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HomeMy WebLinkAboutPermit D04-276 - SINGH RESIDENCE - NEW HOUSESINGH RESIDENCE 4230 S 148 ST D04 -276 `~ W re 2 0 O 0. .1 N LL W • 00, u..a Via' =w Z� f-0. Z I- w uj U N O H W W 2 IL z. 0 z r11 0 X Steve Lancaster, Director Cit y 6. Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: cOukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 0040000802 Permit Number D04-276 Address: 4230 S 148 ST TUKW Issue Date: 09/08/2004 Suite No: Permit Expires On: 03/07/2005 Tenant: Name: SINGH RESIDENCE N Address: 4230 S 148 ST, TUKWILA WA End Time: Owner: Y Name: SINGH GARY Phone: Address: 1464146 AV S, TUKWILA WA N Contact Person: Name: GURDIP SINGH Phone: 206 244 -1900 Address: 4228 S 148 ST, TUKWILA WA End Time: Contractor: N Name: SIDHU HOMES INC Phone: 206 - 244 -1900 Address: 1464146 AV S, TUKWILA WA N Contractor License No: SIDHUHI980NO Expiration Date: 08 /30/2006 DESCRIPTION OF WORK: Y CONSTRUCTION OF A NEW 3130 SQ FT SINGLE FAMILY RESIDENCE WITH 580 SQ FT ATTACHED GARAGE AND 120 SQ FT UNCOVERED DECK. Street Use: PUBLIC WORKS ACTIVITIES INCLUDE: STORM DRAINAGE, TESC, AND LAND ALTERING. VAL -VUE SEWER DIST. & WATER DIST. 125. Non - Profit: N Value of Construction: $277,665.00 Fees Collected: $4,525.05 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: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 40 c.y. Fill 40 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non - Profit: N doc: IBC - Permit D04 -276 Printed: 09 -08 -2004 ... ...� t.• .: '�'t f.: ...ilk. ' ?.. ;i' r, .,� 4.l'a� :.1.. u.:(:t:.fy � >t „. Z = F- k- w W 0 UO N CO) LLI J � CO) LL w LL Q �d =w Z H F- O Z E- w U� O CO), OH wW LL Z L) O Z City 6.' Tukwila r� Na y Departmetit of Community Development to 6300 Southcenter Boulevard, Suite #100 N f�, Tukwila, Washington 98188 Phone: 206-431-3670 1908 Fax: 206 - 431 -3665 Web site: ci. tukwila. wa. us Water Main Extension: N Private: Water Meter: N * *continued on next page ** Steven M. Mullet, Mayor Steve Lancaster, Director Public: doc: IBC - Permit D04 -276 Printed: 09-08-200T — z w UO to w W =. J � N LL W O' U . N d �W S Z H O Z F–: 5' ,O N D H WW 1 u. O, 111 Z U N, O ~' Z City GA 'Tukwila r Steven M. Mullet, Mayor Departnieiit of Community Development 6300 Soutlicenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: ci.tulnvila.tiva.its Steve Lancaster, Director Permit Number: Issue Date: Permit Expires On: D04 -276 09/08/2004 03/07/2005 Permit Center Authorized Signature: ✓ Date : (' 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: Date: A Print Name: . 11 A. U T I K 1 P 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 -276 Printed: 09 -08 -2004 Z Z W qq JU UO (D o J = F— U) U. W O 9-1 LL Q D = d. �W Z rf- H - O Z f--. W UJ U� O CO . WW X U' LO W Z U =. 0 E-. Z City o f Tu raca Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Z Parcel No.: 0040000802 Permit Number D04-276 ;= w Address: 4230 S 148 ST TUKW Status: ISSUED Suite No: Applied Date: 08/02/2004 v Tenant: SINGH RESIDENCE Issue Date: 09/08/2004 v 0 C0 W J = 1: ** *BUILDING DEPARTMENT CONDITIONS * ** C LL w 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. Q �D 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center = d (206/431 - 3670). Z _ ' z �. 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to Z O start of any construction. These documents shall be maintained and made available until final inspection approval is w granted. v p O� 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall o bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site = w and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International W N Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. _ O 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any Z requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 11: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 12: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 13: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 14: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). doc: Conditions D04 -276 Printed: 09 -08 -2004 .