJ@i � `� I w !. . SHEARWALL DETAIL r �7 NOTE: USE ONE PANEL AT EACH CORNER AT 501 AND SPLICE HEADER AT NTE M PANEL 21' MIN. SY11• AB"T 3 TYP. CON11 U(XIS HEADER (PER I'LJW) �--� Mf • • • • • • • • • I FASTEN SHEATHING TO HEADER WITH 8d COMMON I , , was N 3' (RIO PATTERN AS SHOWN STRAP TIE: SMPS ON ST2215 DBL. STUD W/ 20 -100 "WLS (np -) (MISTALL ON SIDE OPPOSITE SHEATHING) 7/16' SPAN RATED SHEATHING 24/0 MN. w/2 ROWS OF 8d O 3 ox. - I AT PANEL EDGES (1 ROME OF NAILS NO EACH STUD AND SRI PLATE). t I I IF PANEL 1S NOT CON'NUOUS. BLOCK PANEL EDGE w A SINGLE i I 4x6 AND ATTACH PANEL EDGE (2) 2 x BOTTOM CK i TO BLO */2 Wa OF 8d 0 3 "o.c. PLATES ' I ; ; - HOLDOMM PER PLAN - 8d 0 3 O.C. SILL PLATE a �• • • • i • ' ' 1 ROW INTO i i Il . i i i I ii EACH PLATE I —1/2' do. x 12' LONG _- ! s �j L5 ANCHOR BOLT (2) AS SHOWN w/ �� I I I I 2x2«3/16 THICK PLATE WASHERS i. CONCRETE FOUNDATION WALL w/ CONTINUOUS FOOTIFIG Y PROVIDE 1 - 14 18• L DOMfEL 6' FROM FOOTING INTO WALL AT EACH HOLDOWN Q AT RAL RESTRAINT PANEL 0' SHEARWALL EDGE NNUKV BEAM PER PLAN SHEARWALL / FLOORTIE DETAIL DRAG TRm SH7G SWARWALL PER PLAN ATTAC BLOCK BETWEEN 8d 1RU�S O SHEAR 1 TRUSSES Sd 0 6 oc. ,� SHEARWALL EDGE NAILING RIM JOIST OR BLOCK BETWEEN JOIST (FLOOR JOIST PERPE'NDVILAR TO r-- SHIARWAIL WALL TO BEAR ON MUOSILL •/ s EDGE NAILNG �� sow mm BETWEN?N JOIST). ATTACH JOIST OR BLOCK AS INDICATED BELOW ANCHOR BOLT FIN" ANCHOR: III PLR PLAN • FOR SNS. USE A35F O 16' o_c. SOIPSON LSTA36 ATTACKED GRADE FOR SM6. USE A35F 0 12' ox. TO WALL TOP PLATES O TO BOTTOM I FOR SW`?. USE A35F O 9' ox. TOP OF TRUSS BOTTOM CHORD PLATES 55 �':��� .� I 34 SILL PLATE 1i LIXT fALL1frW MUNDATION ./ REINF. PER DETAI PER LOCAL JUWSDICTION DRAG TRUSS DETAIL FRAMING DETAIL J 1•z1'�' T 1� -1 iT WALL TOP PLATES ONE WALL STTW (M. EACH SIDE OF OPENING) STRAP TIE: CONTINUOUS CS16 w 14 -10d COMMON NAILS AT EACH BLOCK ATTACH STRAP TO HEADER AND FRAMING UNDER WINDOW WFTH 10d NAILS AT 4' ox. 4x4 FLAT BLOCK (TYP.) NAIL SHEATHING TO BLOCKS AS FOR EDGE NAILING OF SHEARWALL NOTE: 3 WINDOWS AT SIM NF1 PLEADER SPLICE v LOM -16d O 4' o.c_ SHEAR PER PLAN BLOCK BEr*M jW FLOOR S EATHM UPPER FLOOR SIEARIULL EDGE N LM LiLtifR FLOOR ft" .05 SlEAftkl EDGE MILTING ANGLE: SLAPS" X23 O B' o -c. SHEAF EDGE Iwo *kL TOP CLAMS L_LW.R sLOOR PM A SHE AR*WA L DETA!! SHEANLLb N11L PEP S EARNALL r10C Q BEAM PER F LATEW RMTRIwT PAM! PER PLAN SHEARWALL ( �C MIALL STUD. DBL I USE SHEARWALL EDGE STLIO MAY BE RE01) NAMING FOR CONNECTION SEE PLAN. I OF SHM TO CALM S W TIE STRAP I PER PLAN I I RIM JOIST I L:I UPPER FLOOR I SUB FLOORING .v � I I f; IF HEADER I AND NAt STRAP TO I o W O WADER AND TIE I w `.I HEADER AT EACH END TO MALL ST= BELOW I •/ (1) MS127 I I USE SME4RWALL EDGE �- NAILING FOR cONPIEcT10N OF SKrG TO EACH STUD SHE4RWAIL TYPICAL FLOOR TIE DETAIL Q MOIST FLOOR SHFATINlNG� 10d O 4' ox. SHEARWALL PER PLAN (SHEATHING NOT SHOWN) NOT ANGLE A23 O 16' ox- EDGE NAILING MALL TOP PIATM NASfNN NLOOR AJ SHIAMM SHEARWALL DETAIL BLOCK BEIMIEE N IQOOF SHEALTHING � AT 24' c.c. EDGE NANLOiG At PArEI sHF-ARRALL EDGE NAu L PR PLAP ANGLE VS 0 12' ex- L � OF ANGLE on ROOF SWATHING EDGE NAILING BOOR xJW PER ATTACH THIS END OF J016T To IIFW ./ UIrS210 OR EQUAL HANGER DRAG TRUSS TO SHEARM' L CONN_ TIE STRAP: SIMPSON MST27 w/ 30 -16d NAILS ADER PER PLAN " PLYWOOD w/ S 0 3" ox. EDGE o.c. FIELD 3 0STS OR (2) 2x STUDS 3LOCKING 0 PLYWOOD JOINTS ATERAL R PANEL _ foR CODECO �A� 2 4 1008 CSItY Of Tukwila f�II�L pig �1filtfi�(1N PER PIAN TIE STRAP PER P11W (� EHt1 oF' STRILP AROLm ENO of N.00K) ATTACH IM L Of JOIST To 9"m ./ SLLY sm TS18 061, BLOM BETWEEN AT S LSRWAU- ATTACH BL+OCNC 10 XASr w/ UM13 --2 Hwwm Z OFFSET SHEARWALL DETAIL r T i f • rSE ENGINEERING 12810 H.E. 178' ST. • Suite 101 Woodinville, WA 98072 -8702 425481 -6601 • FAX: 481 -5371 t t�,Pl I j t' F.KPNRF� �11V20.TUi ` , f project title: PLAN #070301 TSE 4662 sheet title: STRUCTURAL NOTES AND DETAILS revisions: t designer: s ode drawn: fo checked: ' date: 08/3'. scale- A35 . f�Y file: 4662 i sheet #: I i i I . f SHEARWALL PER PLAN STRAP PER PLAN NAILING PER SHEARWALL SCHEDULE JOfST HANGER • C '� OFFSET SI!EARWALL DETAIL r CRAKE DES :jf Inc Re66rV66 A Le ClaI R ghts To `'ratans+ on Thra Shoat - 5vbjQCt To CrAloai Proaecutron -- Rit 1 JOTS' - RIM JOIST "INN - 1 .1 0 6 1 ! >,P.; R.aTFD / � 2X6 STUDS-- --- - - -- -- -- 5HE 4'' -; - \Gr �t- �, _3 T $G Pi N - . S14T. OR O.S.B. 6 '6' O.G. - - - - -- 3.