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HomeMy WebLinkAboutPermit D04-301 - GEM CONSTRUCTION - NEW HOUSEGEM CONSTRUCTION 4064 S 146 ST D04 -301 � N o '`i .1 ni �isoa N Start Time: City J Tukwila Steven M. Mullet, Mayor Department of Commcuuty Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: cOukwila.wa.us DEVELOPMENT PERMIT Steve Lancaster, Director Parcel No.: 0040000230 Permit Number D04 -301 Address: 4064 S 146 ST TUKW Issue Date: 02/10/2005 Suite No: Permit Expires On: 08/09/2005 Tenant: Name: GEM CONSTRUCTION Address: 4064 S 146 ST, TUKWILA WA Owner: Name: ANDERSON SUSAN E Phone: Address: 16019 7TH AVE SW, BURIEN WA Contact Person: Name: JOHN TAMBURELLI Phone: 425 228 -5959 x226 Address: 1201 MONSTER RD SW, RENTON WA Contractor: Name: GEM CONSTRUCTION INC Phone: 253 - 447 -4091 Address: 21501 CONNELLS PRAIRIE RD E, BUCKLEY WA Contractor License No: GEMCOI *005MC Expiration Date: 05/10/2006 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,084 SQ FT SINGLE FAMILY RESIDENCE A 96 SQ FOOT UNCOVERED DECK AND 502 SQ FT ATTACHED GARAGE WITH INCIDENTAL GRADING FOR UTILITIES, DRIVEWAY, WALKS. PUBLIC WORKS ACTIVITIES INCLUDE: Grading and access. ROOF DOWNSPOUTS TO SPLASH BLOCKS. Water Districy 125, ValVue sewer, gas and power will be installed by each utility under separate permits. Value of Construction: $189,186.22 Fees Collected: $3,876.86 Type of Fire Protection: N/A International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: N Number: 0 Size (Inches): 0 N N Start Time: End Time: Y Volumes: Cut 250 c.y. Fill 50 c.y. N N Start Time: End Time: N N Private: Public: N doc: IBC- Permit D04 -301 Printed: 02 -10 -2005 Z �Z '~ w 00 ND �LL w wj � = Z �. �0 Z 2 5 D0 O N o �- wW X LL- O. .Z w U= O Z ( i p P Ik Street Use: Water Main Extension: Water Meter: ' o City f Tukwila Steven M. Mullet, Mayor Department of Community Developmetst 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: cOukwilama.us N Profit: N N Private: N **continued on next page** Steve Lancaster, Director Non-Profit: N Public: doc: IBC- Permit D04-301 Printed: 02-10-2005 Z W V D 0 0: M 0 1 . I CO) 1111 W CO) LL, w o, U_ D o S2 CY LU Z +_ 0� Z t_� UJI 5' CO 0 UJI: 0: • z CO 0 z YJILA, City o f Tukwila o '� Departittent of Community Developmew 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 N �'• `� Phone: 206 - 431 -3670 1908 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us Permit Number: Issue Date: Permit Expires On: Steven M. Mullet, Mayor Steve Lancaster, Director D04 -301 02/10/2005 08/09/2005 Permit Center Authorized Signature: Date: 2'/ 6 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit, Signature: 4tA r Date: A&Q r ff OF Print Name: / t A ft 6V t Y%4- wl�. 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 D04 -301 Printed: 02 -10 -2005 Z ,1 U L) 0 . N o wi CO) LL W O. LLQ ND = d �W z �O Z E- UCl O— D F- WW T- ILL O W Z U N O Z r,ce City ��� - � of Tulcwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z z Parcel No.: 0040000230 Permit Number D04 -301 ,�— w Address: 4064 S 146 ST TUKW Status: ISSUED Suite No: Applied Date: 08/19/2004 v p Tenant: GEM CONSTRUCTION Issue Date: 02/10/2005 u� ' co 11.1 J H 1: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** N t '' w 0 2: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. u- c o I 3: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans t shall be submitted to the Inspector for prior approval. ? X { 4: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified w w flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around v 0 h auling route (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 4 t» 0 5: Any material spilled onto any street shall be cleaned up immediately. = W �U 6: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation u 0 off -site or into existing drainage facilities. w z N 7: The site shall have permanent erosion control measures in place as soon as possible after final grading has been 0 H ! completed and prior to the Final Inspection. z 8: ** *BUILDING DEPARTMENT CONDITIONS * ** 9: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 10: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 11: 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. 12: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 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 D04 -301 Printed: 02 -10 -2005 D City • • �..�.- of Tukwila roe Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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 Z inspector. No exception. W U 18: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be 0 0 obtained at City Hall in the office of the City Clerk. 19: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the LU International Building Code and the Washington State Ventilation and Indoor Air Quality Code. N u- w 0 20: 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, U. bathrooms, toilet rooms, storage closets, surgical rooms. a =w 21: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE Z F GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that z O the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. w w 22: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall U co be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum 0 — o N distance of 4- inches shall be maintained above the controls with the strapping. = w U L 23: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of 0 Public Health - Seattle and King County (206/296- 4932). z UN 24: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department 0 H of Labor and Industries (206/248- 6630). Z 25: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. * *continued on next page ** doc: Conditions D04 -301 Printed: 02 -10 -2005 City of Tukwila loco i i Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i 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. j 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: _ i� Date: Print Name: A4 � 17r'rr Z Z �W 2 �U UO (/)o w= J H CO) LL W O. 9 -. LL U� = W ? �- 1— O Z F— W Uj �p O cr) OH W ILL O. .. LU Z U- O ~' Z doc: Conditions D04 -301 Printed: 02 -10 -2005 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite - 100 fla, WA 98188 U6& 'S�.��tbe complete i -.* n.. - o - rd - 'e - r - "tb ------------ pp atio Egoit d'fl ' 11an' ac ons accepted through the(mail — r byLfa�x. "Please Print" VK P �t�ts �d King Co Assessor's Tax No.: ("'00 — 0 Site Address*4 I � CIVVK Suite Number: Floor: Tenant Name: j A: New Tenant: ❑ ...... Yes []..No Property Owners Name: co ;►141 Mailing Address- Cowl eills Aed Arms& & WW $; city " - !, State Zip Name: 3JQJhff I avyl V Mailing Address: Mailing Address cit State zip. Fax Numb C r { Z— Ity # it* Contact Person: mo t f " A? 41 Day Telephone E-Mail Address: leo*f e j9Q&V1-9V , 1 1 e4 - Fax Nurnbeet.Q-, Contractor Registration Number: dMeoloogyme- Expiration Date: **An original or notarized copy of current Washington State Contractor License must be presented at E-Mail Address- -`j � Wlic&timaVc=it tpplication (7-2004) Pan 1 time of permit issuance** INCOMPLETE LT R# �---- Z F- W Qr D 3 0 00 (J) 0 (0 W W X J �- IL 0 :3 U- Cl) LU F- 0 Z �- UJ W 5 Cl) 0 0 W L U T- 0 F- U- 0 Z Cl) P 0 Z Contact Person DayTelephone(.yZS 7891 E-Mail Address: Fax Number: rt t; 4 Valuation of Project (contractor's bid price): $ 150.O&P Scope of Work (please provide detailed information) : Existing Building Will there be new rack storage? . , ❑ .. Yes ..No If "yes ", see Handout No. for requirements. �:,,.::�,. .. , , • Q �ride-A'1T�iui� Q t ':4rea�3ny� ([j � are�� oota e: ov,�:, _.�i== �::�;;. ,`Ml~t� ^:'..,_ �•L Li- ;..,. Y. J:•? i+�•I.:,'�:!(I' 1 J: ..�b,. ♦ • L! ��. 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' e:' �_��`,`.;l:i`�a '��:':.i:.. ��7t .S.,t';�4� l n:i:..1. .. /� :. . , r v :.Ya. :A:'r ^rti+y� ^:. �, "''° h.� ^,�r.f.�+r+. o' _.� _,t:: �lte�..d_ i:�,'. ..a '.:`!_ _ °�'4 � • ;.;''• . _::::3�il� � `,.Mk.j an ^j Z 40 g.(t �xL''= �.u:i.[ A NY% i' i` L ti ^ � r : N `V_� ' = ���� ;av�eiQllec�.� �, r.s. • c1T•'hA�i+a 'L :� + .: '� IIwQLC(CC '�•'r PLANNING DIVISION• Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the foll0ing: Lot Area (sq ft):/-&- ZI i t Floor area of principal dwelling: 2011 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: Z Compact: L Handicap: Will there be a change in use? A.... Yes ❑ .. No If `Yes ", explain: V440 -W 1101 /ri?W o0f0S 1jA9yjnC _ FIRE PRAT TI MA ❑ ... Sprinklers 0-.Automatic Fire Alarm .None ❑ ... Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ...Yes No If `yes'; attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Materia Safety Data Sheets. r, %MU=9cwV=1t applieatim (7.2004) Pace 2 Z 4H Z �W JU UO ND UW N _ LL W C U Q U =a �W Z H Z� W U� O t) o� WW H Z W U= O Z +� - � f�S7 e!� fl I��sT�iaG•vQ 4ss�+�ra�rSe�� Scope of Work (please provide detailed information): o;y . st• 5'Aoo 7 dA ,,ee�� on u/s G� �J i+��1 d,�•�,�,...- s� k A10jr: ) --of o rte: sto�m:�c. arx.., •a4 ,l, PO 1\ pa do W V\ S Dkv T5 Call before you Dig: 1-500 -424 -5555 q4 � k `•;:l• 4 e:oe..of = N.,:�;. � :'ut:. ve; �:. iie�: i���3na� '..;se:,`a:'::�ii: vw *;G- Water District a /Water District #125 Highline ❑ ...Renton .. WaterAvailability Provided Sewer District ,�_,,,,// ❑••• lax Vue ❑...Renton ❑...Seattle .. Sewer Use Certificate ... Sewer Availability Provided ❑... Approved Septic Plans Provided ❑ ... Septic System - For onnte septic system, provide 2 copies of a current septic design approval by King County Health Department. S WLj4Cd with Agglication mark boxes hicb a 1: .Civil Plans (Maximum Paper Size -22" x 34") . ❑...Technical Information Report (Storm Drainage) ❑... Geotechnical Report ❑ ...Traffic Impact Analysis Cl..-.Bond ❑... Insurance ❑ ...Easement(s) ❑... Maintenance Agreement(s) ❑ ...Hold Harmless Proposed Activities (mark boxes that applv): [:1—Right-of-way Use -Nonprofit for less than 72 hours ❑... Right -of -way Use -Profit for less than 72 hours ❑ ...Rightof- way Use- NoDisturbance • ❑ ... Right -of - -way Use— Potential Disturbance Rr.. Construction /Excavation/Fill- Right -o f -way Non Right -o f -way J_ ❑ O C/�wX ...Total Cut cubic yards ❑... Work in Flood Zone []...Total Fill cubic yards !