�Q City of Tukwila 906 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department z of Labor and Industries (206/248- 6630). �w 16: 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 v presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila U o CO s hall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the w Building Official from requiring the correction of errors in the construction documents and other data. W r 17: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** C/) LL UJ 0 18: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and Q completion of work at least 24 hours in advance. c d 19: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be LU Z underground. 20: Any material spilled onto any street shall be cleaned up immediately. z�_ ww g 5 21: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation �❑ o co off -site or into existing drainage facilities. _ w w 22: The site shall have permanent erosion control measures in place as soon as possible after final grading has been — o completed and prior to the Final Inspection. Z 23: The Land Altering Permit Fee is based upon an estimated 40 cubic yards of cut and 40 cubic yards of MI. If the final w z ~ quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. z 24: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 25: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 26: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, with a minimum 1% slope for gravity discharge. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. * *continued on next page ** doc: Conditions D04 -276 Printed: 09 -08 -2004 �V%LA, ly -t1 k..� City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances I governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws r regulating construction or the performance of work. Signature: Date: Print Name: i doc: Conditions D04 -276 Printed: 09 -08 -2004 Z iH Z QQ J0: 00 N 0 CO CO) LL w O g �. L¢ cd = W Z �.. z 0. w D0 0 o� w w �U L O td z 0 z ����"�•ry CITY OF TUKWILA -•. Community Developmen..,epartment Public Works Department Permit Center 1905 f 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 i i / -�- lung l:0 Assessors L aX 1V 0.: C / V "'7 y vv �.- �- v — K . Site Address a 3 0 / 8 s 1 • Suite Number: Floor: ' Tenant Name: Property Owners Name: : GENERAL CONTRACTOR (Mechanlcai Contractor information on'back page) SIflHU 44oM tS ,.E^JC_. Mailing Address: L_A%!1_W So • W L'A . ` j'L, �c'' /GQ C.JCL" g2ga � City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: 0 a 1 b� * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance" Company Name �� HITEttoF :RECORD Alf p lans must be :wefstamped,by Architect of d Company Name: New Tenant: ❑ .... Yes ❑ ..No CA_ Mailing Address: 001 1 2 7 l c' — 7 0 4 r - �c j )— City State Zip Contact Person: y _' d b/ r Day Telephone: �b --` vl t (311/L_ E -Mail Address: ENGINEER OF :RECORD _All plans must be wet stamped by. Engineer of Record Fax Number: Company N Mailing Address: Contact Person: 4� - >�s-�S eCl— E -Mail Address: \permits plus\icc changes \permit application (7 -2004) S Page I City State Zip Day Telephone: 724CS 93 9 073 Fax Number: r :zia.l:: :.i,4W�'.LiEJ.u.« \ .:i%;�.�•:�i,�i:.fa'i_.LI.i t.:.i+w:i::wtss:.c..t�.G::^r , , iy.u''ya;�d,.y l 'r - c':LYJ.4:' Z ~w � �U UO (I)0 J = C0 LL w U. N� = a �w Z �-o Z�_ LLJ w U� ON O !