-4' T46 PLY. S"T. OR O -S.B. Ibd s 1:1 O C. - - - - -1 *;•� R-30 F3A7T INS. ?'od 8' O.G. - - - ...__, ' _ , - -- R -30 1NS. Jv'ST PE R R i 1001 e 6 O.G. '­!AX. - - -- • ' ,�� `+ � .- It . --- FLOOR JOIST PER PLAN PLAN IS EI\G'1EER r0o O.C. ENGINEERI IN, O TO SJPERCEDE. \ '' 8d Co' O.C. EAC► ,` CF P;_..C,1 IS ENGINEERED, �I �� .�'� r /2' D"A. x 10' A.B. Lt / k• t X 3' X 3' 8d m 4' O.C. '\'IAX. -- - '� - - I r C ; T - ENG NE_RING INFO .O SJPERCEDE.) .. ` ' 11,45"E R 6 6 ' - O' MAX. O.C. 4 BOLT (3 ROWS) . ` T - \ 5/8 014, x 10 A.B. LU/ i4 X 3 X 3 !` SHALL BE NO LESS TWAN + BOL WHERE 13RlGK - v I Q 4' PEQF. ^ ✓RN. - ILE '' - D`•G~'ETERS 3 - L'2' FRC:"1 GOR \ER \ WASHER 6 4 -0 MAX. t BOLT SHALL , L _ 4 NOT 1"'GRE !`-+�r4N ;2 F- NE YE�1. - PROVIDE _ _ -- - - -� - -- BE NOT �ESS PAN BOLT DIAMETERS SEA N !tee% -►vE� =N^S T , r r C EACH 5' -:'P 6 UNDER �'.\ - - - - - -- - -- - : -3/8') FROM CORNER t NOT MORE THAN j OJ'�ID�;TlO, SIs,� �i_A . c !'' N. .,C S �_ 2 RO_ Tra N AGE-+ INDIVI GR:�r�E I T T I F " E E C*= E DUAL .�� cOf E` 5EDMEN N �_ 1 = O a1`DA'IC\ $4iL P; ATE. MIN. 4 X 113 DI" EN /�• \ . �' 2 .6 " F '"00 S ILL l / \y.; 1 2x6 P.T. MU D51 1 I 04 CO \T. REHAB FOR E.<!. �.�� \�;i ji •>i' ! _ '4' Or- ST = , "';AL-: X %I IC• -- - - - - -- - -t':) - "4 CONT. REBAR FOR EA. _ = - _ ..�•; `t: 7 ' !; j I !0' 0;= STEM WALL a Y m �� ' /,a=OR BARRIER; BL /-%C<.' �- .! �r .6 ' 7 1 1L. V 1 5QUEENt G:. R BEA`! TO EARTt �f VAPOR BARRIER CLEAR. `v _ t� `�f = .�. C • _ ,� ,-- r .� t -- - R -- �� %, _- BLACK) TO E AR 0 Aco" d I .- ..C` r . REBAR - - - -- - - -- 2 - 0 4 CO NT. REBL,R ;ro' O.C. ( \ /ER'+ . 4' $• I 4 . 16' i - I _. .�. ...� — `� \ 2x4 STUDS 19 16' O.G. (IF PLAN 15 ENGINEERED, ENGINEERING INFO TO SUPERCEDE.) 2x4' P.T. MUDSILL W/ 112' DIA. x 10' A.B. W/ 1,4' x 3' X 3' WASHER 's 6' -0' o.c. i BOLT SHALL BE NOT LESS THAN l BOLT DIAMETERS (3 - 1/29 FROM COINER a NO MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, 4 MIN. 1 ' EMBEDMENT (1) - *4 CONT. FOR EA. 14' OF WALL 4' CONIC. SLAB OVER 4' GRAVEL FILL W/ 6x6 W2.1 x W2.1 W.W.M. IN SLAB. GRADE z E 0 4 VERT. REBAR 0 18' o.c. c0 (2)- *4 CONT. REBAR 4' 8• DOOR FRONTS W!TP NOT LESS 16' THAN (2) 5/8 x 10' A ¢. PLATES & 5+ -4EAR W,4Li OVER 2' ;VIDE G `RAG FO U D 4 " O N '_ •-:\ ID S "'. \ %� = ���E�T ~` � T! -;�»'\ 3 _ ?� - C '±-;� REQ , 2~ S AIR r r T + :r^ s • �.•, �=- �=- �— - .•� _ ' ' �� ''- r ATTIC VcNTILAT:ON 1/;50 OR- !/300 OF SPACE d T +�-- • - �`i.. �.✓ ✓� V j- »l.� .� \�' I C J ' V '• ^H-\ . L E3C ,UEE_ ' Tu �LUALL ----- - - - - -- - - ,. �� , G , _ SEE aL ANS / -- -- - FOR ROOF Ca \ST. SEE FRAMING PLAN 1. T=�E -- �4Ni_/ '� = '%_.�C' .�i �- -E T+-�� i �4` ELcVATIOi\ W1 'MIN. ? /16' A A RATED •••i• -•� - n e- 055 �i-- �- :.• ,^ �� SHEATHINCs LINO ..;/ S' -0' PANEL LENCaT► -: •:. N 4 \ .�F....... \,� ~ \�I.^� \. ' 'i.AGED i'ERP. y0 DIRECTION OF FRAMIN *. s AND ALTERNATE P•4NEL END JOINTS B`! 1. - - �— • \ii� =-• —: v-- �..�i �--= -` E +-' �`.�v �C TI C �� v',1..1 T�� t' \,L, ^ \\ ` ' I��Ci; -� !'4NEi. �E \f - H �il.�iLED Sd (o PERi='•'1E -ER t ALA P rRTFp PANEL Su P,, EDGES I2 ` O.0 6 F' T`"PiGAA J \O W /.5 FELT ABOVE - TYPICAL U`O. - - -- / f \ _'_EL SPACE TO EXTEND `" C'r /' 1 \= ' —�✓ =N �'•. A;; N. '2 /_5O E - N5U; A. ION. ^ + wrt•- -/... V .` T ` --• .- ' \v\ G`•••..C �\ �J + �..% -\ L I `E lei. ► r.� i r..�� - _ \•\ \ `C\`. ` - - -- --- - -- - .._ - -_ 5'!�PSG� i- e••iaIRR =`E TI ES Z ., ., � �,•;__ \.� T=-;= S T.. �� 5 ' ci \�''�f = ' "��' $ 2 ° -a' oc. B•RD BLOC<5 ill/ SCREEN TOE NAIL W/ FCC ^ ve i_.N*`. E_4_ END TO TRUSS OR RAFTER TYP, t , 4 l - -- - - - - - -- = ROV!DE CONT. ROW OF ROOF S o 'NG s NA' 6 ' L O.G. MAX. APE \r_� ��- _ !- ^ - �; +,�' --• `rG I \5::_�."':O\ ±� ` ` -`-\ � ^"\ R ' NG- .:_< -,R -- � ; T . : C` �t � x3 QS. CEDAR PASC!A U;/ C0NT. \ ��'• M �t� = R \ 44 /•\ � +-- C; \C- ly 111 --- - - „ _.::....