/1jAX, Storm Drainage r� " ❑ .. bandon Septic Tank [] ...Grease Interceptor ... Cap or Remove Utilities Curb Cut ❑ ...Channelization ❑ ...Frontage Improvements ❑ ...Pavement Cut ❑ ...Trench Excavation ❑ ... Traffic Control ❑ ...Looped Fire Line 0..Utility Undergrounding ❑ ... Backflow Prevention -Fire Protection " Irrigation " Domestic Water " & A 0 2 d • tw j .1 000' ❑ ... Temporary Water Meter Size .. WO# ❑... DeductWaterMeter Size ......... " ❑... Sewer MainExtension .............Public Private O.-Water Main Extension .............Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) MPWPO ❑ ... Sewage Treatment Day Telephon ) f 3l- 7Z 7� Mailing e aty State 4ppllad=s%p=ad rppliczd= (7.1004). t Pace 3 Z Z liJ J V UO W= H N U W O _ U = W Z f.- l- O Z F_ 2� U O� 01- UJ W. �U O 111 Z U= O ~. Z MECHANICAL Company Name : - INFORMATION Mailing Address City state Zip Contact Person: Day Telephone: E -Mail Address Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance* Valuation of Project (contractor's bid price): $ y200 Scope of Work (please provide detailed information): R% %N�� �� f ,�i/C AV-0 #v# e-L aid D�r��' �✓ „�K ULe; Residential: New..... A Replacement.....❑ �•� Commercial: New .....0 Replacement ..... El Fuel Twe Electric...... Gas...., Other: Indicate type of mechanical work being installed and the quantity below: "i •�nt 'S'��.i`M`� ,l, nj'{i. ��: e.:.�a�� z..� >,� -i. ��',�� �� "n' yl�.iy', '!•.4rC 'y�:'.. ;4 A,— ��m�:,T'` e. �_; :'- �t��.rs�.:.�; . �•� y7 ":tiwjs aj�i%ik�' .• :e::.. ,: �..� Qr` 1�: :, i ' - v .' `fir ;',1 �;'; c:.l;• Borierl�n "im .esso>G: r : - Fumace<100KBTU Air Handling Unit >10,000 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 Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent Hood Water Heater 50+ HP /1,750,000 BTU Heat/Refrig/Cooling Incinerator - Domestic Emergency S stem Generator Air Handling Unit Incinerator — Comm/Ind Other Mechanical <10,000 CFM Equipment 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.revisionby the Permit Center to comply with current fee schedules. Expiration of Plan Review— Applications for which no permit is issued within 180 days following the date'of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY PENALTY OF PERJUR) Print HAVE READ��CCAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER ELAW,�bF ATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR'THIS PERMIT. Date: Day Telephone: & 2 Z8`�959 city State zip Date ApplicationAccepted: Date Application Expires: Staff Initials: lmpplicaflona*ntit app &anon (7 -2004) Pace 4 ZZ W rr � _ UO N C0 LU J = WLL WO 9-1 La CO F. W Z F- F- O w �5 U� O� 0H WW H� LL O .Z U- O Z • � dc 2 0 t'eee CITY OF TUKWILA Community Development ,)artment Public Works Department Permit Center 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" 05 //6967 6- lq& 3 f- King Co Assessor's Tax No.: -^ -COO r d Site Address: Suite Number: Floor: Tenant Name: F5 G 0 CA it I New Tenant: ❑..No ❑ .... Yes Property Owners Name: 6 !aNL 4�0fJST''i- •t.dC'T 10f j . 1 "C. . Mailing Address: 1 1'11 L 4JA4J CL�. 'lit -V p • $ • Qp ur-t c, r V,AA = j sc4 City State Zip Mailing E -Mail Address: Fy e7 A"401-- can Day Telephone: ZQte . 227•' 6 4 4 �' t-,APt-G VA, ``f . \SA.k ST20 39 City Zip Z HZ �w � D U UO 0 V) DU- WO J wj Z F-- O Z !— w w D O- o F- w W �U LL o l!1 Z U= Z Fax Number. 'Z>GU . S SC • - 3 ScD ii +. ..'.,:: '. _ ,;1., 17"_f �•.: a. .. ft ... . .�; .'• -,•: '�:,:_.. 1G ' LIi11TF 'TIflI ?ei� r'na th _ p 'tiractt,5t:ih s :. t,. I., ._ r. i: ..• 13 ' ' • ,I'+'•y 'IT ��• �T�i ItN "`h, 'ti• "t4'�,eG- k '�,.I •i tj! ' = T` "'' ' �,: - ':K•.i';:, !`, "a } t.. y �. 4�t+.:.` tt.; rr-.. f,5.:ha'_I�.u..''...f�. • � �u.' r' '' G - r�,.- . f_.,. „� � _5 y d _� - ' I � - t ` I _ 'ti'•, e• t.'I: ,,,., *, Company Name: Ctajr.I PZU G11OfJ Mailing Address: It Ar l” t tu�VAtu t-Cs t3LVU . Fib) r1 t. City State Zip Contact Person: h4• 6 R-1 M Day Telephone: • % :1 • - 7 z- `7 4 E -Mail Address: Fax Number. Contractor Registration Number. C a h C-OA150 S V1 L Expiration Date: ! j QOt" N *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** "AR i � :� aj •� 1r. p J'��,P'' t�:'j "�:••^, —. iY;° "q:?•.�"'`., :at`t,�;• �i_ +. *4 *,: : ._ . y .�,�. • _•fir..._'`:.' 4 .. ..i , '.t '+ ::''I. , - .•4!: ;ti• ' �HI�'L+��T,OT+ - K`C�O� must be wetstamipe�,byi�rc>irtec� of;)ltecord ; • :T : t,� •%, "'�+:{1;6'.•L,•G..t't"; � a a'�,i hi i,, r * i Fp • e�, K-- ::r. r.r •: ": err k. • ya. i ; 5t�. rr'vE'`�= .., _ 'S, ,..... ., ...�'}�:k`a'.:',..�i..:r•4�r::' I` ,'", �• 4..: �• r: i'.., 7�,,. ,.r.'�a:T "�S�..t4�.f'.y I � . ��: 5 �, f " � ' �'�I! -.1 �:., , �;,... .. _ .. �Ii'• ,.. .'�I Company Name: tRtlG.i�j G"L Mailing Address 3 Arno D 5 & now L L 1=1J&-t. y2. -4.z t T ``!4 City State Zip Contact Person: Day Telephone: 4 ZS`'• 2 , 22. 7 s 6D E -Mail Address: Fax Number: . �: , :,,., .. .�:•-,- ^-:Na• ,:_ r •.�,.::..� -._. w1i'tr'-'3 ',P.� .�., ..... },I',ir. ,,.a -�'2:+ r., r I 1E ^ ',.�. A C , All i atts m}►5t bevy t sfamPRI. I by, Engineer of Ifecp� d i ''Nl, yt "' , I,++J:: i �t r'F' ,, Tili. 1n'r 7,•,'F' ,d P R I. 4 , !,•' F .`i3:'" `� , { l' S • e • , �'•• c�, �, ,�. w. �` • • a S I , ; ., �. � � 6 ,'t. t• i r; ; 't f i •L� I r•: : S:� Iif : I n 3 k�..; "r� �i . t<r t . 4. , t1 ,:�. ..,�J..di�if�.�,.:,.�_�.. �:. _s, tit: •',�..a� ,t•.. ?F�,�;6�, .d(T�i: `t.:� -. t,k } ., .a. •:1.:..._�'.1'. '_.L + � '..`��'v'!_•d:�`;��. J � , �5� .i'...i�n: s.n: �, !+il•I+ - "�• Company Name: 11 1 T(- -L W G Z 1j tz. j 0 Mailing Address: -) &2-1 ) AVE MG Contact Person: I 6 t4At`Z- 11 m4ig u 'E-Mail Address: %permits ptusU= ehangeslpamh appfieation (7.20N) Page 1 City i,, State Zip Day Telephone: 4ZS. 2/4 7• « Q • O Fax Number: 34 Valuation of Project (contractor's bid price): $ 1 , 00 O Existing Building Valuation: $ Scope of Work (please provide detailed information): A �(r✓`�J./ f t Nlb� • Ff�l l.Y� tQt(Jl�__ W Z C, ►R - ? &L U t lLi T l M, 0 tit WAA, tCL A#Z A - lbL -U, Will there be new rack storage? ❑ ..Yes Ju� 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 IS inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): i! f 6 '� t Floor area of principal dwelling: 7-0 19 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: 2 ^' Compact: Handicap: Will there be a change in use? 0 ... Yes ❑ ..No If "yes ", explain: VAe Ae n L- - r / N 6ty L'TJC G FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑..Automatic Fire Alarm None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes No If "yes", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material ajety Data Sheets. 1p=;a piuzVa= changes%punk appricalion (7.2DD0) Page 2 +: � ,�r:;,Y,ypy�nu6;A.vAmYSi�i+s;.t •W,R.w�1• 'ia:��� t' ,yn�,:. .. �f: .�"-0d�`u 'Z` l:;�{Sn lt` + Z i~ '~ W WV UO LU ND J 3: N LL WO L? cl)d = W Z F-- ZO 5. U0 CO o�- WW H� O .Z W U= O Z Existing Interior Remodel . Addition to : Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor 2 Floor 3r Floor Floors thiu y Basement Accessory Structure* Attached Garage 2 Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 5 � , PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over IS inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): i! f 6 '� t Floor area of principal dwelling: 7-0 19 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: 2 ^' Compact: Handicap: Will there be a change in use? 0 ... Yes ❑ ..No If "yes ", explain: VAe Ae n L- - r / N 6ty L'TJC G FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑..Automatic Fire Alarm None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes No If "yes", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material ajety Data Sheets. 1p=;a piuzVa= changes%punk appricalion (7.2DD0) Page 2 +: � ,�r:;,Y,ypy�nu6;A.vAmYSi�i+s;.t •W,R.w�1• 'ia:��� t' ,yn�,:. .. �f: .�"-0d�`u 'Z` l:;�{Sn lt` + Z i~ '~ W WV UO LU ND J 3: N LL WO L? cl)d = W Z F-- ZO 5. U0 CO o�- WW H� O .Z W U= O Z Scope of Work (please provide detailed information): 1�1 / S 1A4LA • F Lu P�-S t r->y us t 1yG t tJ>✓V Tom- t Ci t't O tn.G. Fcn- crru tT 1 Gs 4 y.111ort.>:,5. t�trc•K. h�+� b�t vbw�s.�r Call before you Dig: 1 -800- 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. W ter District ..Tukwila, Water District # 125 [1 .. Highline ❑ ...Renton E3 ... Water Availability Provid d Sewer District ❑ ...Tukwila. Va1Vue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate ❑... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size - 22" x 34 ") '❑ :'..Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ... Traffic Impact Analysis ❑ ...Bond El.. Insurance El.. Easements) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Proposed Activities (mark boxes that apply): ❑ ...Right -of- -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use - Potential Disturbance ..Construction/Excavation/Fill - Right -of -way x Non Right -of -way .Total Cut 1 cubic yards El.. Work in Flood Zone ...Total Fill /00 cubic yards (,V At a ❑ .. Storm Drainage ..Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ,..Backfiow Prevention - Fire Protection _ Irrigation Domestic Water El.. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation Utility Undergrounding y ... Permanent Water Meter Size... ' WO# ❑ ...Temporary Water Meter Size.. WO# ...Water Only Meter Size............ WO# El... Sewer Main Extension ............Public Private ❑ ...Water Main Extension .............Public Private ❑ ...Deduct Water Meter Size ........ " FINANCE INFORMATION Fire Line Size at Property Line O'. Water 2T ... Sewer Monthly Service Billing to: Number of Public Fire Hydrant(s) ❑ ... Sewage Treatment Name: 64L Day Telephone: SO 6' . `3'.'1' ) • . Z, ? 