_ wW HF - ..Z W U O Z B JILDI1vG P RMYT ZNIPORMATION,�- 206431 X670 Valuation of Project (contractor's bid price): $ &-,P Uvv v Scope of Work (please provide detailed information): Existin Building Valuation: $ �a -� I / 4 d Will there be new rack storage? ❑ ..Yes EX:. No If "yes", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: f� Lot Area (sq ft): L 00 S IP Floor area of principal dwelling: 2-2-gs ��tt' Floor area for accessory dwelling: ' *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard Compact: Handicap: Will there be a change in use? ❑ .... Yes ..No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: ❑.. Sprinklers []..Automatic Fire Alarm None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes KNo If "yes ", attach list of materials and storage locations on a separate 8 -112 x I I paper indicating quantities and Material Safety Data Sheets, 1pennits pluslicc changcalpe mit application (7.2004) Page 2 z Z �w QQ JU U UO CO LU J = H CO LL w U_ Q C0 = W 1— O z LU U� ON o�_ W W L O •z W U= O z Existing Interior Remodel Addition to . Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1` Floor.- 170r 2n Floor ` 2 3` Floor Floors thru Basement Accessory. Structure* Attached Garage g O Detached Garage Attached Carport'. Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: f� Lot Area (sq ft): L 00 S IP Floor area of principal dwelling: 2-2-gs ��tt' Floor area for accessory dwelling: ' *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard Compact: Handicap: Will there be a change in use? ❑ .... Yes ..No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: ❑.. Sprinklers []..Automatic Fire Alarm None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes KNo If "yes ", attach list of materials and storage locations on a separate 8 -112 x I I paper indicating quantities and Material Safety Data Sheets, 1pennits pluslicc changcalpe mit application (7.2004) Page 2 z Z �w QQ JU U UO CO LU J = H CO LL w U_ Q C0 = W 1— O z LU U� ON o�_ W W L O •z W U= O z it t Vrr.F�iV �� VRti1►7 i �itlrlll A s 1� Scope of Work (please provide detailed SF & ode u Call before you Dig: 1- 800 -424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. ukwila Water District # 125 ❑ .. Highline ❑ ...Renton Water Availability Provided Sewer District ❑ ...Tukwila elvalvue [I .. Renton El ... 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 A lication mark boxes which apply): ..Civil Plans (Maximum Paper Size — 22" x 34 ") ky O¢ 04- ❑ ...Technical Information Report (Storm Drainage) Ge tFFinical 'Report ❑ ...Traffic Impact Analysis ❑ ... Bond ❑ .. Insurance El.. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Proposed Activities (mark boxes that a El—Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours El—Right-of-way Use - No Disturbance ❑ ,. Right -of -way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way Total Cut ¢7 cubic yards ❑ ork in Flood Zone ...Total Fill cubic yards Storm Drainage L ^ ❑...Sanitary Side Sewer El.. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities El.. Curb Cut ❑ .. Channelization [:]...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ „ Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " ❑ ...Permanent Water Meter Size... WO# ❑ ... Temporary Water Meter Size.. WO# ❑ ... Water Only Meter Size............ /*ate ❑ ...Deduct Water Meter Size ........ " ❑...Sewer Main Extension ............Public ❑ ... Water Main Extension ............. Public FINANCE INFORMATION Fire Line Size at Property Number of Public Fire Hydrant(s) ❑ ..- Water El ... Sew❑ ... Sewage Treatment Monthly Service Billing to: :MATION. 206-433"01 9 , nation): p.✓ ?�-, ye�� %� Caryl 4 Ire s ri Day Telephone: Mailing City State Zip Name: Mailing Day Telephone: City State Zip \permits plus \lcc changes \permit application (7 -2004) Page 3 Z 1 Z �W QQ� JU U to 0 co W J � CO LL WO 95 u- a =w H Z F. 1— O Z 1— W W U� a I•- WW H� �- O -Z W U= O f-- Z CHANICAL PE tMIT INFORM. 