�\', ::x,_:. - -- ExT. ;.;L.e" a:L_�5 - pro 5 r tr £ `c'o.c_ G< Z �!' - r ► - _„E \:;:_:\r _ OVER a -t' 3:_ - T :NS.:_.:,,. V�; B.:�celEe -�- _ \G } .- • - - -- -- , `�J G _�...�5 N. '� o e:-: Er: 5--_ —I NG .'S = PLAN =.^.e .� V _ f, _..i ../. �. o i••. ...i_ w__ / _/ v ws - ._... v'��. f- \✓• 'VcD vim+_ - -- _ i - - _ .lo, Z 46 ' ' - .... \ ..mac w-- _:._= ...►_ a.� \.. Q..a -✓ ✓� F •-� �R `ri - y= '-rs yZ ee f:e o_ go -ya 1•Y ' ?o a v !► �ff�: - ..G: ♦ • • i 6 J 0 O !l it a ; r M V K i ts wi z 'mod es . 0 V O t. C L i r• (n J a w a U) w Imm O z 19 =Mai Q �®e CL )Ion 0 IL t�> T I -. V DA RE'. r .S'i 2003 I.B.C. s t o e - ?'.J4.V `•,,mac_? i 0 _.amAi STE1 - GRAI (IF PLAN 15 ENGINEERED, ENGINEERING INFO TO SUPERCEDE.) PT 2X6' PLATE W/ 5/6' DIA. ANCHOR BOLTS 0/4'X3'X3' WASHER) e BOLT SHALL BE NOT L ESS THAN 1 BOLT DIAMETERS (4 -3/8') FROM CORNER AND NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, MIN. 1' EMBEDMENT 4' CONC. SLAB OVER 4' COMPACTED FILL W/ 6xo - W2.1 x W2.1 W.W.M. IN SLAB. 2' RIGID INSULATION (R -10) 24' MIN. (EXTRUDED POLYSTYRENE) 4' - - ----- 0 4 REBAR - NORIZ. 0 10' O.G. — 0 4 REBAR S Iro'o.c. (2) - '*4 REBAR CONTINUOUS E T ,4 E I r j It A ll . I I (IF PLAN !S ENGINEERED, ENGINEERING INFO TO SUPERGEDE.) 2x6' P.T. MUDSILL W/ 5/8' DIA. Q 4'-0* O.C. W/ 1 /4' X 3' X 3' WASHER) t BOLT SHALL BE NOT � LESS THAN - I BOLT DIAMETERS (4 - 3/8') FROM COMER AMI NOT MORE THAN 12' FRO." i THE ENDS OF EACH INDIVIDUAL / FOUNDATION SILL PLATE / MIN. - 1' EMBEDMENT / - - (1) '4 CONT. FOR EACH 1 0' OF WALL - T+= ERI !AL BREAK 4' CONIC. SLAB OVER 4' GRAVEL FILL W1 6x6 - W2.1 x W2 W.W. f. IN SLAB R -10 RIGID 'NS. 1 rz PERVIE TER 4 I $• �•\ REVMED 6 , s4 VERT- 6 `fo'o_c. 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L r� a to a �n A [a r• 0 0 ,l d o' a Q w: 5 1 i t I r CRANE ES'5N. 'rc. Reserve• All L egal Righte To Materiai On Thte Sheet - Subject To C'Wral Prosecution GENE R4' NO &: I. CRAWL SPACE VENTILATION, MINIMUM NET AREA, 1 SQ. FT. FOR EACH 150 SQ. FT. OF FLOOR AREA. OPENINGS TO BE PLACED AS CL05E TO COWERS AS PRACTICAL (MIN. 8' AWAY FROM ANY HOLD DOWN) AND SHALL PROVIDE CRO55 VENTILATION ON AT LEAST TWO OPPOSITE SIDES. 2. CRALU SPACE, UNOBSTRUCTED ACCESS, MIN. 18'x24'. 3. 4TT 'C VENT;LAT ?ON, 1/150 OF ATTIC AR OR 1/300 IF 1/2 IS IN SOFFIT AND' 112 IS 3• ABOVE PLATE I'VE. :. ATTIC ACCE55 '"11 22'x30' WITH M!N. 30' tiEADROCM UNOBSTRUCTED, READILY ACCESSIBLE OPENING. 5. IN ROOMS NOT PROVIDED WIT" AN OPERABLE WINDOW OF 1.5 SQFT. OR GREATER, A M E CHAN I CAL VENTILATION S�f"5TEM, CAPABLE OF PROVIDING= 5 AIR CHANGES PER HOUR, SHALL BE PROVIDED. (o. VENT DRY 5AT +" FAN6, AND RANGES /OV TO THE OUTSIDE_ ". CsARAGE A ND HOUSE OCCUPANCY SEPARATION t"I1N. ! HR. TAPED AND FINISHED. GARAGE AND BASEMENT SUPPORTS TO BE 1 HR. (5/8' TYPE 'X' OR EQUAL) 8. TILE =CR 5;401,.;ER SNAL L BE 6' ABOVE FINIS+4 FLOOR WITH WATER RESISTANT BACKING. °. ALL '.UA7ER CLOSETS TO HAVE 30' MIN CLEARANCE SIDE TO SIDE, 24' MIN. CLEARANCE 0 FRONT. 7 0. EGRESS IN EVERT SLEEP!NG ROOM SHALL HA A MINIMUM NET CLEAR OPENING OF 51 SQ_ FT. T+-IE "N' N . NET CLE AR OPEN'•NG HEIGPT DIMEN510N SHALL BE 24' MIN., NET CLEAR OPENING t-JIDTk' I:ME NSIO\' O*- 20'. BOTTOM OF OPENING- SHALL NOT BE MORE THAN 44 ABOVE FLOOR = 'REP_.CICE C ODE COMFL;ANCE PER 2003 IRC AND LOCAL BUILDING DEFIT. =t. L-:EAR EXTENSIONS - HEARTH SHALL EXTEND AT LEAST ]Co' FROM THE FRONT CF, AND AT LEAST 8' BEYOND, EACH SIDE i OF THE FIRE PLACE OPENING. WHERE THE FIREPLACE OPENING IS 6 SQ_ FT. OR; 4RGER, T+ IE HEARTS f EXTENSION SNA;_L EXTEND AT LEAST 20' 'N FRONT CF AND !;T LEAST '2' BED JtiD, EACH SIDE OF THE FIREPLACE OPENING. LONG_ OR MASONR. Y 1"1U5T NOT BE 5JI✓�.^,RTED C U;C0D FRAMING. i3, 4mPL ICATIO\. 