4 Mailing Address: 114 11 .1 "\►/'le-1 "-S R5 UV j A-Ll W-t C. W h*,, `J d0 4-;'] City State Tap Water Meter Refund/Billing: Name: G, � n C 0 K-6 1 ILU CT t G Day Telephone: 21) Mailing Address: 1 1 4 M l -' City State Zip %pamhs pWsU= dtangestpenmit application (7 -2004) Page 3 Z �W QQD JU 0 N0 CO LU J = F- W WO �a N� = �W Z h- F- O W �5 U ON 0 H WW H u" O W Z U= O Z MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: city state Zip Contact Person: Day Telephone: E -Mail Address: Fax Number. Contractor Registration Number. Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance" Valuation of Project (contractor's bid price): . $ 4 ? O d aL Scope of Work (please provide detailed information): U F Y ►tiS"f�'c' -1� �© y �'�= -� 17i.E 121v/hG e f oLAter v carte. Use: Residential: New ... Replacement..... ❑ Commercial: New .... ❑ Replacement..... ❑ Fuel T Me : Electric.....❑ Gas .... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Ty e: Qty �.. .- !'.•IM.th ,..:y,. ,p, +:. AS sl.: nNp.: vJ" Z.. � I, : ^l . .: �.. , T �! ':I =•y.� +'r u'i� ' {q,,��g4'iy''�cjs. .y. � . : �4Y > �i " �'`n I':. u'.1" °4 ..�'.. A'1� i . � i; . i M: I C is rl F ., q :, � i ti:.� %' 7PI•I` `I�'�� Fr, 1 ..1. rME �iE' . y T - TON := ,k206 =43], =37'.1 7:.I • fr �Pr • tN l��r.{' FLP: +�'L. NIT 'I u•..�('J, 1. hi:�.,�iltil d �Ch l. �, +. .,i�yi't�,� 1r r ' .'. ' �I yr ikaai�L�!I'r1 i . i._ e'r.�.J :•''� r ' . If •. t !faM.r i�'ti'.. lJ, •fi ,ii' Ity r C L r -I. C tir r�,•n �: _ri l�i'� I h.�' .;?F 1 ,l. •Lc k`'i i ' •eI 'y: �. }' �If.t' ,t r'�.! • :•I a7 tr •I.r r:: .•_: �.:.,..• ....: nW.t.,k�. *�. _ulr.!.Sr. ,.,.._r,�c •A . "r_. .t_'r:.' .. '.S, fo. .a ,.C�,tY' •E:...• try 5'..�.r ., ik+. •:h', .:n:: 4' MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: city state Zip Contact Person: Day Telephone: E -Mail Address: Fax Number. Contractor Registration Number. Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance" Valuation of Project (contractor's bid price): . $ 4 ? O d aL Scope of Work (please provide detailed information): U F Y ►tiS"f�'c' -1� �© y �'�= -� 17i.E 121v/hG e f oLAter v carte. Use: Residential: New ... Replacement..... ❑ Commercial: New .... ❑ Replacement..... ❑ Fuel T Me : Electric.....❑ Gas .... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Ty e: Qty Unit Type. Qty Boiler /Corn pressor: Furnace<100K BTU Air Handling Unit >10,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace>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+ HP11,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator — System Air Handling Unit Incinerator — Comm/Ind Other Mechanical <10,000 CFM I Equipment .,...::. �,, c `' . ".. • + x.i..,•.,� .�?t L `'d. •��.r° _ •',•5 +J 4r; si ��Wt`' ~.iSu�r'�i!�1 ., :,I r, ; :. .n�,.' .;d ik''y;, `'•4 -" ERI{T A�'TI011T�1�T0�'1; T lcae.'o= all =? ":_ rinlfsin=scaizon�- F ,•n' i . i •r !� 'L' . ,6 ,-.', }- F•�, _ .c' t• -rr�' P '+ '. �- , t , y r fi� .�,y •�14R 9Y ��•i,` , - },. e ir* �•: r l..�� ,,, l•,� r' -fa• �Ir ..M .. _. .. _._:._r.a. a. :..: ... ....I_:,�_• �ii "4 :,.,:' ..:~• _.��'Y{:.:';H..rk rY .:- r_.t =�� :L3.a�,•ti�4 � •�: ,ri ,: .;: rrc.' �_•,aa.,r:: -�,..: .,Je .::ra � ,•,1�_1:.. Value of Construction — In all cases, a value of construction amount should be entered by the applicant This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON. AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Date Application Accepted: Date Application Expires: Staff Initials: Date: E 1 te: Z G • 2`2.71 7 44-t_ k& 4 try State Zip %pennitt plus\j= ehanstApermil application (7.20114) Page 4 �f tlJ' N.• YC^ N, Y4 I d' dR A; T2�' itnz y.: Yn i.' Nyr" A y' �c': n; M '•tttrc�3�!n:l�Nr.•,.s•<•;?^1�+ p nr +rwe* +r.- •/'r,'rn G�xi••Yn'narWwx^,•, ,�,.rr•a . e . v�.�At.e.�. "`�Yt n.?':.,. p•�.1<V e�+'•:; ",n v. .:,..M:p. .Y F'c�;'i rn .. r,: }.C�:, r;r�v7h�a:'.•ayS.y At / "1�..'a .,.; , ..++ , ;.- mss.. wr.*.. xuo.+ xw.. o:. �.. e..•+ rn: z i. r. r. w�. w..:+ w.• e. ir w..• �....:...... nww.. erw. .+va•r+sru:.�+frr:+ rvrs::ra«. w....,«'r...:.^_: - ... . Z ~ w W N D JU 00 W = H U) U _ w LLQ UD = �W Z 1-- z� W U� ON o�_ W W o LL Z CO H= O Z ,. BULLETIN A2 , TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH JnLICATION PW may adiust estimated fees PROJECT NAME C'' ` �-�i� + I t W 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 category: General Erosion prevention 2 422 Water �t;D D Sewer 2, 5Q p Storm water I, Road /Parking /Access 5 A. Total Improvements 3. Calculate improvement -based fees: no 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) $ ZZS • (4) 5. GRADING Plan Review and Permit Fees $ 37 (5) Enter total excavation volume cubic yards Enter total fill volume r 50 cubic yards QUANTITY IN CUBIC YARDS RATE to 50 CY Free — Up 51-100 $23.50 p 101-1,000 $37.00 C 1,001-10,000 $49.25 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001- 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. Use the following table to estimate the grading application fee. Use the greater of pF the excavation and fill volumes. C m'oF F NFO �IZA 200 rIR TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 5 1 Z. , 0 C.) 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 10%t3ol z ~w J0 UO Cl)� J = 52 w w LLQ = a F- W z° w 0 0 0 w LL O z CO) 0— b F- O z BULLETIN A2 TYPE C PERMIT FEE ESTIMATE AND APPROVAL FEES DUE WITH APPLICATION PW ma v adiust estimated fees - . 0 " . -M. 6. Ptuc pection Fee .$4A ' (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 s ca 3 ?,�' cs, Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 101-1,000 $37.00 for 1 S 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1S 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1S 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 2 z Z �w QQ JU 00 CO a w� S2 LL w 0 U - = �w z F- O z iF-- w U O co 0 r- wW I �. U o. w z U= O~ z BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter - Deduct ($25) B. Flood Control Zone ($50) C. Water Meter - Permanent* _2 to # 8*0 D. Water Meter - Water only* E. Water Meter -Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) B. Allentown Sewer (Ordinance 1777) C. Ryan Hill Water (Ordinance 1777) D. Special Connection (TMC Title 14) E. Duwamish F. Storm Drainage Mitigation G. Other Fees r. Total A through G $ 117 (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ 1 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 z �~ W u� 5 JU U N J � �w w U. a: �w Z t_ O z r_ W LLJ D0 O cn. 0 F_ w H- LL O ui z U CO z � WWA. k�a City of Tukwila race 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT I Parcel No.: 0040000230 Permit Number: D04-301 Address: 4064 S 146 ST TUKW Status: APPROVED Suite No: Applied Date: 08/19/2004 Applicant: GEM CONSTRUCTION Issue Date: t - Receipt No.: R05 -00174 Payment Amount: 2 .Initials: BLH Payment Date: 02/10/2005 01:05 PM User ID: ADMIN Balance: $0.00 Payee: GEM CONSTRUCTION TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 2834 2,158.08 t ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 1,856.58 PW LAND ALT PERMIT FEE 000/342.400 72.00 PW PERMIT /INSPECTION FEE 000/342.400 225.00 t STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 2,158.08 Receipt 9811 04/10 9716 TOTAL 9334.56 Printed: 02 -10 -2005 z �~ W UO fn 0 J = H �LL WO 9-j Nd W z = �- O. z i- W U� O N . W F- LL O .. Z CO) H O z City of Tukwila race 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0040000230 Address: Suite No: Applicant: GEM CONSTRUCTION - BLDG 1 Receipt No.: R04 -01102 i Initials: SKS User ID: 1165 Payee: GEM CONSTRUCTION INC Payment Amount: Payment Date: Balance: TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- 1,718.78 08/19/2004 02:43 PM $2,158.08 Payment Check 2492 1,718.78 i ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 1,206.78 j PW BASE APPLICATION FEE 000/322.100 250.00 PW LAND ALT PLAN REVIEW 000/345.830 37.00 j PW PLAN REVIEW 000/345.830 225.00 Total: 1,718.78 i 4093 08/20 9716 TOTAL. 7 020.68 • doc: Receipt Printed: 08 -19 -2004 z �~ W JU U co 0 W = i- N O W ��.. J. L? N CY = W f~ _ z �. F- O z �- w �o ON W H L). L . z . W 0 O� Z Permit Number: Status: Applied Date: Issue Date: D04 -301 PENDING 08/19/2004 M f / INSPECTION RECORD ( Q Retain a copy with permit INSPECTION NO. PERMIT O. CITY OF TUKWILA BUILDING DIVISION = ., 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr �e � Type of Inspection I A ress: � -S i - Date Called: 5 Spedial Instructions: / Date Wanted: i a.m. Requester: F'" i W` Ph ne No: —� O� proJed applicab co'�es F1 Corrections required prior to approval. 141 I i �Inspfftor* uate• / * 58.00 REINSPECTION F REQUIRED, or to inspection, fee must be Paid at 6300 Southcenter vd., Suite 190. Cal( to sechedu(e reinspection. ceipt No.: I I Date: i i !3 Z �2 '~ W JU UO UO J H � WO U U = W F- 0 . z LU W U� co) OH WW LL H� 111 Z U= O Z r l INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr9ject: Type of Inspection: A� ress: / .- Date Called: / Special Instructions: Date anted: �--- a.m. _.� �? �r� � FAA (/ -- � :� ✓ <- G / L -- 2 Gl..- a p.m. Requester /y, J / one No. 66 2 :? �?- s I Y JK Approved per applicable codes. El Corrections required prior to approval. COMMENTS: X31/ _.� �? �r� � FAA (/ -- � :� ✓ <- G / /fir) l.G t�7 ✓ c i— .. 14 , 1 Y 3r to inspection, fee must be Call to sechedule reinspection. Z ;= W �W .J U UO N Uj J � �L W O, LL Q u_ N 3: C% z� ZO LU 25 U co 0 F-- WW F- LL Ill Z U= O Z INSPECTION RECORD Retain a copy with permit L-/ t�Ul INSPECUGWNO. PERMIT NQ. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( V6)4311-3670 Pr Act: Typ of Inspection: Ad W -s Date I d: ' Special Instructions: Date Wanted: m. 610 p.m L J, Reques r) 7 Pho N . rI Approved per applicable codes. Corrections required prior to approval. tecelpt No.: Date: �s x t Z = F- `~ W U UO N co uj J H WLL W O J u_ co = W F- _ ? P H O W ~ W U� .0 1.- WW H0 LL Z W U= ~ O Z L__J paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule rein spection. 