'FION = 206 +431 -3670 { i , MECHANICAL Company Name: DR INFORMATION a Pp Atuk Mailing Address: t) P(, 60 City State Zip Contact Person: t Day Telephone: Zc(v 24S - 7 quo E -Mail Address: Fax Number: •z_o (v -1 qt) -- 79 0S Contractor Registration Number: 6 rz 6 n) N H A 9 7 l r2 9 Expiration Date: t 1 0 t 1 0 * *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): $ 1 VC Scope of Work (please provide detailed information): ns-h0t 1 c ., �; - c—AC –L e %,J %- Qty 1 1 11A CAM T 4 ?� war , N t'w P� A k.5 ti D� P i S f 0 1�� 44 t i te4, t.a sA/ W — Air Handling Unit >I0,000 ►..t•' • .. ...'.0 Use: Residential: New .... ReplacA" ..... �► . Commercial: New .... ❑ Replacement..... ❑ y Fuel Type Electric ..... ❑ Gas.... Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler/Compressor: Q Furnace <100K BTU Air Handling Unit >I0,000 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 Therrtiostat 15 -30 HP /1,000,000 BTU to Single Duct Suspended /Wall/Floor Ventilation System Wood /Gas Stove 30 -50 HP11,750,000 BTU Mounted Heater Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,00 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator - Comm/Ind Other Mechanical <10,000 CFM Equipment PERMIT APPLICATION;NOTES Appl><cable to'all perm><ts; in th><s a lrcaton Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: 7_1 Z` ✓ o Print Name: �� S , ° ��y Day Telephone: 1 u 6 `� `� " 7 r1 Mailing Address: 4 b b l S. (��f �- , "�a K wl �n (,t. Al ') d I b8_ City State Zip Date Application Accepted: Date Application Expires: Staff Initials: -.f \pennits plus \icc changes\pennit application (7 -2004) Page 4 - _�;�n„w •^zr� �. tu» a, r+;,✓ r�t� ..yywpf4Pitn"i fi.�k6??��tG , n. :irl.bs:LV ,. ^ s . * mtw'.:.. . ..,"'h�2K'.7.4::�. �- 1:4`JCL"a� _ ,w ...i.....�... w + �+-..-- r.+- �.. +- 4- +i+• .a.:�i- .:...w:� =.a.. I I. Z ~ W !x � �U 00 N CO LLJ W = H LL WO � LL Q N� = �W Z H H O Z H �5 U O� 0 1.- WW H LL — 0 -. Z W — F O Z City of Tukwila 6300 Southcenter BI-, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Total: 2,583.30 V doc Receipt ;r7 i "; t19 /t,`y Printed: 09 -08 -2004 z RECEIPT W. Parcel No.: 0040000802 Permit Number D04 -276 0 Address: 4230 S 148 ST TUKW Status: APPROVED N 0 Suite No: Applied Date: 08/02/2004 w = Applicant: SINGH RESIDENCE Issue Date: N WO R �Ei Ei Receipt No.: R04 -01199 Payment Amount: 2 U- Q. i c a CY Initials: SKS Payment Date: 09/08/2004 04:00 PM W User ID: 1165 Balance: $0.00 z _ 1 wW �5 Payee: SIDHU HOMES, INC v co , O —. W _ TRANSACTION LIST: F=. U. Type Method Description Amount - - - - -- -- - - - - -- --------------------------- - - - - -- Payment Check 1273 2,583.30 Uj U H � O z ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- BUILDING - RES ---------- - - - - -- 000/322.100 ------ - - - - -- 2,467.30 PW LAND ALT PERMIT FEE 000/342.400 23.50 PW PERMIT /INSPECTION FEE 000/342.400 88.00 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 2,583.30 V doc Receipt ;r7 i "; t19 /t,`y Printed: 09 -08 -2004 ,. City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: Address: t Suite No: Applicant: Receipt No.: R04 -01005 Initials: SKS User ID: 1165 Payment Amount: 1 Payment Date: 08/02/2004 04:06 PM Balance: $2,583.30 Payee: SIDHU HOMES, INC. TRANSACTION LIST: Type Method Description Amount - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 1257 1,941.75 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 1,603.75 PW BASE APPLICATION FEE 000/322.100 250.00 PW PLAN REVIEW 000/345.830 88.00 Total: 1,941.75 kq4 347 0 13 /04 97 16 TOTAL 4265.96 doc: Receipt Printed: 08 -02 -2004 0040000802 SINGH RESIDENCE - LOT #1 Permit Number: Status: Applied Date: Issue Date: D04 -276 PENDING 08/02/2004 z JU UO 0 wi J 52 w w 9 - LL ¢ �d F _ w z �.. �O z�_ W �5 U� O � 0 F- W UJ F- L O LLI z U N I`- _ O z INSPECTION RECORD Retain a copy with permit .LJ(J�- �✓' INSPECTION NO. P CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P sect: \ Type of Inspecti R •, f A r ss: � � , �� sy Date Called: 4 Y 2 o 6-" Specia structions: Date Wanted: i Ca,pi g /" f � Q,r p.m. Requester: P s o'-'C ` -� y -- A pproved per applicable codes. El Corrections required prior to approval. Receipt No.: Date: I Z ;f Z � W UO N 0 w� � WO g ILLQ CO) = W H Z F.. 1— O Z H LLJ W U� O N o� w �O w Z co O Z L 1 paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD G Retain a copy with permit D ` C INSPECTION NO. PER T O r CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr }ect: Tyke of Inspection: A d ss: Date C lele : Sp cial Instructions: f 6( V7 ` Date Wanted: p.m. Requester: I . Pho NQ: r ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 9 Z UO CO C0 11i J I N W WO UQ C0 �W Z t— E- O W ~ W U� O N. 0 H W S tt. O .• Z W U= O Z Inspecto : �n Al I L � Date: �- Q.� } , INSPECTION RECORD Retain a copy with permit INSPECTION NO. N A C ITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ;`r— (206)431 -3670 P 7 11791YI1 ect: � � Type f Inspec ' / 12J 1 AM I /� Z14 Receipt No.: Date: u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectic z �Z �W QQ �. JU UO NO J = N LL WO 9-1 LL co d = W H ? f- F— O W ~ W U� co OH W H �O •z w v= o~ z , Approved per applicable codes. Corrections required prior to approval. � Date Called: 1, 4& )0 Sp ial Instructions: Date Wanted: (�.M- Requester: Phone N ✓ DD Receipt No.: Date: u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectic z �Z �W QQ �. JU UO NO J = N LL WO 9-1 LL co d = W H ? f- F— O W ~ W U� co OH W H �O •z w v= o~ z , Approved per applicable codes. Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit i INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION -,y j 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (0 )431 -3670 Pr t: - ) V?a), Type of Insp ct'on: , Addre s: __ Date ailed: � O � Special Instructions: L OCO (� � Date Wanted: c�� a. P.M. Requester: Phora,� Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4—N P6A f 0M OA 1 ` t rJ� ` c Y• �. , tip f n , J - Q U yk Inspector: � � /\A' S Date: L () Receipt No.: Date: M $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z - Z It W Q � Q C JU 00 CO 0 w= J � N LL wO �a-i u_ Q v = W Z F. N O W I— �p U ON O I_- W W H �. ILL O . Z W U U) O Z INSPECTION RECORD Retain a copy with permit INSPECTI ON N0. L � J � RJ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ' 31 -3670 P ct: , Type f Inspection:, ; rasa Date Called: L' 0� Special Instructions: Date wanted: I j ! ri,/ a, 1 p.m. Requester: Phone No: D - blob O Approved per applicable codes. Corrections required prior to approval. COMMENTS: See �- r , , hr4vJ . r S � �-p- Inspector: Date: Lj ^' \ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z Z � W J U UO C O 0 W f-. 0 W WO U. CO a Z W H l-- O W ~ W U� O� o� w UO tip Z co O ~. Z y �? 142 . . INSPECTION RECORD Retain a copy with permit INSPECTION NO. P RMIT NO. CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 6)4 '1 -3670 10 T� Approved per applicable codes. Corrections required prior to approval. Pro tt , Type of Inspec is :�. n D Ad r s : � � Date Called: Special Instructions: Date Wanted: a.m. Requester . Ph N COMMENTS: l Ala r' 0� eoUE&s s � 9 Ll� A- / ..'t�v r $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z �Z �W U w= cLL o WO LLQ rn :3 7 0 �W Z I-- E- O W �5 U� ON o1-- WW IU W Z to O Z f STEcTJO RECORD � <3 Retain a copy with permit INSPECTION NO. PEM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspecti Address: Date Called: Special Instructions: Date Wante . a. m. Requester: Phone No: Fl Approved per applicable codes. El Corrections required prior to approval. COMMENTS: r � �tav Inspect 1' Date: $58.00 REINSPECT ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.; Date: Z = Z UQ w= J N U 0 U . to = �W Z H H O W LLJ U� O� 0 1.