1 AND INSTALLATION OF INSULATION AND VAPOR BARRIERS 44003 aTATE C-- W45WINGTON ENERGY CODE. �. G�L•"'NC- \ GD%"*;P =iA GE ;UITI- 2003 IRC d LOCAL BLDG DEPT. 5TRUCTURAL NOTES: i. DESIGN LOADS (VERIFY SNOUT LOAD PER AREA) A. ROOF LIVE LOAD 25 f'SF (TOTAL LOAD 31 P5FXW/TILE 45 PSF) B. FLOOR LIVE LOAD 40 PSF (TOTAL LOAD 50 PSF) C. SEISMIC DESIGN CATEGORY D2 U.N.O. BY ENS. D. WIND LOAD 22 PSF E. SOIL BEARING CAPACITY 2000 PSF ASSUMED. SOIL REPORT REQ'D ON ANY QUESTIONABLE SOIL_ (1200 DEFAULT FOR CITY OF KENT) 2. FOUNDATIONS A. ASSUMED MAX SOIL BEARING CAPACITY 2000 PSF UNDISTURBED CWT. (1200 FOR CITY OF KENT) B. POUR FOUNDATIONS ONLY ON UNDISTURBED SOIL. (VERIFY) C. UNDER FLOOR SLABS COMPACT FILL TO '35% MMO. 3. CONCRETE A. FOUNDATIONS AND FLOOR SLAB CONCRETE SHALL BE EQUAL TO (3000 PSI). MAXIMUM WATER TO CEMENT RATIO, 5 -1/2 SACKS OF CEMENT PER CUBIC. YARD OF CONCRETE AND 6 -314 GALLONS WATER PER 94 LB. SACK OF CEMENT- 3000 P51 A55UMED COMPRESSIVE STRENGTH AT 28 DAYS WITH AIR ENTRAINMENT !N ACCORDANCE WITH TABLE 4022 IRC B. 1 11NIMUi 1 COVERAGE OF STEEL, 3' BOTTOM, 2' SIDES, 1 -�12' WALL$. FOR SOIL, SEE CODE WHERE SOIL NO PROBLEM. C. EQUIVALENT FLUID PRESSURE, MIN_ 35' PER CUBIC FOOT 4. REINFORCING STEEL A. ALL RE iNFORCING STEEL SHALL BE DEFORMED, GRADE 60 BARS ASTM A05 - WITH DETAILING. FABRICATION AND PLACEMENT PER IBC 2003 AND AC1 - 318 B. SPLICES, WJ - IERE LOCATED AND APPROVED 514ALL BE A MINIMUM OF 12 INCHES (3000 PSI ) OR 30 BAR DIAMETER C. ALL REINFORCING SHALL BE TIGHTLY TIED AND SUPPORTED DURING CO'�STRUCTION_ D. WELDED WIRE MESH SHALL BE ASTM -A185. A. PER 2003 IRC 3_ +HEADERS /BEAMS - SEE PLANS FOR Al L SIZES AND SPECIES. C. SEE PLANS FOR F!Y` JOOD. G. TRUCTURAL STEEL !N LOCATION SUBJECT -0 L4UMAN !MPACT 5UCI•; AS GLA ONN DOORS. GLAZING ',,;;'THIN 24' ON E lt" -:ER SIDE OF A DOOR ORE=NtN'G, GLAZING CLOSER T "AN 1 8' TO A FLOOR, SI-•!OWE'R DOORS, •=N T�B ENSI-0 5PA BE EI THER TE1''RERED GLASS _ ^,'''INATE^. SAFETY GL A55. S�<:TTE�c R E5: r AN- -` ;�. OR WI RE REIN =cRC GLASS Foe S<Y_ C.:-4 . °o. N G_•t:55 DC OR. S ; O BE 5AFE - `' GLAZING, LA1"INATED, OR TE`" ERE✓ Gi -,4 �Out,ER - NG; O':aRES SHALL BE APPROVED W'RE RE'`FORCED. TE!`'PERED OR L,c:`i!\ATED 5 =E"rY GL455 OR % ;ATTER 2ESISTANT PLASTIC. '%1; -` "N :8' OF FLOO OR LE65 TO BE SAFETY GLASS. '�. - *_ Ex, ER Ce wA_L GAZING % 5H444LLBE DO::BLE GLAZED ''r. • ._.. =X - =R :OR " CD ; O BE 7REAT,D NO 2 AS TO THE P1I� I AL CF - SOIL \ ✓�C . — ^'•r•`�= ^-��' I ._i= !"/", fi r= T.•-{� 1 / 1 == `c !'1 1_ • n, .�.Q; r�� �. �. .� ✓a- Yr.t L..ivv / .i ✓. _ ' ��.3`- \a- �a - ` Rl. / ti � .. ./�+ :�'v r-`�✓ c' ^ _Ra n / •+��.- 1 -n„ O �~ r ' /n� V•C1�/- ::..' -4 ^^' `N . 1E1 VR w — .`� :i.J _ ^' �"•��y C .�� C� Pte/ / � ^ /r / �"50 ' ._ - 7 ✓�_ :_ \�v C t �� .�i� ►�� —. v rC1: \� �E ;__74 T4`\ EVER,• -=C�T -0 ENSJRE ' r L :v<.r �=:vv Or -= - -- C-+E � ✓Rls;,,,; \G 5, -' :t EVER =T ;s ' ;' S;BIL' CF T C -►.. .iR RcS. GN TY O \- R;.. -��- -C C =C< \ ONs ANJ DNS =R-OR TO �� S T e �C� ^ ✓`_ -\:. AeE _ =c :"`R -.. = CRS \ = E S: � \, \... .�\ ---- G- : � =�= DR=" \�G .. ^- c�,•.- /: _ == =C ./� w • v v v..i _ �/ _ fir/. _ r. •. . /' _ n -'v -••. �/�.•• -� �_� ~_ \ - \..l •+_�_✓ —�� �\ =emu \✓ `v =� /.v ^ 3 w%-•v- \� � * . + _ Y�i�✓= _ \ -1 � �J ^` �___ .�a��ya � � V 'Etc � V W �� � -���T� \\/ �'.�� �J✓ �.✓ V •.~.•- .".�-. .. _ . -• J iv ~��_ E ea • v w/� / ' r�V Why �� �• / \ • - �� .rte _..- .. -•�+- �..� : _ :. _ — �•-:. 3'••�C�•+•3�y .i C3. ` �►__�..i C/� w` \W 1__ \w_�+� �, A v �l. - G '-Ja rr.,,, ~_� /�/� v�V VR ....�t�. , ` -• r(/ v -�1.•'_ �..CJ� F- :�'✓�c vr: � -- :. -e►s ter- ya ?.e ✓�ci.� ao •mar = sa �✓ 'c :o�s:.-..c ::�. s • ALL STRUCTURA STEEL SHALL BE AST'" I A36, NEW, CLEAN AND FREE OF RUST, PIPE COL. 5H /:LL BE ASTM a53, GRADE B OR ASOL, A36 STEEL. (A! 5C.) STRUCTURAL FRA''"NG- /•. TO BE !N C01"1PLIANCE U1IT14 2003 !RC B_ PROVIDE NAIL !N ACCORDANCE WITH 2003 IRC \NOTE: STRUCTURAL ENG. SPECS TAKE PRECEDENCE OVER MIN. NAILING SCHEDULE AND OTHER GENERAL SPECS. C. 1`ROVIDE 501-0 BLOGCING- AT JOiST 5UPPORT5 AND BEARING PARTITIGNIS. D_ PROVIDE BRIDGING OR BLOCKING AT MID -SPAN OF ALL SPANS OVER 10 FEET. E_ USE APPROVED JOIST HANGERS UA - IERE REQUIRED - F. ROOF TRUSSES: 5 TO BE VERIFIED, DETAILED AND FABRICATED BY TRUSS 1" ANi:PA TURER. iN5TAL: AT101 AND BR!DG1NG SHALL BE PER t ANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. ALL TRUSSES DESIGNED MUST BE STAMPED BY LIC. WJA. STATE PE. CARE BE TAKEN DLIRi� 'G ERECTION BY BUILDER. TO NOT OYERi0.4D '<�''JG$ES ;!J.'Tl -I BUILDING r"c,[iT. . 