1 INSPECTION - RECORD Retain a copy with permit INSPEqTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro'eft: Type oPJnspect'on• Addr ss: • /�, Gate Called: _ 1 Speciallnstructions: Date anted: p.m. Requ ster: Phone No: i Approved per applicable codes. El Corrections required prior to approval. I COMMENTS: T ' nspegtqr: / Date 58.00 REINSPECTION FEE R UIRED. or to inspection, fee must be paid at 6300 Southcenter Blvd. Suite 100. Call to sechedute reinspection. celpt No,: \ IDate: Z �W QQ � JU UO W= H cn U. WO J LL N = W N = z �_ I— O W H �j U� O _ o ff WW H .. Z W N H H O z / INSPECTION RECORD Retain a copy with permit (� -5 INSPECTION NO. PE MI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project Type of Inspectio� Address: Date Called: Spec Instr lions: l Date Wanted: m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. Inspector: A�-az Date ..,-� $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z � W JU UO W= Co L WO U - �W Z = I— H O W ~ W U� ON 0H WW LL� —0 Z co O~ Z INSPECTION RECORD (J Retain a copy with permit INSPECTION NO. P IT O. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6)4 1' 3670 Pro'ect: 1 Typ of Inspection: lu 16 -1 Ad r 0 � (0 S ( Date Called: Special Instructjons: Date Wanted: /,�� a.m. �v e Requester: / �P Phone No: �� �� ` -&6-0 _I Approved per applicable codes. Corrections required prior to approval. COMMENTS: F Inspector: L f Date: vf w $58. REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z �Z OC � 0 W= S2 U 0 UQ C0 d �W Z ZO W �p CO 0 H W W F=- 17- LL' O .. Z U =. O Z Y INSPECTION RECORD Retain a copy with permit INSPECTION NO. A CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431 -3670 Pr,qjec� TYPe Inspection: Date Called: Special Instructions: Date Wanted: - 2 ' p.m. C-1) Requester: C� V Phone No: r teceipt No.: 7 7 ` z �Z �W UO N 0 M S2U WO La co = �W Z H ZO w U13 O - o� W �F �- O w z U= O I— z ' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit U �C INSPECTION NO. PE T 0. j CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 'i PrmW r , I ,� j/� L. Type of lns�tion: (/ .; Address: s: Q- ( Date Called: 617 o f Special Instructions: �M !FI' Uate Wanted: ��� � 1 .. Requester: P ones /; Approved per applicable codes Corrections required prior to approval. i 11111111111 M �M !FI' �► ��� � 1 .. 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. i N 4 Z �U UO N �LL WO L? Cj) a =W H Z 3: H O W ~ W U� ON o�- W W H- LL Z W U O Z INSPECTION RkCORD 6 Retain a copy with permit INSPECTION NO. PE O CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project � a L lfl Type of pecti n: �-- Address: Dat Called: Special Instructions: Date Wanted: 7 a.m Requester: Phone No: Receipt No.: Date: Z H �W f � JU 00 CO 0 w= CO LL w 2 a LLQ co 2 CY �W Z H F- O w 5. U� ON O H WW U LLO W Z co O Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. i INSPECTION RECORD Retain a copy with permit INSPEeMN NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2F)431-3670 Project: Type of Inspection: a Ll Address: Date Called: Special Instructi ns: Date Wanted: .m. Requester: Phone No: 18 4pproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector Date: $58.0 REINSPECTIO FEE REQ LYIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: is i Z �W QQ� JU UO N C0 W LLJ :r U. WO L L �d = W H Z F.. ' HO W �5 UO O N o�- W W H U' LL O W Z U= Z INSPECTION RECORD 7 ! Retain a copy with permit L �� �+ INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION t 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr 'ect- Type of I e ti n: � I j _ t Ad r ss: � � �� of ate Called: � �� , Special Instructio�ns�: P Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: i Inspector: Date: n. r Receipt No.: Date: Z It..: if— W c UQ W= J F.. C W 0 2 LLQ = F W z= r` WO W UL3 C0 Cl WW H� LL O W Z U= O� Z II paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a co with it ' INSPECTION NO. cop p ermit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Pr 11 Typ of nspection: Add ess: d b� Date Cal T I e 5 Special Inst uctions: Date Wanjqd a . .m. Requester: Ef PJF n /� e r' No: J 1 i ; I Approved per applicable codes. Corrections required prior to approval. WMENTS: - i Inspector: Date: L. D.� $58.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z it— Z W QQ� 30 00 J N LL u.l 0 LL co = f.. W z �- 0 W �5 U 0 - 0 I— W 1- - IL 0 W Z L) O Z INSPECTION RECORD Retain a copy with permit �b Dq '� 3 0 1 INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr a t: � Ty p of Insp tion Ad - d ress. Da e Called: 0104 'cw p Speclhl Inst c ions: Date Wante I I 4 � a. • m. Requester: (!� red— Phope No. —Lo D Receipt No.: Date: :1 I I paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection t E Z �Z � W QQ � JU 0 Q W = S2 U- WO �-j LL ND �W Z �O W f-- W U O- D F- W H� LO .Z W U= O Z F1 Approved per applicable codes. dz Corrections required prior to approval. 0 INSPECTION RECORD / Retain a copy with permit p� INSPECTION NO. PE IT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P ject n ym T pe of Inspection: Address: � �-, � � �; Date Called: Special Instructions: Date Wanted: 1 a.m. Requester: Phone No: _ L� a _ Z iF- Z . W QQ � JU UO N(3 wi J H LD LL WO J co) a = W Z� ZO W LLI U O H .W W F- FU-- UL Z L1l U =, O� Z M rpproved per applicable codes. E Corrections required prior to approval. INSPECTION RECORD - •�"'°" Retain 'a copy with permit INSPECTION NO. P 9)431-3670 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (0 P of I specti5 Acid .s D • G 1 SpdciaI Date Calle _ iq Instructions: Date Want .� a.m. � / (0 Requester: EN Z ~ W JU 00 CO co LU J = NLL w 0 } 9-j LL Q co = F. W Z� E- O W 25 �p co a F-- UJI W LL .., Z U= O Z Approved per applicable codes. Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE N j CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ' t: Type of Inspection* !� Ad ress: 1 Date Called: _ �- Spe ial Instructi ns: (� U I . /�o (` 4^ \ \ �AA • Date Wanted: k r P.m. Requester: P one No: 0 � ,Approved per applicable codes I--,-.- . __..1 - Corrections required prior to approval. :,.j�"o spett r: Date: r $5 0 REINSPECTION FEI REQUIRED. PH r to inspection, fee must be pa at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z Z �. iH W JU UO moo. CO) = J F- N LL W O U. = FW Z = F- 0 W F �O ON oF- W W Z 111 U= 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* Lr -Wle CAh .- Type of InsperA ion: tu Address 40 7 � .� Date Called: �Z Special Instructions: Date Wanted: a.m. 2 p.m. Requester: ,.�-- (l P N Phone No: Approved per applicable codes. 4A j2 E I� t 4 n Corrections required prior to approval. f } Receipt No.: (Date: I Z �Z '~ W 0 CO) 0 C0 LLJ J = I— �LL WO U. Nd �W ` Z I•- F- O Z F- 5 U� O� 0 F- WW H � LL t!J Z U =. O F- Z E] $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. M 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 �0 t Projec Type of Inspection'. Address Date Called: 1 /0 ZP z 6 �A Z, Special Instructions: Date Wanted: a.m. p.m. Reques e 6,5 6 r — Phone No* � D Approved per applicable codes. 11 Corrections required prior to approval ,COMMENTS- WE Ag 1 % MME =ZA IMF., "-F MW A 7, Inspector: Date: F $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: — Date: Z X i– Z W 00 C O C3 CO Ill W to LL 0 LL. CO) C% C WT X 0 R LLI 5 0 17 1-- W W F- lL 0 C z d Cl) C.) X Z MITCHELL ENGINEERING INC • 7 Redmond, WA 98052 (425) 747 -1500 1 Lv Y r Y 1 RECEIVED j CITY. OF TUKWILA NOV 0 5104 IS rsti� PERMIT CENTER INCOMPLETE EX:P::1 S . d ..... : LTR# PREPARED BY PROJECT �T''� S� SHEET NO. OF / DATE SUBJECT 2G? JOB NO. e4- ,-S J ��x�3�h1�. �^'�tw�4 .. aa� .f'# �aw.�'ntKare�wn..A�iP���s•— . -- -- _- Z j-Z �w Q 2 JU UO cr) J = H S2 LL w 0 LL Q = a �W Z = I- 1- O Z F- w W U� O N 0 ]- w H� LL O .. Z w U= O H Z 0 r . 9 I -- - - - - - I A5'���� ;I i �fN►or4 - PA1,71 - A L 44d rsWA4g C. I 1 0 0 T qj-5, LL Q 444 `C � - -Tl�A71. :2 ,�, 14, .6 , :d2 Z � D U UO U) o. J N LL WO 2� 9a Ua =w z Z � Wo. 25 U0 CO o�- =W. F- � wZ CO O Z.. . f t� C7 412 C WALL A - C-vX l2 F' � 4 1,112. rl- 4. � N�.) N I- W�2 4 4 e,-s �, re -Oma* &Tvj / r I_G X N y 1 Y 12 t�l /�'A�I eja -�I �3 �z W W m D UO U C0 w J = H NLL WO J LL = W I- _ Z F. F- O w �-, w U� 0 f- WW U. ui Z U= ~O F- Z � a 0 -Q �k -Q 5 - *m" -(:�) NOTICE: IF THE DOCUMENT IN THIS FRAME I LESS CLEAR DOCUMENT. N THIS NOTICE IT IS DUE TO THE QUALITY O F � b MITCHELL E NGINEERING INC . ,, PREPARED BY PROJECT DATE _ Z0 .4 SUBJECT 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 _ SHEET NO. 45 OF JOB NO. 0 4 , S ' 1 7 Z Z QQ W W� JU UO No C0 LLj J � CO) L W 0 li Q U � Z d. �W Z F- I- O Z t-. W W U O - 0 F- W W �U F- LL O .. Z. W U- r H Z PREPARED BY TE Ad PROJECT SHEET NO. OF SUBJECT JOB NO. C4 7 Z Z ' W W JU UO Na W= J H cl) u 0 (L Q ND = �W Z Z I- �p U N O -. OH WW H H u" O w Z U N Z MITCHELL ENGINEERING INC • 7 R dmond, wA 9 05 (425) 747 -1500 pas I� v/ rA - J 161: �7 53.-x. d �� z w UO J =:. H C LL w 0 �Q �a = w Z ° w Do U N = w: LL Z w to Z tP A_ Z SHEET NO. OF PREPARED BY PROJECT Q DATE J5" SUBJECT JOB NO. '4 SHEAR WALL SCHEDULE Shear Wall Designation Nail Size Nai1 Spacin Hem -Fir #2 #/Ft Edges Studs TopBtm. Plate Blocking Re 'd. G24 6d 4 " 4 " 4 No 250 PI-6 8d 6 12" 6 " Yes 210 P1 -4 8d 4 12" 4 " Yes 310 P1 -3 8d 3" 12" 3 " Yes 400 P2 -3 8d 3" 12" 3" Yes 800 Shear Wall Notes: 1. G2 - Gypsum wallboard two sides. P1 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on one side of wall. P2 - 7/16 A.P.A rated Plywood or Orientated Strand Board (O.S.B.) on each side of wall. 2. For PI-3 & P2 -3 shear walls use 3x studs at adjoining panel edges. Refer to plan for 3x sill plate locations. 3. Nails shall be 8d common. 4. Where plywood is 2 sides of wall, joints shall fall on separate studs each side. 5. All panel edges backed with 2 -inch nominal or wider framing unless noted otherwise. Install panels either horizontally or vertically for plywood or A.P.A. rated sheathing, gypsum shear walls shall be installed with the sheets running horizontally. Space nails @ 12 inches.on center @ intermediate supports. 6. All plate washers shall be hot dipped galvanaized. 7. Refer to foundation plan for anchor bolt size and spacing. Refer to foundation details for bottom plate /rim/mud -sill connections. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. STRUCTURAL NOTES CODE DESIGN IS IN ACCORDANCE WITH THE 2003 INTERNATIONAL BUILDING CODE AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS ROOF------------ - - - - -- 25 PSF FLOOR---------- - - - - -- 40 PSF DECKS---------- - - - - -- 60 PSF LATERAL WIND------------ - - - - -- EXPOSURE B; 85 MPH SEISMIC-------- - - - - -- SITE CLASS `D' FOUNDATIONS - EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINDAUM OF 1' -6" BELOW ADJACENT EXTERIOR FINISHED GRADE. BEARING CAPACITY NOTED ABOVE SHOULD BE VERIFIED IN THE FIELD. CAST -IN-PLACE CONCRETE F'c = 2 PSI @ 28 DAYS. MlNDAUM 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MN)MAUM OF 6 -3/4 GALLONS OF WATER PER 944 SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1 -1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH NUNIMUM EMBEDMENT INTO CONCRETE AND MA)C UM SPACING OF 2 FEET ON CENTER. MPM4UM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 12 INCHES OF EACH END OF THE SILL PLATE. FOUNDATION WALLS ENCLOSING A BASEMENT BELOW FINISHED GRADE SHALL BE WATERPROOFED PER ARCHITECTURAL PLANS. REINFORCING STEEL ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A- 615, GRADE 60 FOR #6 AND LARGER BARS AND GRADE 40 FOR #5 AND SMALLER BARS.. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A MIN .4UM RADIUS OF 6 BAR DIAMETERS (1' -7" MINDAM. CORNER BARS (2' -0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A NENIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS W z '~ w [r g D UO No w= � w I¢ co n = cr �w z� F- O z E-- w w U� o�- .w w u. 0 LLi z co z OTHERWISE NOTED ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH 3 INCHES CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS 2 INCHES #5 BAR AND SMALLER 1 -1/2 INCHES CONCRETE NOT EXPOSED TO EARTH OR WEATHER: ' #14 AND #18 BARS 1 -1/2 INCHES 411 BAR AND SMALLER 3/4 INCH SLAB -ON -GRADE (FROM TOP SURFACE) 1 -1/2 INCHES STRUCTURAL TMMER: ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: 2X FLOOR & ROOF JOIST HEM -FIR #2 ---------- —Fb = 850 PSI 4X BEAMS DOUG- FIR/LARCH #1 ---- Fb = 950 PSI 6X BEAMS DOUG- FIR/LARCH #1 ---- Fb =1300 PSI COLUMNS DOUG- FIR/LARCH #1 - ---Fb =1000 PSI LUMBER NOT NOTED DOUG- FIR/LARCH #2 ---- Fb = 850 PSI ! MISCELLANEOUS HANGERS TO BE SRAPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANTS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH I.B.C. SCHEDULE. NAILS IN CONTACT WITH TREATED PLATES SHALL BE GALVANIZED. FLOOR SHEATHING SHEATHING SHALL BE 3/4 INCH TONGUE & GROOVE, A.P.A. RATED SHEATH NG. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. z �z �w D 00 0 w= N U. w La to = �w z F_ H - O z�_ W W U o cl) w u' O w z U= P� z WALL SHEATHING SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING, SPAN .RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLUED - LAMINATED TEMBER LAMINATED TIMBER SHALL BE DOUGLAS- FIR/LARCH KILN DRIED. STRESS GRADE COMBINATION 24F -V4 (Fb =2400 PSI, Fv=165 PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS BEAMS. A.I.T.C. CERTIFICATE OF CONFORMANCE REQUIRED. GLU -LAMS SHALL CONFORM TO A.I.T.C. STANDARDS 117. FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. - FLOOR FRAMING PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS AT 6 INCHES ON CENTER- BEARING WALL FRAAfING ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 DOUGLAS- FIR/LARCH #2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d NAILS AT 12 INCHES ON CENTER. PROVIDE TWO LAYERS OF ASPHALT RAPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2 -16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2 -16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. FACE NAIL BOTTOM PLATE TO WITH 2 -16d NAILS. PRE - MANUFACTURED FLOOR JOIST JOIST SHALL BE MANUFACTURED IN A PLANT APPROVED FOR FABRICATION BY THE BUILDING DEPARTMENT AND UNDER THE SUPERVISION OF AN APPROVED THIRD PARTY INSPECTION AGENCY. EACH JOIST SHALL BE IDENTIFIED BY A STAMP INDICATING THE JOIST TYPE, CABO NER REPORT NUMBER, MANUFACTURERS NAME, PLANT NUMBER AND THE INDEPENDENT INSPECTION AGENCY LOGO AND EVALUATION REPORT NUMBER. 4 0 11 z z �w QQ JU 00 N to w J = � w 9� wQ (n � = �- z= z� W w �© U 0 �' 0 E- wW LO w to O z PRE - MANUFACTURED ROOF TRUSSES TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS- FIR/LARCH OR HEM -FIR. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER TO OUR OFFICE FOR APPROVAL. ALL TRUSS PLATES AND CONNECTORS SHALL BE I.C.B.O. APPROVED VERIFY MECHANICAL UNIT LOADS AND LOCATIONS WITH SUPPLIER AND FURNISH ADDITIONAL TRUSSES AS REQUIRED. SPECIAL CONDITIONS THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR-SHALL VERIFY SIZE AND LOCATION OF ALL OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SDAMAR CONDITIONS NOT SHOWN. '6412 z Z , JU U c v. w= J � w: w O u. ¢ cl) co Fw z�. a w ~ ' w Do. U O N. Wu H U. F= LLI Z U N O Z MITCHELL ENGINEERING INC. C2)�4 I v PREPARED BY ' PROJECT SHEET NO. OF DATE SUBJECT JOB NO. 7 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 jtA r� O,"'-' , � III�I��I�I! ►� Z. 1W. W� J U UO N O W= J F" CO) LL W O LLQ cl)� = �w Z F . F- O Z i- �5 U� o�- W W. �U Z LLI U =; Z Alp � 1 f MITCHELL ENGINEERING INC • 7 Redmond, WA 9 052 (425) 747 -1500 V)ALL I 3. 7 It j T 2 4 � ..; .r ' PREPARED BY PROJECT SHEET NO. � OF DATE -- T SUBJECT JOB NO. Z �~ W UO 0 w� S2 LL W O 2 9 LL :3 _ d � llA Z F- zo W LLj U � H W u , 12 �z Uco O Z MITCHELL ENGINEERING INC . I �5z2- 6 - tl 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 f , 4. L PREPARED BY PROJECT SHEET NO. ✓� OF DATE 49 f�r al$• SUBJECT JOB NO. z W U0 Wx �LL W LL co =W z �. F- O z E- W �o co o�- WW �U O. W z U =. z MITCHELL ENGINEERING INC* ��✓) l t� %� jNlFr�s PREPARED BY DATE L 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 �c 4 * PROJECT- l I�j-.! 2 SHEET NO. A OF SUBJECT JOB NO. 7 D U L) 0 CO) CO LLI 3: LL WO LL D W z W U J 2 -9: D . 0 0 co). 0 a F- W LLJ LL N L) Z- 7 - 168th Ave. ti., MIT CHELL ENGINEERING INC • Redmond, WA 930 (425) 747- 5c I ✓�H o A it rq t.� r�-I � T • . - . e • ( ra) 4;ALVAoJ flo � cT Q i L. f ` vjanl L 2 I : � A �A 1 WJ A ,-. - 5 Z w 2 D 00 W= H N LL wO 2�: LLa ND =d �. w Z= Wo w U o F- wW Z w U= 0 Z s � 1) V) v Site Plan 1 4 4 Ll & t• .Is�.r►;n �s N REVIEWED FOR CODE COMPS -LANCE ��� JAN 7 pf Tukwila BUTu C!nROF " U NOV 052081 . - pERM/TC�NTER 1s' o��aeawe .0 pee - c. Z. 3.3 V,4 w AN C. Z 3,3 INCOMPLETE Project: .. �as�ru,eor+ � / -A0 r= File #D04 Contact: John Tamburelli #425 -228 -5959 �04uw 30 / z �Z - W � JU 0 0 N C0 w J = W LL W U- N D i r W z F— Wo 25 UO N o — w �o z UN p _ o� z group Owl -'� SECTION C.2 FLOW CONTROL BMPs C.2.3.3 DRYWELL REQUIRENIENTS Figure C.2.G on page C -15 illustrates the requirements for drywell infiltration systems as outlined below: ? Drywell bottoms must be a minimum of 1 foot above seasonal high groundwater level or impermeable soil layers. ? If using drywells, each drywell may serve up to 1000 square feet of impervious surface for either medium sands or coarse sands ? Typically drywells are 48 inches in diameter (minimum) and have a depth of 5 feet (4 feet of gravel and 1 foot of suitable cover material). See the detail in Figure C.2.G (p. C -15). ? Filter fabric (geotextile) shall be placed on top of the drain rock and on trench or drywell sides prior to backfilling. ? Spacing between drywells shall be a minimum of 4 feet. ? A minimum 5 -foot setback shall be maintained between any part of a drywell and any structure or property line. Drywells may not be placed in sensitive area buffers. A 50 -foot setback is required between a drywell and an SAO steep slope or landslide hazard area (this may be reduced with a geotechnical engineering report and approval of DDES). ? Downspout infiltration trenches are not allowed on slopes greater than 25% (4:1). Drywells may not be placed on or above a landslide hazard area or slopes greater than 15% without evaluation by a geotechnical engineer or qualified geologist and DDES approval. << ? For sites with septic systems, drywells must be located downgradient of the primary and reserve drainfield areas. This requirement can be waived by DDES permit review staff if site topography clearly prohibits subsurface flows from intersecting the drainfield. See Reference B for a summary of SKCDPH onsite sewage system requirements. 9/1/98 Small Site Drainage Requirements C -12 ZZ Ui WD J U: U U o W 3: J � �U WO �Q N D. F— 0- Z I— W LU �p U co 0- 0 F- Ww H U- O ui Z N U O H- Z rs`• C.2.3— INFILTRATION TRENCHES AND DRYWELLS DRY WELL PLANVIEW FITS 0 481 nch Dia meter Hole Filled with 1 it -o-- T Washed kh Drain Rock Ft R oof Dcwnspo>_# Mark Ca*r of Hole with 1 " Capped PV HouSe Overflow LC Topsoil or Other means Flwhwith Sutuce Splash Block L CJ - 1 Mtn. flow Fine flesh Screen Pin tea P^JC Pipe Catch Basin ( Drain) 481nch Diamter 4? Min. Sides of Hole Hole Filledwith i'12- Washed Linedwith FiferFakric Drain Rods me IV mill. Mlhi. 1' zbcoa Saasoi I DRY WELL H igh Grou-ndwaWr'Table T SECTION FIT'S Small Site Drainage Requirements 9/1/98 C -15 Z Z W _U U UD J N LL W O L L �d =W Z �.. 