- WW H� U- 0 ttl Z co O Z INSPECTION RECORD °'- Retain a copy with permit t °R INSPECTION NO. PE MJT NO. S CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro' t: Type of In pectio� ` Ad re ss: S o Da a Called: P // , r Special Instructions: Date Wanted: a m. QS p.m. Requester: P one No: Dot t)o IS Approved per. codes. Corrections required prior to approval. COMMENTS: Inspector: Date: � V $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.. Date: z �Z '~ W UO to 0 W= J N LL WO U . Nd = W H z �. F- O z H LLI W U� ON 01-- W W HC W Z L11 U= O z INSPECTION RECORD Retain a copy with permit CAL INSPECTION NO. P I N J 1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ' ct• Type of Inspection: i I � � y luate: �„ �I ` 0 �� I $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: a Z '~ W JU UO Cl) co J = N LL WO u_ a Nd = W I-- _ Z F. H O W ~ W UO C) O H W H- tL O .. Z W U= O F. Z t p ICX�CX Address: Date Called: Speci I Instructions: Date Wanted: r1 a-M7 ' J .m. Requester: P one No:- - goo I � � y luate: �„ �I ` 0 �� I $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: a Z '~ W JU UO Cl) co J = N LL WO u_ a Nd = W I-- _ Z F. H O W ~ W UO C) O H W H- tL O .. Z W U= O F. Z INSPECTION RECORD Retain a copy with permit f ° 7 INSPECTION NO. PE I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20.6)431 -3670 Pr 7' t: A Type of 1 pection: ` Add ss: It Date Called: Special Instructions: Date Wanted: 1 3 I Requester: M oo: Receipt No.: Date: Z � W QQ� JU UO W= N W WO LQ co) d. = W F- ? _ F- ' F- O W � W U� O Cl) 0H W H LL Z co Lll P _ O Z $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE T N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 Project: S " Type of Inspection: I Ur h t Address: S p I s Date Called: Special Instructions: Date Wanted: a. m. p.m. Requester: Phone No: pproved per applicable codes. Corrections required prior to approval. a C inspector ) & �� n ate: 1 -0-g - $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 W �QQ � JU 0 C LL WO 9 - LL j N �W z H WO W U� O� �H W W Ir LL W U= 0 z i t INSPECTION RECORD ' t� Retain a cop with permit j INSPECTION No. PE i o. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: S 1 Type of Ins ection: Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: QT Y CCA CAA C0 �! nspector� � Date: $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: f: .:t•. "�'�a`? ,'.'^•' ✓�tr7s; •�,��� T�� "�a�f ".;'� Y. � l �t ��• !4f`�, d'.l�s e.. ti,.,.- •.s�� „7,xt. 'i Y .. CLhti - ��� .M�. i`Y,'�.� � 2.' rl c�; �',wr� ... ".�:`p.� ; Ho-• Z I�-: LU JU cU 0 N U) TLL w O 4 a- LL N d = W H Z 11- Z�- W W U� O N CJ Ww H H: LL Z LLI CO) Z INSPECTION RECORD 1 Retain a copy with permit S INSPECTION NO. PE MI NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (06 431 -3670 P "pct: Ty f Inspection:,- I Approved per applicable codes. Corrections required prior to approval. COMMENTS: yr Address: D Date Called: Q Speci Instructions: Date Wanted: ni. Requester: ` Phme 0 te 14 00 Approved per applicable codes. Corrections required prior to approval. COMMENTS: I A I , at` , .. I t - ',4 U r 7G 1 ;_ Pr f 11 ,1 Inspector: 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: s Z I ' Z IX � UO to 0 J = N W WO U. C0 =d �W Z =. H I- O W ~ W U� ON o�- W S I— C.). -O 111 Z CO) U— b H Z Pr eSt: ` CI A C' 1 Type of Inspection: . Ca ( t3 Al res Date Called. c)s Special Instructions: Date Wanted: 1 ) �4 .rn. P.M. Requester: P eN 0 �) � COMMENTS: CI A C' 1 P i I\ C. (A- O\ i` h Ca r Z Z' W Q � Q � JU UO cf) 0 Ill = F^ CO) LL W O Ua Ca = W Z �.. F- O W ~ W UC) ON 01-- WW �6O W Z O Z INSPECTION RECORD Retain a copy with permit�� - � 7 INSPECTION N0. PER N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 20) 1 -3670 Project: Type of ion: I Address: L^ S Date Called: Special Instructions: Date Wanted: _ a.m. P .M. Requester: Phone No: R Approved per applicable codes. Corrections required prior to approval. COMMENTS: I. ' r e � i h ih . v ; I " " Inspector: < iv, Date: I 0S $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: ai7L��� -- .,i W� ° r� .y€',''�': €1: � "`` I'..