0 ,GDEQJATEL`' BRA T ZU55ES. 8. V V✓ W�� :..V 2x6 = 5TUD5 AT i6' O.G. (24' G.C. MAX.) PER 2003 IRC W, 5PAC'NG NOT TO EXCEED 16' -+;REE STORY j';;Z:CTL:R= -'X6' ST::DS t"US': BE : SE i fi LGW=ST E', i- 5P•raC1NG NOT TO EXCEED 1b' O_G. LG.sBLE T� C =B AT' S S H AL L -»AYE .'O!NT5 5 AG'G-ERED 1 10_ LESS 8 .-+d` 4 F EE'. OF 5- S 48* I N. LA 1W EAC=+ SID .^.= ,:0:\` �•;r'6d fi '2' G;,. BE E N FD' L/► ES =OR =X''. 4 1N . _ONG j4 1 (2 t 3 �T�R`' B_✓ r.�. RCC- NG :.;;�. =._`' *cCJ \ .�..✓.�2D/.\..E ,.. T-- 2003 ARC B_ =RGV'DE ^'T 1/=\- Lt:' i\ .�S ItiD�GAT =D G\ RCs =2t:" \G• = �f =\j. .. \ ..�.. - a , 3 == _C <NESS �.F'<. </:' =D 'C \G.;= � :FC^.� 5-•= - \G �,-- '0� t.:.._5 /.\ OR G-= `ER.::_ \0 E- =GR^ 5.: - ^_� ' .� r ► .iv_ ._.STS wr.i8 – Q� \/� _1saJ --_ ti..:�CL ✓= f-L RE = R ��••'^ 11 ' v �/- ✓�S W� \_�y WDE MPLMNCE AlOaDn MAT 2 4 x006 8111 ni P n ib =-. .^. ✓.3R '±�. 5� 5 NG:.�D NG G'R • — / L tLND E\C� \.:.&_ w - #-+ w ON %51 ERECTfC\ E '"=- ^= 5_4 _4<E G'� 'C :�. =_" RQ-»r� TR��' .�iEJ t L+-50 � 0 TO OYFL�J =.D Ti-E. .:T" EXCESS i CITYOF 7tfi(TUI(il XA PEMT (affq 0m ' C0-T :2 rm.'s CQ,4.NE ICtSG!` >w: All t a f .� s o s�. sr�$' i ° Pit to � 3� � i1jilt a w 0 F� CD W H O z J Q U a g� ILL ti N :ft 41, CIP s P! O O� Z 2003 I.B.C. S3 _ �/ _ fir/. _ r. •. . /' _ n -'v -••. �/�.•• -� �_� ~_ \ - \..l •+_�_✓ —�� •' \ _� ice/ _r • .i ✓.^� v� —r ..v �\ ✓..i ✓ � _ ✓✓�v _ \ -1 � �J ^` �___ .�a��ya � � V 'Etc � V W �� � -���T� \\/ �'.�� �J✓ �.✓ V •.~.•- .".�-. .. _ . -• J iv ~��_ E ea • v w/� / ' r�V Why �� �• / \ • - �� .rte _..- .. -•�+- �..� : _ :. _ — �•-:. 3'••�C�•+•3�y .i C3. ` �►__�..i C/� w` \W 1__ \w_�+� �, A v �l. - G '-Ja rr.,,, ~_� /�/� v�V VR ....�t�. , ` -• r(/ v -�1.•'_ �..CJ� F- :�'✓�c vr: � -- :. -e►s ter- ya ?.e ✓�ci.� ao •mar = sa �✓ 'c :o�s:.-..c ::�. s • ALL STRUCTURA STEEL SHALL BE AST'" I A36, NEW, CLEAN AND FREE OF RUST, PIPE COL. 5H /:LL BE ASTM a53, GRADE B OR ASOL, A36 STEEL. (A! 5C.) STRUCTURAL FRA''"NG- /•. TO BE !N C01"1PLIANCE U1IT14 2003 !RC B_ PROVIDE NAIL !N ACCORDANCE WITH 2003 IRC \NOTE: STRUCTURAL ENG. SPECS TAKE PRECEDENCE OVER MIN. NAILING SCHEDULE AND OTHER GENERAL SPECS. C. 1`ROVIDE 501-0 BLOGCING- AT JOiST 5UPPORT5 AND BEARING PARTITIGNIS. D_ PROVIDE BRIDGING OR BLOCKING AT MID -SPAN OF ALL SPANS OVER 10 FEET. E_ USE APPROVED JOIST HANGERS UA - IERE REQUIRED - F. ROOF TRUSSES: 5 TO BE VERIFIED, DETAILED AND FABRICATED BY TRUSS 1" ANi:PA TURER. iN5TAL: AT101 AND BR!DG1NG SHALL BE PER t ANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. ALL TRUSSES DESIGNED MUST BE STAMPED BY LIC. WJA. STATE PE. CARE BE TAKEN DLIRi� 'G ERECTION BY BUILDER. TO NOT OYERi0.4D '<�''JG$ES ;!J.'Tl -I BUILDING r"c,[iT. . 0 ,GDEQJATEL`' BRA T ZU55ES. 8. V V✓ W�� :..V 2x6 = 5TUD5 AT i6' O.G. (24' G.C. MAX.) PER 2003 IRC W, 5PAC'NG NOT TO EXCEED 16' -+;REE STORY j';;Z:CTL:R= -'X6' ST::DS t"US': BE : SE i fi LGW=ST E', i- 5P•raC1NG NOT TO EXCEED 1b' O_G. LG.sBLE T� C =B AT' S S H AL L -»AYE .'O!NT5 5 AG'G-ERED 1 10_ LESS 8 .-+d` 4 F EE'. OF 5- S 48* I N. LA 1W EAC=+ SID .^.= ,:0:\` �•;r'6d fi '2' G;,. BE E N FD' L/► ES =OR =X''. 4 1N . _ONG j4 1 (2 t 3 �T�R`' B_✓ r.�. RCC- NG :.;;�. =._`' *cCJ \ .�..✓.�2D/.\..E ,.. T-- 2003 ARC B_ =RGV'DE ^'T 1/=\- Lt:' i\ .�S ItiD�GAT =D G\ RCs =2t:" \G• = �f =\j. .. \ ..�.. - a , 3 == _C <NESS �.F'<. </:' =D 'C \G.;= � :FC^.� 5-•= - \G �,-- '0� t.:.._5 /.\ OR G-= `ER.::_ \0 E- =GR^ 5.: - ^_� ' .� r ► .iv_ ._.STS wr.i8 – Q� \/� _1saJ --_ ti..:�CL ✓= f-L RE = R ��••'^ 11 ' v �/- ✓�S W� \_�y WDE MPLMNCE AlOaDn MAT 2 4 x006 8111 ni P n ib =-. .^. ✓.3R '±�. 5� 5 NG:.�D NG G'R • — / L tLND E\C� \.:.&_ w - #-+ w ON %51 ERECTfC\ E '"=- ^= 5_4 _4<E G'� 'C :�. =_" RQ-»r� TR��' .�iEJ t L+-50 � 0 TO OYFL�J =.D Ti-E. .:T" EXCESS i CITYOF 7tfi(TUI(il XA PEMT (affq 0m ' C0-T :2 rm.'s CQ,4.NE ICtSG!` >w: All t a f .� s o s�. sr�$' i ° Pit to � 3� � i1jilt a w 0 F� CD W H O z J Q U a g� ILL ti N :ft 41, CIP s P! O O� Z 2003 I.B.C. S3 •-•%044JNt ::saZ.C^ f1c Kebervss 4:1 i-ega! R -ghts To Mate•lai On Th's Sheet - Svb� to C►im;ral Prosecution EDULE FOR C, •T' For 5 1.1 Inch = 25 -4 mm, I foot = 304,$ mm, i m per hour = I.