1= O Z I— G 0 =) C3 ON off WW U. Iii z U =, O� Z / IF -- d •J ' These platta hgvc hart revic%ve by the 1�ut�lir, Workti 1)aparttttcnt for confortttancc with rur E. STEWARD P E City stMidarda. Acce tattcc ti LARRY R is t�icct, t o e rrors and .. t? it��walrt tjiri.. cvl�trh ...do.. .H.M...atittir+rire ' 247'18 SE (Vtirrormont Drip. c ....... ............................... acldptcd :�tattdard ..' VICE 'tfft'itifliff...d�,........... or crdtrtntlees, The res Issactaal1. �ar�,shin� ton 9802 � for tl' c adequa of the de t fly wi th ttity Phone 425-' 1 i designer. Additions dele 'or revisions to these iest c iNad rr hotmail.cnn; drawings after this date will void this acceptance cst and will require a resubmittal of revised drawings for subsequent approval. January 7, 2005 GEM Construction C/O Matt Grimm 21501 Connells Prairie Road E. Buckley, Washington 98321 Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By , ✓441, 0 � cF � RE: Falling Head Percolation Rates R Development Permit #: D04 -301, D04 -302, D04 -303 and D04 -304 Dear Matt: On December 21, 2004, I conducted a Falling Head percolation test on lots B, C, D and E per your request. There were 2 test holes dug about 20 feet apart on each lot. The holes were 2 feet deep. The average percolation rate in test hole 1 on each lot was a rate of 1 inch in 2 minutes. Test hole 2 on each lot drained rapidly until it reached about 1 inch above the top of the gravel in the bottom of the holes, and then would drain no further. The soil was loamy sand in all the test holes. The impervious roof area of each house is 1643 square feet. This is below thresholds in King County Surface Manual for flow control. Based upon the above information, lots B, C, D and E are not acceptable for an infiltration facility; therefore, Splash blocks would be adequate for use on each lot. I conferred with Jill Mosqueda with the City of Tukwila Public Works Department about my findings; she agreed that splash blocks will be adequate for use on each lot. If you have any further questions, please contact me at (425) 392 -6111. CORRECTION LT R # A-- Do 4 -301 1. r K / a- ti^ z h Z �w JU UO Cl) C0 W J = �LL w U? � = w w� �5 U� ON 0 E- wW LL O w z CO O z v 10 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director rsoa Z November 23, 2004 �� uj Mr. Phillip Kitzes 0 PK Enterprises Cl) p 23126 SE 285` Street Co LU Maple Valley, WA 98036 J H CO) L Uj O RE: CORRECTION LETTER #1 Development Permit Application Number D04 -301 5 Gem Construction — Building 1 — Lot E — 4064 South 146' Street c = CJ Dear Phillip: Z w f- 1 O. This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. w �- All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works. At this time, the Building, Fire Department and Planning Departments U co have no comment. 0— Public Works Department: Jill Mosqueda, at 206 431 -2449, if you have questions concerning the attached w memo. u- O . Z' w Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or U other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other O 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 accepted throne) the mail or by a messenzer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D04 - 301 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206 - 431.3665 N CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards Permit #: Project Name: Review #: Date: Reviewer: D04 -301 Gem Construction Bldg 1 Lot E 1 11:15.04 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 and two inspections. Public Works charges for additional reviews and inspections. Your next review will be charged a fee. 2. The plans must show all utilities and work in the right -of -way. Please refer to the Public Work's Development Guidelines and Design and Construction Standards, available free on the web or for $50 at the Public Works Counter. (requested 08.23.04 3. The "soils Classification" you provided is not adequate. Provide the results of the EPA falling head tests performed where each dry well will be installed. (per the King County Surface Water Design Manual). The procedure is attached. Provide the information indicated on the bottom of page 2 of Bulletin C4 on the site plan. Projects /D04 -301 Gem Lot E comm 1 1 z �Z '~ w � D 00 0 wF �LL w J LL. N d = W z F- F- O W 25 U0 o U) o F- wW U ,L o .z w P TI O z �1 N VIIIN %",. O r � 1�< DEVELOPMENT BULLETIN C4 FALLING HEAD PERCOLATION TEST PROCEDURE Source: EPA, Onsite Wastewater Treatment and Disposal Systems, 1980. Number and Location of Tests A minimum of three tests shall be performed within the area proposed for an absorption system. They shall be spaced uniformly throughout the area. If soil conditions are highly variable, more tests may be required. Preparation of Test Hole The diameter of each test hole is 6 inches, dug or bored to the proposed depths of the absorption systems or to the most limiting soil horizon. To expose a natural soil surface, the sides of the hole are scratched with a sharp pointed instrument and the loose material is removed from the bottom of the test hole. Two inches of /z to 3 / -inch rock are placed in the hole to protect the bottom from scouring when the water is added. Soaking Period The hole is carefully filled with at least 12 inches of clear water. The depth of water ' should be maintained for at least 4 hours and preferably overnight if clay soils are present. A funnel with an attached hose or similar device may be used to prevent water from washing down the sides of the hole. Automatic siphons or float valves may be employed to automatically maintain the water level during the soaking period. It is extremely important that the soil be allowed to soak for a sufficiently long period of time to allow the soil to swell if accurate results are to be obtained. In sandy soils with little or no clay, soaking is not necessary. If, after filling the hole twice with 12 inches of water seeps completely away in less than ten minutes, the test can proceed immediately. Measurement of the Percolation Rate Except for sandy soils, percolation rate measurements are made 15 hours but no more than 30 hours after the soaking period began. Any soil that sloughed in to the hole during the soaking period is removed and the water level is adjusted to 6 inches above the gravel (or 8 inches above the bottom of the hole). At no time during the test is the water allowed to rise more than 6 inches above the gravel. Approved 10.05.04 CITY OF TUKWILA Public Works Department 206 -433 -0179 Z Z �w WU 00 N J � � w 2 �' 9-1 = a �w Z Z� W W U� o - o� w w O w U� H O� Z Y �I • S DEVELOPMENT BULLETIN C4 FALLING HEAD PERCOLATION TEST PROCEDURE Immediately after adjustment, the water level is measured from a fixed reference point z Z to the nearest 1/16 inch at 30- minute intervals. The test is continued until two w 2 successive water level drops do not vary by more than 1/16 inch within a 90- minute 1 o period. C o After each measurement, the water level is readjusted to the 6 -inch level. The last water C0 W UJ level drop is used to calculate the percolation rate. D o w� In sandy soils or soils in which the first 6- inches of water added after the soaking period � seeps away in less than 30 minutes, water level measurements are made at 10- minute intervals for a 1 -hour period. The last water level drop is used to calculate the a D percolation rate. w Calculation of the Percolation Rate z� o The percolation rate is calculated for each test hole by dividing the time interval used UJ between measurements by the magnitude of the last water level drop. This calculation o results in a percolation rate in terms of minutes /inch. To determine the percolation rate o U. for the area, the rates obtained from each hole are averaged. (If tests in the area vary by more than 20 minutes /inch, variations in soil type are indicated. Under these i UJ circumstances, percolation rates should not be averaged.) o w z CO) O Example: If the last measured drop in water level after 30 minutes is 5/8 -inch, then: Z Percolation rate = (30 minutes) /(5/8 inch) = 48 minutes /inch. For the permit application, provide 1) a map showing the test locations, 2) the water drop in inches, 3) the time interval and 4) the calculated rate. Approved 10.05.04 2 city of T ukwila Department of Community Development Steve Lancaster, Director Steven M. Mullet, Mayor 1906 August 25, 2004 Mr. Phillip Kitzes PK Enterprises 23126 SE 285 Street Maple Valley, WA 98038 RE: Letter of Incomplete Application # 1 Development Permit Application D04 -301 Gem Construction — Bldg 1 — Lot E — 42 Avenue South Dear Phillip: This letter is to inform you that your application received at the City of Tukwila Permit Center on August 19, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Buildinca Department: Ken Nelsen, at 206 431 -3677, if you have questions concerning the following: ! 1. Please show, on the plans, the method and location for the footing drain discharge system. 2. Provide the complete redesign of the house under the 2003 International Residential Code and the 2003 Washington State Energy Code. 3. Provide soil classification per the 2003 International Residential Code. Public Works Department: L. Jill Mosqueda, at 206 431 -2449, if you have questions concerning the i 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 accepted through the mall or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefania pencer Permit Technician Enclosures File: Permit File No. D04 -301 ISVIA-4nuthrontvr Rn»/evarrL . #100 • Tukwila. Washington 98188 • Phone: 206 - 431 -3670 9 Fax: 206.431.3665 Z W � D JU UO U) o CO W W = H NW W } O } J U. = W H- O Z 5: U� O N 13 H W W H U LL O: Lll Z CO O Z ILA . Jp.. "" ': City o Tukwila Steven M. Mullet, Mayor O Department of Community Development Steve Lancaster, Director . 1908 CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ciAukwila.wa.us Development Guidelines and Design and Construction Standards Project Name: Gem Construction Bldg 1 Lot E Permit #: D04 -301 Review #: NA Date: 08.23.04 Reviewer: L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department (PW) has the following comments regarding your application for the above permit. Please contact me at 206.431.2449, if you have any questions. 1. Permit submittal is incomplete. The plans must show utilities and work in the right -of -way. Please refer to the Public Work's Development Guidelines and Design and Construction Standards, available free on the web or for $50 at the Public Works Counter. 2. Permit submittal for right -of -way work must include the items checked on attached Bulletin A4. 