(o09 k>rn/h p ,� , a. All nails are smooth- common, box or deformed shanks except where otherwise stated. Nails used for framing DE5 ✓R!. 01 JF B:iii E�_EMENTS NUMBER t TYPE SPACINC3 OF 1 connections shall have minimum average bending yeIld strength as shown: $0 ksi (551 MPa) for shank diameer of 0.1and sheathing 1. DRYER MOISTURE EXHAUST DUCT 92 inch SHALL NOT EXCEED A TOTAL OF ;OF r-A5TENER "'y , d. FASTENERS (20d common nail), 90 ksi 1620 MPa) for shank diameters larger than 0.142 inch but not larger than 0.111 inch, and 100 kst -- • •- - -- _ . - - -- - - -- _... _ _.. -. ,_ .__..__..__ COMBINED HORIZONTAL AND VERT - 3 _8 J xot' to sill or g hoer, toe nc", , - - - -- - - -- _ -- -- ' -- - - -- d _- - -- - r -_ -- - «089 MPa) for shark diameters of 0.142 inch or less. ± ICAL EFFECTI LENGTH OF 14' -0'. sub rioor or :ess to eaci^ ,joist, face rlaii 2_g -� b. Staples are 16 gage wire and have a minimum '1/16 inch on diameter crown width. to s P _ _ _ '3 I i Nails + i , 8. MASONRY FIREPLACES SHOULD __ 2 stap t �d _ - c. Faits shall be spaced at not more than o Inches or. center at all supports where spans are 48 inches or greater. BE PROVIDED WITH A TIGHTLY 2' 2_' s.,br:oor to Jo st or b!tr!d and race raie _ - - - - -- 6 4 -- - - - - ^ -- - d. Four- foot -by -$ -Foot or 4- foot -by -9 -foot panels srali be applied vertical( , - -F -- -- - ---- - --- -- FtTTITvG FLUE DAMPER AND A = So relate t joist o r bIOGk =gyp, ►aC° nail + �(od � -- i6' o.c. - � e. Spacing of fasteners not in cl:sded. in this table anal! be based on Table R602.3C2). - - - - ----- - - - - -- -- - - _ __ �. - - - - - -- - -- - -- - - - ' READILY ACCESSIBLE MANUAL F For regions Having basic wind speed of 110 mph or greater, ad deformed n ail s Is sha li be used for attaching plywood and o!a ts,'Sole le tool end r+a''. 2 _ ipd CONTROL. AN OUTSIDE SOURCE : o c �.... - - - - -- -- - -P -- - -- -- - - - - - - -: - --•- -- - - - - -- - - -- --- --, wood structural panel roof sheathing to framing within minimum 48 -inch distance from gable end walls, If mean roof heioht is 3 -Sd cr 2 - 16 d OF COMBUSTION AIR SHOULD BE :tea to sole elate, toe "a'' _ ; - -- _._ - _ -- _ ---- _ _ - - - -- - _- more than 25 feet up to 35 feet maximum. ou'oie st::ois. race a � P ROVIDED WiTH A DUCT OF 4 SQ. - - 24 o.c. _ -_� g. For re ions having basic w!nd speed of 100 mph or less, nails for attachln wood structural panel roof sheathing to able P • - - -- -- - - - - - -- - _ - -- -- _ g p 9 9 iNCi' - IEv MINIMUM AREA AND PEA %o,.b'e top crates race rail - 4• end wal raming shall be spaced 6 inches on center. When. basic kind speed is gre t han 10 mph nails for attachi *Cd f -- .--- .-- ._. -._. ► _ oc _ - -- _: ^ , , at t 0 �, DtLY OPERABLE DAMPER. Sets o'ate tc ,cis: cr c a. a: craceo war: came :s i 3 - '60 ? • - panel roof sheot�ing to intermediate supports sha:i be spaced fo inches on center for minimum 48 -Inch distance from ridges, ^- - o.c. _ I eaves and Gable end walls/ and 4 inches on center to gable endwall fram - - - - l .,c..o✓ cc e.ates •� r -M;,^- 24 - -r or•se; or end ;oast, , h • conform to ASTM C 19 and shall be installed in accordance w atin w ith GA 253. Fib hhg, s hall race � � I .may' sum sr^ea thing shall y s `. :r+ aepso a,ea P - - - -- orror o e r A A 1 �'4.! or A5TM C 208 9. WATER HEATERS LOCATED IN THE - - - - - t I try H P. : �. CG ce:weer c sts cr - ar:s's :c :co C;a:e tc,_ ` 3_go i. Spacing or Fa steners or rioor sheathing p anei edges applies to pare: edges 5 unported b� framinG7 members ar' at al: GARAGE UN H EATED - - .... - . _ _ FL ARE -- - - - - - - - - - -- -- -- -•- - -• -- --- -._.__ ___- .__-- -._ - -. eters onl Spacin or fasteners on rob srteath'na a*el ed es a blies o �; r, D L e °M ;cyst to :cc c :ate toe ra: go �` o.c. - -. - Poor Perim y. g v p g p� t panel edges sup' s by Fra. g INSTAL iNCOi'PRE- p TO BE LED ON - _ _ - -- - -- -_ - - -- -- - - -- . -• -- -- - - - - - . ------- !