6300 Southce Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax. 206 - 431 -3665 z JU U O U) o C0 J F.. N LL w O. LL Q �D = �w z ZO w U� O� o�- wW �U o ..z w U= O z 4 3 1 1 PE"WIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -301 DATE: 01 -10 -05 PROJECT NAME: GEM CONSTRUCTION - BLDG 1 - LOT E SITE ADDRESS: 4064 SOUTH 144 STREET Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # I Revision #_after /before permit is issued DEPARTMENTS Building Division Public Works,,,., ❑ Fire Prevention ❑ Planning Division (✓ ��., Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: DUE DATE: 01 -11 -05 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R TING: Please Route 2 Structural Review Required REVIEWER'S INITIALS: n APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 02 -08 -05 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sllp.doc 2.28.02 ❑ No further Review Required DATE: z �w � JU UO J � NLL w J u_ N =w �- _ z F .. z� W U� ON o F- wW �O --Z t O z I—` PERMIT COOiRD COPY ,__ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -301 DATE: 11 -05 -04 PROJECT NAME: GEM CONSTRUCTION - BLDG 1 - LOT E SITE ADDRESS: 42 AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # I Response to Correction Letter # Revision #afteribefore permit is issued DEPARTMENTS Building Div' 'i�ion �] Fire Prevention ❑ Public Works / II „ J1A. \ _ 4 ►, .,f Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: HAW vi ion Permit Coordinator IN DUE DATE: 11 -09 -04 Not Applicable ❑ APPROVALS OR CORRECTIONS DUE DATE: 12 -07 -04 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: 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 REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: 23e0 Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PWX Staff Initials: PERMIT COORI) COPY Documents /routing sllp,doc 2 -28.02 ❑ No further Review Required DATE: z ~w JU UO co W W = F- �LL WO 9_j LL N = W Z �. F_ O z F_ W W U O N C3 E_ WW u. O .• z W 0- P PERMIT COCRD Copy PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -301 DATE: 08 -19 -04 PROJECT NAME: GEM CONSTRUCTION — BLDG 1 — LOT E SITE ADDRESS: 144XX 42 AVENUE SOUTH X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # afteNbefore permit is issued D PARTMENTS: n b. B fdf rig Public Works, ,__ t0 . _, Fire Prevention Structural Planning Division [� Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete ❑ Incomplete i i Comments: DUE DATE: 08 -24 -04 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: OY LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg x Fire ❑ Ping ❑ PW A Staff Initials: Vey TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: DUE DATE: 09 -21 -04 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sllp.doc PERMIT COO R D COPY 2 -28 -02 z ;X z �w QQ JU UO Cl) CO W J = CO W w �Q = �w z F- F- O z I— w w U N 0H wW L O w z U= O z :... City of Tukwila Steven M. Mullet, Mayor Departmeitt of Community Development Steve Lancaster Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http : / /lviviv.ci.tttlovila.tiva.its REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions )vM not be accepted through the mail, fax, etc. Date: lv Plan Check/Permit Number: ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 Revision # after Permit is Issued D04 -301 Revision requested by a City Building Inspector or Plans Examiner Project Name Gem Construction — Bldg 1 — Lot E Project Address _4064 South 144 'tN kn 6u v e- I l Contact Person: Phone Number: �) cyg�'-? "22 ?z Summary of Revision: AN A A OM PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 'S Entered in Permits Plus on / z = Z �W aa � JU UO CO) 0 U) LLJ J= F," to LL WO LLQ �D =a �w Z� �-- O z !-- w w U ON 0 F- W �U LL O --z W U= O z pp ieations forms- applications on line evision submittal Created: 8 -13 -2004 Revised: kwuhl 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.ttllnvila.wa.tts Steven M. Aftillet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fa-Y, etc. Date: aSQ Plan Check/Permit Number: D04 -30 . 1 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner am Project Name Gem Construction — Bldg I — Lot E-� Project Address: 42 Avenue South Contact Person: a WlbuW-- Phone Number 22 ^!59 . 59 1� // Cfoa s 'a TR2► ` I?evlSe'd / ?M' il I�'9 A;, * Arty- Air I,1tr' I RECEIVED r.ITY OF TI IKWII A N OV n r. na Sheet Number(s) PFRA4a "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: e Entered in Permits Plus on ppIications\forms- applications on lineVevision submittal Created: 8 -13 -2004 Revised: z H '~ w JU U U) 0 CO LLJ J � 0 LL w ga- LL- � d =w I— O z F— LU5 U O U) o�- w �z U= O z Summary of Revision: Cl. Y k ear' 1 S -f- AAA- - 1 /b r .0 4 e r, l��- / / —�� l� Q� ! �S !J "1 7 /`(G t���f .(JrF �i� � r �� T7 •1'E� / � V �� 1 7 � �'1 �� �' r� //� N G ' �I� 1� // Cfoa s 'a TR2► ` I?evlSe'd / ?M' il I�'9 A;, * Arty- Air I,1tr' I RECEIVED r.ITY OF TI IKWII A N OV n r. na Sheet Number(s) PFRA4a "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: e Entered in Permits Plus on ppIications\forms- applications on lineVevision submittal Created: 8 -13 -2004 Revised: z H '~ w JU U U) 0 CO LLJ J � 0 LL w ga- LL- � d =w I— O z F— LU5 U O U) o�- w �z U= O z Summary of Revision: Cl. Y k ear' 1 S -f- AAA- - 1 /b r .0 4 06/16/2004 07:27 VRL VUE SEWER DISTRICT 1 4252269227 Nu.bbb Uoq P.O. Box 6160 TWkrrAm, WA ae Aboaer (M) 241 hvr (2611 "m nor 2 Ce"Iraltm of Bawer Av411ebllity OR © Certlfloete of Omer Non- Avalleblllty of C90011%, 141 Pelrn t Q Preliminary Plat or Pup 13 Other O ts had aubdlvlslon Q R ogons Proposed use: ® 1 llsi 8lnole Rmly O Reeldentlel Mulffam" O Cammerolel Mor Poe Applicer A Name; C r - 1t Phone: aof; -.Bra Sw n9 g ;94;�9 10IL!i-A-4 on: Talc Lot NumW. Legal Dsaorlpfon(Attach Map and Legal Poeodpllan h neoeeemry): I. `� a. Gower 6ar0oo villI be provided by Aldo sewer connedtlon only to an exbllno - size mower - d3 feet }tarn the site end the newer system hNo to cope* to verve the proposed use, OR Q b. Sewer service vAl roqulre an Improvement to the sewer system of. Q (1) _., ,-_,feet of eewer trunk or lateral to reach the silo; endfor C qFC Q (8) the o of a collection oyelent an the alto; andlar d g 4994' 7. (M400e completed It 1.b above le checkecO c FNr On. The egwer oyetem Improvementle In 4onformencewith a County approved eewercamprehernsiv1' pl an, OR Q b. The sewer system lroprovementwlll require a sewer comprehanabre plan amondmen. 8. 13 a, Tho proposed project b wllhln the corporate limits of the Alstdn, or has been grunt ( 04mary Wow Poord approval for "nelon of eendoe outelde the Cletrict, OR O % Annotatio or 8ftt3 epprovai will be necoesaryto pr ovide aeM 4. Cmvtae to oublectOa the ronowUB; PERMIT; s . a. Qhdrtol Connectlon Charges due prior to oonnoullon: GPC: � Q,. 2 Sb 0-' GFC; A UNIT: o © TOTAL: (9uNdetro Change an January ten I(Ino CountylMITRO Capoolly Charge: Currently, flea tI esldentlel equfmlont►will tm billed directly byKn q County after connection to the eawar system. (Subject to chanoe by i(Ing Go/Metro without b. Gassmante: Q Required May be Required c, other. 4 I he by cash that the above sower aeenay informatlon le true. Thle oarlincallon. hail be vvlld far one year a date of el turf. i 8y TWO H4 h 4 20-r D ole � b r I' z �z �w QQ JU UO UO U) LLJ J= H U) L w ILQ CO) n = �w Z F- O z F- w U rn 0 F- w W X F- LL 111 z U= 0 z 09:39 UAL VUE SEWER DISTRICT 4 4252269227 NO.G?4 (702 �m Lo V- U- Z w JU 0 0 (00 cl) ui UJ cl) U w 0 2� 9-1 U- W Z F- 0 Z F— W W 2 :5 D 0 0 U) 0 O H WW H L ) U 0 -z - w CO U p 0 z AM -23-4 1 a nc�rR,rr E I S Res '•ential Sewer Use Certifie, '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) Owner's Name ►b`t'1 �o�tZU�Ttn� �l�i R ► I'� 1 ' 1 /Z 11 ) (Last, First, Middle Initial) Property Tax I.D. Number C454 - 02-2 6 Subdivision Name ArD-A "- I40ilI Subdiv. # Lot # - 1 Block # Building Name (if applicable) /� Property : Street Address X? XX ��• I C,7H c �fiR fi City, State, Zip t_.1 k,w f �-�. �`�A Owner's Mailing Address 1 14- t1 i L�jA-,A i44-'L h>IL. -V 0 '5 a l bo e) diff erent from 1 AQ F I ,'y A 5 f)0'1 2 Owner's Phone Number ( 2-6 C ) 9 31 , - 7 2- 7 4 Property Contact Phone Number ( 'LO � ) ° �'3 I , -2..14 Party to be Billed 65ACi r . AS Aft>N tr (if different from owner) Party's Mailing Address C `'aA1�E /fig AF'y�l City or Sewer District vim-- VU 1: Date of Connection `T V;N b Side Sewer Permit # i )3D Demolition of pre existing building? ❑ Yes /No Type of building demolished? 0 Sewer disconnect date? Residential Customer Please check appropriate box: Equivalent (RCE) Single- family 1.0 Duplex (0.8 RCE per unit) 1.6 ❑ 3 -Plex (0.8 RCE per unit) 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 correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owne Representati s -�� Date 4 Print Name of Owner /Representative ( i•{- t �.L I (' K t 1' z. (z �� �- 2.Z.'7 1057 (Rev. 8/01) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer "Sa«�''� > . . �+ rt' v,.- 5�e•'it`i'.�fQC'Lr.'":'Y; Y�r.j �±t wt .�ura'9SJ� w. «�i t Mi La. •�?'� �L' U�:Yi��?�'xS�4 r t� z H ~ w JU 0 to o w= U W 9z w? � = W z F. H O w �5 U� co off WW LL O .. z w U= O z +� C/TY OF TUKWI A Community Development Department Permit Center ti►�! 6300 Smitlicenter Blvd., Suite 100 Tukwila, WA 981 B8 CERTIFICATE OF WATIER AVAILABILITY Required only if outside City of Tukwlis water district PERMIT NO.: and 1:tSN�i��W This oerliflcate Is for the purposes of: Residential Pudding P9rmlt ❑ Preliminary Plat ❑ Short Subdivision ❑ CommerclalAndustrial Building Permit ❑ Rezone (] ether Estimated number of service cannections and water meter size(s): Vehicular distance from nearest hydrant to the closest point of structure Is -_ _ft. Area Is served by (Water utility Di ricU: �. Sao �e �r Data 1, The proposed pro)ect is wlthln _l �L - tt.�'�` r k-% (city)county) 2.(j;-Fltfimprovements required. 3. The improvements required to upgrade the water system to bring it into compliance with tho utilitios' comprehensive pine or to meat the minimum flow roquirements of thn project before connection and to most the State cross connection control requirements: Permit Center /Building Division: 206431 -3670 Public Worics Department: 206.433 -0179 Planning Division: grey IV (use separbto sleet if more room is nredsd) �'-� -1 4. Based upon the improvements listed above, waver can be r - — will be evallatile cit the alto with a flow or 17 s " 9pm at 20 psi residual for a duration of 2 hours at a velocity of_ . to _ Fps as documented by the attached calculations. 5. Water availability: [Acceptable service can be provided to this project E] Areeptable service cannoi he provided to Ihis project unletul die improvements in ham B -2 Are met. E] System is not capable of providing service to this project I hereby certify that Vie above information is true and correct. 2 cS .� -�-t _ _ _��► _—�Z AgencyAjpne By Date tappllwUonslw4ter evgllablllty (7.2003) Printed: 9.16.03 Z i� H Z UO NO C0 W J H (0 LL WO U � =W Z r" WO �5 U� ON 0H WW �- O Z U= O Z ATTACHMENT TO CERTIFICATE OF WATER AVAn ABILITY KING COUNTY WATER DISTRICT NO. 125 Z z The following terms and conditions apply to the attached Certificate of Availability 0 o ( "Certificate'l. N a 1. This Certificate of Water Availability is valid only for the real property referenced W_ cn o berein for the sole purpose of sulniission to the City of'�G(tv,k�. City �. This Certificate is W 0 issued at the request of the City,. and is not assignable or transferable to any other party. Further, U no third person or party shall have any rights hereunder whether by agency or as a third party j beneficiary or otherwise. = a �w Z 2. The District makes no representations, express or implied, that the applicant will be able to obtain the necessary permits, approvals, and authorizations from the City or any other w o applicable land use jurisdiction or governmental agency necessary before applicant can utilize ? o t utility service which is the subject of this Certificate. 0 C0 o 3. As of the date of the issuance of this Certificate, the District has water available to = W provide utility service. to the -real property which is the subject of this Certificate, and the utility �- systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the z ui � applicant or the City, and the issuance of this Certificate may not be relied upon and does not �— constitute the District's guarantee that water utility service will be available to the real property z at the time the applicant may apply to the District for such service. 4. Application for and the possible provision. of District utility service to the real property which is the subject of this certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all federal, state, and District laws, ordinances, policies and regulations in effect at the time of such F. application for utility service, including conservation, water restrictions, and other policies and regulations then in effect. Applicai District 6 1 (, ( ___ - Look Up a Contractor, ElectELcian or Plumber License Detail Pagel of 2 _ Topic Index Contact Info Search Nome Safety r Claims Et Insurance Workplace Rights Trades & Licensing, Find a Law or Rule. Get a Form or Publication Look Up a Contractor, Electrician or Plumber General /Specialty Contractor A business registered as a construction contractor with I-Ed to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. ' License Information License GEMCOI *005MC Licensee Name GEM CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602033731 Verify Contractor Premium Status Ind. Ins. Account Id Business Type CORPORATION Address 1 21501 CONNELLS PRAIRIE RD E Address 2 City BUCKLEY County PIERCE State WA Zip 98321 Phone 2534474091 Status ACTIVE S pecialty 1 GENERAL Specialty 2 UNUSED Effective Date 7/3/2000 Expiration Date 5/10/2006 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name I Role Effective Date Z �Z �w QQ JU 00 0 W i` CO LL w �J U. Q �D z �—w f- Z0 W W U ON o E- w w, u- 0 .. Z w UN H= O Z https : // fortress .wa.gov /lni/bbip /detail.aspx ?License= GEMCOI *005MC 02/10/2005 N w� 10_ �.9��M�MiYw- •�Ay��1M. _�N�r���� r^..��•'4 .. .f«w- .yti.w..• k V .0. V01% U-ckla-- Fnx a I pwmk 110. waft vYn �kw +Dpaal is subJxt to eras and omil/oll�. ftpow Of uctlon A - Its dons eot aMielY� 1 the W of anY adoDOed amp or adiwbe. 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'V l r ' * ' , ' r ON OfTYOF TUKWILA 0 1 E!! • ? 1--- 3 �K4 46 fiv4Wmg MvA& B F*Nht,,,,f 6vdc PEFr.*CENrL=R NiIFEtE R%IWGGD 1<3 2 Sloey, or= Wrn.,S�J7s S1l+w tau. oR Q,E.'MZa,-F Q�s �+} 9JI�. �~ - --� +'�M'T-. -+ems ..- . ...�........... �......�a. -� ..�,,. :,� • ,� ,,,,..� ��� ' '^ -' - - :.��� '�. • w� - �•.+ Y� - �rr�+ .awl „+, • r _. r..... �. .c 5� •^+�rilraR-- S'^-- -_'+'� . -+R: ._ ..`•- ..���. - �., *w�' .�. .. � _ .,�t�,,.,M- „1�d�►.�- - „�+�� �t ti'�i......+w.- tw ♦ '�” -_� ,,,��y�r — •t•.:.�•��� ��►��"'�. . "'� \III'. Jt' l k 1 .1\141-1. B: '1 I III ' N ORTH 75 1 l:1: "l OF T'H1: S OUTH I IAI.I-' OF LOT( 18, BLOCK 2, ADAMS 110,N'I TRACTS, IF 1 TI IFREOF, Rl:('ORD1• :D IN V c >'I.l ►1\ l` 11 of PLATS, PAOF(S) 31, RECORDS ( )F KIN(; ('01 INTY, WASI I1NGTON; FXCEPT '''111: FAST -5 CONVEYFI) TO K1N6 t'Ol1N "!•1' I�OR ROAD PURPOSES UNDER RECORDING) NO. 472352; 'I I IF WFS"l' 36.00 NORTH 15.00 FI :F "1' OF LOT(S) 18, AND 1 LAST ERLY 20.00 FIBITT OF TI IF NORTI1 155.00 F FT OF LOT(S) 17, BLOCK 2, ADAMS 110MF: TRACT'S, ACCORDING TO T HE IN VOI,I ;ML' 11 OF ILATS, PAGL(S) 31, RECORD OF KFNG COUNTY, WASHIN6"1'ON. TI 11: SOU H 180.25 F F T OF TI I1: SOUTI I I IALF OF LOT(S) 18 AND TI IF NORTI I 10 FI:L•'T O1. LOT(S) 19, BLOCK 2. ADAMS HOME TRACTS, ACCORDING TO `I Ill: PLAT T11 REOF RL'CORDW IN VOI.I ►[ail: 1 1 O1. 1'I.ATS, PAG1:(S) 3 l , RLVORDS OF KING COLINTY, WASHINGTON; EXCEVI' THE EAST 10 FEET T1IEREOF CONVEYED TO KING COUNTY FOR ROAD LJNDLR RECORDING THOS. 472352 AND 5994800; AND L'XCE1 '1'I-IA 'I' PORTION DI :SCRIBI -'D UNDER 9705010641. PARC'IA, D: 1.01'(S) 17, BLOCK 2. ADAMS NOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 31, RECORDS OF KING ('OLINTY, WASHINGTON; EXCEPT "1'1113 EAST 29 FELT OF TI IE NORTII 155 14"E1" T'IIF.REOF. PARCEL E: 1'111: W'F.ST 36.00 FEFT OF "I I IE NORTH 15.00 F ET OF LOT(S) 18, AND Tilt' 1: :1S'1'1-'RLN' 29.00 FEF"T OF TT IE NORTI-1 155.00 FEET OF LOT(S) 17, BLOCK 2, ADAMS IIOME T'RAC'TS, ACCORDING TO TilE PLAT THEREOF RECORDED IN VOLl1MR 1 l OF PLA'T'S, PAGE-(S) 31, RECORDES OF KING COUNTY, . WASHINGTON. i VIC1NIiY MAP (NTS): 1 Ln r S 144TH ST 13CW SITES Q r z S 146TH STREET 1 ,`SALE 1"=30' } By C hkd Region oR14;� x L DRAWM Apprrd Po' r P le 0 Q) Q} I 4 i .I I hr,�e of V Ow� '(iFtS f otM t There were 2 test holes dug about 20 feet apart on each lot. The holes were 2 feet deep. The average percolation rate in test hole I on each lot was a rate of about 1 inch in 2 minutes. Test hole 2 on each lot drained rapidly until it reached about I inch above the top of the gravel in the bottom of the holes, and then would drain no further. The soil was a loamy sand in all the test holes. The impervious roof area of each house is 1643 square feet. This is below thresholds in King County Surface Manual for flow control. Based upon the above information, lots B,C, D and E are not acceptable for an infiltration facility, therefore, Splash blocks would be adequate for use on each lot. ---,� 01 0 18 105' \ LOT E 10' r ------- - - - - -- CONC t 397 ; ---- - - - - -- � \ DW t�18 "roof Single Fam overhang t Res 40'1 t i r o 13.5' i t 10' ' co Splash Blocks 0 Downspoutsi .--20 House Area Footprint - = 1643 sf o test hole 1 ... I ' ° test hole 2 1 1 1 1 Building Setback 1 VI► �, ; . Line _ Z0 004000 -0230 1 $ r oo wn e si e wa r \I 1 0 19 Building Setback Lin 155.75' 5 10,12.4 sf f ADAMS HOME TRACTS '---- -- - - ---� tA LOT B 20.51 Conc 1 10' r i Drive y 3 95.75' House Footprint Are St Res Fam - J I \ 1 11,271 sf I Splash B � ti � � t" Building locks �l D own Setback Line I 1 test holed 1 70.01 I 004000 -0 1004000 -0210 S pouts , I to LOT D m I I I 18 "roof�� 31' 13• I ' p I overhang `------ - -- --' test hole f2...20- 1 I I v tA 022 I - -- I Building Setback Line I i - I r - 13 310 sf g'I ---- i w - - - - - -- 5 155.75 o - i � p x 5' S Building Setback ne � C. W ;. 1 I LOT C House Footprint Area 142 . 1643 sf 0 ' I a c c... c• .c« c t1 h�. the P I , 1 o w 1 10' Splash Blocks 0 Down 3/ t� �, .. c I ��rar�; - ,. .�., r,,.. , ..c i . 18 " r 1 1 -- - - - - -- .i t�• C,, «n,+• 1 oof� 0 °o I I Spouts! I ('itr s.? . _aru�. A�._� . �c :c s;:� +cc *. Ave , . n T ., t - t rhang L_ �� 9 i `° .� t I 18- 20. Conc �+ or :;� r � R ; c �. , ; C.—Ions - t roofer' t �i�- . > 0 1 ; ® I o I overhan 1 i Dri ve �c�} •c c ? �r M ` , a` ��r c- : !,names. 1 he .�.,. > I - - --" o �, I ° .. o °0 004000 -0220 g i Sin le Fam 3 n- . nt a 7 ' r f �': c.a.. n� :, y g q r L`Z' r .. 1 r� •� , o� r'o o I i R .a .�....,� 1 I r« v CA 0 ti 1"'' m i e5 - O .�.. �S : ^:.S or .S • Ii. �. .. O I I 40' `' test holed 1 + s� :� n�c er this cL -- , li t �c � ca cc 9 :::e Kill re.,t.:� a res� :;:a. e: rev'sed -- — - �--- — -1 I i 31 ' 13. t I 'or su rings ru 0-6 % ! I - ---- - - - - -� tesP hole 12 .: e::t approval 9 +01 20.75' 20' j .. WIGS acct^:. —,- ..,,; ! ,, 1 ,� r 13 S�. � j _ 0 �.., .zs2ecL 55.75 4�.' �� -�to ig r :e r�lric v� u rk: u Y go 1 81, / yes ism -ar, IA I Fire H r 11 r 12" Storm Drain 1 Cl ' 1 SD S D — SD S �D SD SD S SD SD SD _ SD SD SD SD SD SD S S S S S S S • • ----- tt� r ---- J � S tir�l S w1 S �J � � S ,1 � t: S n v e n u e % : -- 3 O u t h 42nd Avenue South us LARRY E - STEWARD RE PHOKS 425 -392 -611 TAX #25- 392 -8111 EMAJI . - - ceH photne 425 - 7+65 -9982 24730 SS tOFOONT DWE ISSAQUAH. WASH 9002" 7 1 - =30' DRARUGE SEPTIC. UCdff STRUCTURAL NOW llt'WU1'TM Jlppro•ed By Sti-is" MATT GRIMM 1L - / «e. Fsy: Fire Hydrant—o" Traffic 0qi nal _ St reef o ► _i 3 0 S � WA SD —SD—SD—SD SD SD _ SD —SD—SD _ S _ 3 ' - ' - L� i ct..� S S S S, S S, S -�-- -S S S J S � QP ,, R or AL ��t 42nd Avenue South 3 --- r JA CORN ROW R(' W UTiLiTV WORK AND HOOK UP WILL BE UNDER SEPARATE PE FL%I 5 BY THE. un LiTV PROv7 DER& r0 — l `` 1 w f / � �. D R A I T A G E D E G IN* WTS a CA &S ALONG 42ND ATL S AND ALONG S 1" TH Sr LOTS 004000 -0210 004000 -aQ20. 00400D - AM 0040W-O= l GEM CONSTRUCTION 21501 COMiEMY PRAIRIE RD E. BUCKISY, WASH 98321 PHONE 206 — 931 - 72 74 PA" ! Or i 30/ • 4