_ -• -- ------- • -•___ -. -. -. _, members and at all roof plane perimeters. Blocklrg of roof or floor sheath panel edges perpendicular to the rraminG>! 55lBLE INS�ILATION. "c c latss ;acs a t co'r�s• aid 'rtes sect: if s, i'a ce_r a: 2_'Q%v__ - - _� - - members rAI' n eo - Wred except at intersection cr adjacent roof planes.Floor and roof perimeter shall be su000 �c r•saoe' tic p'ec'e5 o.c. 610,10. solid r r a mir J members or solid blocking. ' ' 10. HOT AND GOLD WATER NEATER earn GARAGE o rn edo e ,...o ..acs✓ wo p :sces _ .._.._ _..._...- -- -- _ -- - - --� !�+ PIPES IN THE G E SHOULD BE r+o" Cr. t o 4 �o i 6 c.c. a 0r0 f i INSULATED ;U[Ti; MINIMUM R -3 I;`ISUL. each Qdoe -- ' ""- i - -- - - -. j„- : WITH A FLAME SPREAD OF 25 OR o_sts to 0 - 6t° to:e ra - -- - - -- - -- - - - - .... - -- - 3 -Sa - -- - ; - -- -- �_- - - - - -� _SO FU B URNING AP PLI AN CES - - SMOOTH, ELEMENTS PIL OTv, BURNER, HEATIN THE 5 140 Icrt : r :. o s he_aos_' :c s tc s tea_': era 1 . G- ;1. JER SURROUNDS ARE TO Solid rue! purn;no appliances inc'ude a' .lent stoves, fire o�aces stoves, room E SWITCHES OF THE FURNACE AND D i - I.iU. ,a HARD AND NON - Ce e a „gist. :as✓s e ver p a rtitio+"5, ra^.e ^Q; .. ---------- _•_..._ -- - -- - - - - -: -- - - - - -- - -- -- -� -- ----- - -_ - -- _ 0_d _1 _ ___ - -- _ heaters /fireplaces stoves. ractorS - bu`' t fireplaces, and Fireplace hserts. , BE .� -' - SHOULD BE A MINIMUM OF ,8 ABOVE ABSORBENT SURFACE NOT LESS �o „o`sLS to cara!le: ra ►tens, *ace ra 3 -;0 _ r Cep' _ -_ ces E RAGE FLOOR. THESE SHOULD T HAN ABOVE THE DRAIN INLET. - -- - - -- -- ---------- - -- -- - -- - •-- ------- --- - -• - -- ... Unless ot�►erw +5e adopted by K +ro Countt.. al; solid „�i bur <,;n apt liar. Ti-I GA T A - ea r�Q ^- C G ate.,Ge+^o -- - - - - - - - - -- - - -- - - -- - - - - -• -. -- - - - -_- -1od - - -- --- - - - -__ - - -'_ -- I sra'i comp!c will^ 2003 IRC :..o• g aL50 BE PROTECTED AGAINST ANY 72,. o✓e to ea st:.J and Gate care r:a* 1EATIttiCs VEHICULAR COLLISION. 12. GYP WALL BOARD BACKIN : -- - - - - -- -- _ -_ - - - -- -- - - - 2 StaO'e5 l tea' ' V�ErJ FOR TUB OF S HOWER ENGL ' x c' s , - eat!-o to eac bea -*ro =acs ^c: _ �_ --- - ___.- -___. - -- -- ---- Each duellin ;;nit spa :: ✓e prov tied Lu;th heati facilities capable of OSURES SHOULD BE OF A WAT I mai ntaining 10 *F at a pG :rat 3' above the F!oor in all habitable rooms 2. EXIT DOORS SHALL BE OPERABLE RESISTANT MATERiAL. DO NOT StaOie5 3 / 4 ' - -- sat to ea --- - -- - •__... - - - - -- _�_.. - -- - --- - - -t-- -- - -- A. Fuel b"-nino equipment located wilthin the building •' is $' Sr'�c7tr' .O °a C^ G °ar�r0. r ace rah. - _ - --• FROM THE INSIDE i,U1TH A NIGHT INSTALL OVER VAPOR BARRIER 2_go ' o i o J r + r LIGHT DEAD BOLT, OR SECURITY ON WALLS OR ON THE CEILING. ____ ,_,n/e.ope (constructed under the LU. S.E.G./ sr - al, obtain a 3 staple '3/{ ` I _ CHAIN ?"COUNTED AT A HEIGHT OF - -- o; ty ,_ -- ;-- - - - - -- - --- - - - - -- - - - - - -- -- - - - - -; - - - combustion air from outdoors. 13. AIR DUCTS PASSING THR x 8 s ^sa't� :gig to --act- bea' • : n o race - a ,, ' 3 - 8d - - 48' MAXIMUM ABOVE += ;V :Si -IED ' -- NOTE: BU ILDING EN OPM Ti-e elements of a bu ilding wnici i FLO GARAGE WALLS FLOOR OR 5ta p' e !3/4' - enclose conditioned spaces trrou h 'which Cher -m ' OR_ i , , cc -her 5:.:os -- - -- -- - - - - -- - - -- - - - -- i � -- - - -� ._- 24' o g a� energy may CEI�.h! ARE TO ..._�.. :. - - - - -: -- - - -... - - -; - -- ------ - - - - -- - -- - _. - tr ansferr ed ,.o . , . to . 3 IN C CT ;x1lTu GALV,4�1lZED STEEL iUGH o c , oe + o of From t e e 'io . n ALL WOOD I CON-TACT 6 S"O'11 E Cz f Na l eacF" iaSer as B. ~ue burning equipment :orated o;,.ts de the building CONCRETE OR MA SONR 7 'I r D , OPE1�l1�'GS INTO iN GARAGE. J ' fo!iows: 32' o.c. a: envelope shall meet :�'�° �rOVi5i0 ^5 O� 2003 IRC BE PRESSURE TREATED WOOD 'too and bottom G- Ductwork. locator and 5c.; -re or combus:icr air. here- AND BRANDED 87 AN APPROVED 14. LANDINGS OUTSIDE TO BE NO lard staggereo. I To 2003 ?RG AGENCCIY. MORE T"AN I' BELOLU THE IT. A:1 warm - air furrace shad be "sted and Iai;eled 6;,; an ao roved aosec - and Ti +RESOLD. ,�:o r+al1S at er'GQ5 , P - `' 4 /'!tics 2001,. C .G iS 2G. i °a spli Iled to listed speciF ;catior'5. A i W �, ,a _ AI I el.. -i 1 ` C i�sta BO A 7 i ' _"ADS nd a' cr s Lppliances +tended :o• ir :at"✓ closets a' a /� c ✓ort reed soaces sina � T /� • 1 5. I1; ERI MEDIATE RA` L5 TC 3t « G �r'C - --- - -------- --•---- � / - - -- •A ✓ � �_..f ,r.,� '�± Gi-� oc � �- � `i SLEEPING i� 00F"S, .� ~ i F -- - -- - -- -- - - ----- ---- - - - - - -` - oO -- a G�1 Deorirp T i - s' _ No MORE T"/-\- . 4 A =AR-. - -- � � be �o �sted. � , `�.�i . 'a' ...�'.'� :✓ ' /a �� v' !'• �i '� :d'v' - , D =V T '✓E it '$- i- �: D ✓V a , - No warm -air Furnace Sr'r3i be 'r5ta..e0 `#1 o roo!r ..Sed Oi OeSioreo to be useo T' ` E PIGI EST POINT as a bed r-o r 4 - ' -- bat a _ 4-T , *- TAI, G• .rte roc±r, rOof' c :r rils er'cios Space :,:`ti access or::.; +/ ' 3 - '0 - o @ NDRAi S \ y0 _ - _... -- - - ... -- .._ . _ _ . _ .. - -- - -- - - -- - -+ - - - -- -- -_ - _ ✓ Oi Gr? rC 50O G° t° po' O "eC' or I-J F; : °' _ oa :Q'a •���v 5lt G't° o' x c✓- . _ • /._ e6css_ src -o ed Furnacs5 a,-o ARE T O HC.� /E : { /d. T ,� . ... �. .. � - ✓;7 rte •eat ` ' r _ ,.. CR 5. RECESSED LIGHT FIXTURES SECTIONALS AND` c o ✓ SHOj / _: D B� ' r• RATED AND -'CON %.iO ✓e s:a eo - r a ,- .. -..o• r a - c� ess tr`a .� w :Qpr L. ...... :o `r,`p •.,'eace c' �ure6 Gsv rS : G '.eo •r �� a " � .�YM C vO .. G'�r' vs : \ L IN E -_.") �_t •i2. _ \ 0 50a es �- ^- ^ �•- :�°7 : <•"'- �\ �= -. ._--_ -- - -- -- - - - - - -- -- - - - --- ----- - - - - -- -- - - - - -- `r' � �' a'C G. - . ,- e oa✓< c O L ✓G ✓' - ;.-e ',, aC.... r a •QC 4N D 5 i F ✓_vv . ^ / v G - . c•.- �ccs =�JC °5 - ryr'e5 • rt ° "" °d'GaO $..CCC':a's X r \ -- =< �\_< : • _ $to it WE_Lc AND -,C , _ V rr � 'G:: e b C e Ga° ^ n:rr' �- � rte,_ !•r-• r ✓ cC0 ;c Ge5 5- .i:C✓ °:' '" BE r i- - ro i-: �.-. 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C �� i - +v` �L - .". .i / -\ ,./\ r,,/ �' -r o �� -o' i r r : r . s'�� Co •� Gi-�� r oe - ✓. �.�i :i`_� �\ .- ✓\ �• �✓ . �.,,r_� ���� .-. .�i .�."y I �I Gi rr_ / ^O• - ^C -/` .r ... _ _ _ _ - J�C. r- v. ii_�. - . v�G vC �• - eta i • G.♦..�i ' ` - i ✓� �. \ - �_\ \✓'V V`r. -I-i 5 - �__\ \G�. - d _ -.. _.. - __._. -. _ _- - - .. _. __... -.._. ._ _ � ./ r . s J �� J � i��r• v . �vCi_� i ` 1 ': J _. .. .. __ .__._ - ._.. �__ _. ..lO -✓'•�� ra v 4 4. WOOD SHINGLE OR SHAKE TO BE INSTALLED PER 2003 IRC 5. ASPHALT SHINGLE (COMP) TO BE INSTALLED PER 2003 IRC 6. 22'x30' ATTIC ACCESS TO BE PROVIDED FOR EACH SEPARATE ATTIC AREA WITH NO LESS THAN 30' FOR HEADROOM. ATTIC ACCESS OR TO HAVE R -30 INSULATION MINIMUM. AND WEATHER STRIPPED. HARDWARE TO PROVIDE TIGHT CLOSURE. 1. TRUSSES TO BE DESIGNED AND STAMPED BY A WASHINGTON STATE STRUCTURAL ENGINEER. CALCULATIONS ARE TO BE SUB1" i- ITTED FOR CODE COMPLIANCE PRIOR TO FABRICATION OR PER- MIT ISSUANCE. 8. APPROVED HANGERS TO BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRU55ES TO THE MAIN GIRDER TRUSS. TRUSS MANUFACTURER TO PRO- VIDE TYPE. Q. NONBEARING WALLS SHOULD BE HELD DOWN FROM THE TRUSS TO BOTTOM CHORD WITH AN APPR- OVED FASTENER TO INSURE TRUSS BOTTOM CHORD WILL NOT BEAR Ott! NONBEARING WALL- 10- ROOF TO BE ANCHORED TO RE - S15 NET WiND UPLIFT LOADS. USE SIMPSON' '141' ANCHORS. 11. TRUSSES WILL NOT BE FIELD ALT- ERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENG- iNEERING CALCULATIONS. °2. TP~:SSES SHALL HAVE DETAILS AND DRAWINGS ON SITE FOR FIELD INSPECT ION. 13. °ROV:DE SCREENED BLOCKING OVER Sl iPPORTS. I 4. SV44DED AREAS = FRAME OVER wiT+ -o 2x0 RAFTERS 6 24'o -c. J.N.O. SPANS EXCE EDING i0' -3' FR4I"4E OVER w,, 2x8' S 24' O.C. G' i V `+ETAi FLA& TO BE lN5TALLED BETWEEN GO \GRETE SLAB, AND W00 `4 i ER :AL 4 EXTERIOR =0RC!-:CS AN 2. CONCRETE ='ER PA DS ; 0JEC AT LEAST 8' ABOVE LRE cec,,ti� ;: L E SS PASS -..R. /�•• ���`'��,� �./"� W�1"'.�. -' it .� M i :.2L- - rC fir ... ✓ •..� �•'-.- .� ✓ ✓ - v •. U PEFUT CENTER i lip s 0 • 0 E ss s 4. it s r 8 lit .4 JlAriij f S Is 11a h a���■ yy g a w 0 (n w O z J Q U a a c O N t N o� A r 3 iL LL. 49 N 1� o tD i C3 Q r � � ZY C: r , BRA ION 2003 I.V E 3A,o 4 rLM W W E R t f 6 -..MMA