�i .j ^ "'� z.. 9 �__ �lw� :�.' »_:.1�•1,',J'- �`.S ;.f.�y,, Z ~ W UO N a JF- S2 LL WO 9Q C0 = F- W Z H 1--0 Z H W �5 U� O N o�- WW H �. L O W Z U= O Z I INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 1, -3670 Project: { S 1 to t^ Type of Inspection: vlu`� 1�M Address: '-tXs o s . l ►-1 s1- Date Called Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. Inspector: r Date: �Tv 7.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspecth Receipt No.: Date: Z �Z �W JU cU 0 0 C0 �U WO LL = a �W Z �O Z H W W U� O N. 0 f- W 3:5 W Z lli U N P _ O Z f.. s ..Q INSPECTION RECORD Retain a copy with permit b INSPECTION NO. PER O CITY OF TUKWILA BUILDING DIVISION t 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 f {, a: 4b' ;r .s a. Project Type of Inspection Address: Date Called: Corrections required prior to approval. a Approved per applicable codes. r i ii r i ' 3: ;r YVA V. d c L6 (i V C 0 'r ec-4 Inspecto Date: 47.00 REINSPECTION FEE REQUIRED. Prior to insp ection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ;a W„+n, �,a.' .,.. l a S L>+ S Special Instructions: Date Wanted: 1 /, a.m. P.M. COMMENTS: &�,rl LAM ,LAM are } Requester: Phone No: COMMENTS: &�,rl LAM ,LAM are } rl 0 Z '~ W UO UU J = W 0 N d =w ' Z� �o W ~ � p U OS2 O i'— WW W Z U= z Proj t: Q /LX - Type of I pection: Wf' Add re ss: F q Z 30- 5'- 14A 7 . S' Date CaD < <� 05 Special Instructions: Date Wanted: l a.r� 1/ 1,5_ p.m. 1 G . ` y. 1 W o Requester _..._: Phone.Ko. �.� - 5 a _.. COMMENTS: h Uo� Wf' v�7 Le I te -3.) 7�7 1P G 1 G . ` y. 1 W o Q too 4YVA v S S n �a oA .ham V Y\A e v �-e Ski -P rA 1 e Z Z /y W C ^ ! UO CO) W =. H N O W }} �J L¢ co) d �W Z I— O W H W U� ON OH W U . Z . w U= O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Proiect Type of In ',>. I!pection - 5 1 VLa C c C'-) Lq 11c Addiss: 'A Date Called: / I Z ��6 -S 14941111 / P 0/ 0/ 4 Special Instructions: Date Wanted: /'�a.rn Requester: r Phone No 19oo X65 inspector Date: 2 �) $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must k paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectic Receipt No.: Z Z �U 00 Cl) 0 (1) Ills LU T- F- LL 0 U. C a . 0 W �- LU W C.) C0 0—. O H W W x C.) F- F- !!=O. Cd z W 0 Z : X65 inspector Date: 2 �) $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must k paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectic Receipt No.: Z Z �U 00 Cl) 0 (1) Ills LU T- F- LL 0 U. C a . 0 W �- LU W C.) C0 0—. O H W W x C.) F- F- !!=O. Cd z W 0 Z ,' 4�5 INSPECTION RECORD t)4 Retain a copy with permit INSPECTION NO. PERMIT NO. r CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 R ct: - 1 AIA PA P W Type of In`pectio i A Ad` re 030 � D to Called: � h /( l•� ci Speci I Instructions: I 1 Date Wanted: D 00 P.M. Requester: r one,No . ; 0 qDD Approved per applicable codes. u Corrections required prior to approval. COMMENTS: Inspector: C/ Date: 42 L $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee m st be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 7 Z ~ W JU 00 CO) =. C0 L w 9-j C0 d = W H = F- O W ~ W U� ON 0H W �O W Z U= O ~, Z INSPECTION RECORD f� Retain a copy with permit , INSPE ION NO. PERMIT NO. j r CITY OF TUKWILA BUILDING DIVISION' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 is f> {; �Zo %VL, wo- i# i z u Approved per applicable codes. Corrections required prior to approval. COMMENTS: r >d 11 . .7 Inspector: $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: c� ;4 �i }r fi ;.S: ;• .'��`"2�• -;,�.. of :�' "i�" l :k;v.l.^.i..;t Slik<a:'n`�.e, J,;;r• =n:;Lx; ' �o. .fF�:::;" .,y_,b:�� :._fi�..t 't- Yr:r,�- +. Proj Type of Inspection: Addre s: O l Date Called: h Specia In ructions: Date Wanted: M. Z �W aa JU U0 CO) W0 �Q � d = W H = Z F' I-- O W � W U� = U H� U- O W Z U =. z x ` J V J V S� Q ' Requester: P ,one No: �' 1 lam✓ fl ` `�1 � O W Z U =. z INSPECTION RECORD is Retain a copy with permit INSPECTION NO. PERMIT NO.' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (f26) Pr Tyr of ins 1ectlon; act- Date Called./ I Ad TT�\ SpeciAl Instructions: Date Wanted: I ) a p.m. Requester: f ( Irl 4 e No: U I Receipt No.: D ate: Z UJI �U 00 Co a CO W III M J F- S2 LL WO 2 � 9 —j U. Nom CY F- W 3: ZF 0 W �— UJI LU 5 C0 0 Q1-- W W 3: F- LL 0 z co 0 Z L--j paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Pr t: ag"> d A Type of Inspection: A170,01A eMdIf i Address. ,Sa. Date Called: D 10 Special Instr ctions: Date Wanted: ' Requester: M e ,�N o: U C n Z W 1U UO ND C0 W J = !- CO) U. W O J LL Q �D F- W z • F- o Z !— �5 U ON �H W W. F=- H L O Z CO) o � Z 4 INSPECTION RECORD' Retain a copy with permit IL A S INSPECTION NO. PERM e CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 r (Z 6)" 1 -3670 n Project' Type f Insp tion: Address: Date Called: I ON J Special Instructions: s �a2di Date Wanted: Requester: JbO Ph ne. \ —.1 1 1 E] Approved per applicable codes. El Corrections required prior to approval. i Receipt No.: a Date: s' i Z ;H W JU UO W= H CO O W� LQ N = �W Z I— O W F- W U� ON OH WW H llJ Z U- O F ` Z U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTrON NO. PE IT � 'M CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 31-3670 Projec�/, Type of I pection: nx 0 Addre So q Date CalFed: S pecial - Instruttions: I Date Wanted: Requester: C-7 I I ✓V\ P ho e NO' Approved per applicable codes. Cbrrections required prior to approval. EM Inspector: Date: IL $47.00 RVNSPECTION FIE EQUIR rn ED. Prior to inspection, fee us bb paid at 6300 Southcenter BIV!, Suite 100. Call to schedule reinspection. I Receipt No.: I Date: I I . Z Z LU JU U 0 Cj) 0 CO) LLJ CO) LL W U a N UJ 0 z F - LU 5 C.) CO) 0— 0 H W W X C. ) C z d C0 0— X Z ? INSPECTION RECOR 5 PLERIT Retain a copy with permit INSPECTION N0. --7' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 r 1ect: C:k Type f- �nspec ibn: .. Ad ess: S� & r Date alled: U v\ Ics ructions: JAI Date Wanted* 14 1 a. p.m. Requester: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 y� � V vY�; 1` U v\ Si �P A C t ltr�j `. Ir\\-Vkr '�v� 1t ('G ✓Ct Inspecto : � Date: /�` ArAk $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 �Z W UO O W= CO L WO 9-1 LL (a = W H Z I—. H O W F-. W �p U co WW H 111 Z 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: Type of I ti Address: q�3� 512 Date Called: Special Instructions: Date Wanted: -...0 Requester: Phone No: paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: lDate: Z Z LLJ J 00 (On C0 Ill LU -J C0 LL W U. CJ) W z 1`— 0 z �- LU W 5 cf) 0— .0 F-- WW H (. 5 LL z Cl) O F- z INSPECTION RECORD 70 Retain a copy with permit - 9 INSPECTION O. PERMIT NO. CITY, OF TUKWILA BUILDING DIVISION 6300 So Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pr f" w(e Tyne of Inspectio F� tA4,q 7J/ "-N't /Is Addr t: o s 1Speclhl Date Called! Instructions: / fns " Date Wanted (LMI . jo j j �loq p.m. Re quester: aA4 P e gy — jq0 o Approved per applicable codes. Corrections required prior to approval. Inspector Date: L e V F $47.00EEISPECTION FE EQUIRED. Prior to inspection, fee m4t be 0 paid at 0 Southcenter Bid., Suite 100. Call to schedule reinspection. Receipt No.: 4. r t,2 Z 00 U) U) W co U. W 0 2� Ei Cf) W 0 z �— W UJ 5 C) to .0 a H W W T- L), Ir- LL LLI Z X: Z i r INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM S CITY OF TUKWILA BUILDING DIVISION ` 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj AC Type nspecti n: Ad �• � � ,.*(/ I A Date ailed: I I & Spe ial Instructions: `' Date Wanted: O m a Requester: ff L( m Approved per applicable codes. 1 Corrections required prior to approval. COMMENTS: QIr , I A c, a4itrove ✓' -c' C nspector: D L 1 L E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. teceipt No.: Date: Z Z W . U UO CO J = CO U- W O. 9� U. co C = o W H WO W UO O -, o �-- WW H � LL Z L11 N H H O Z i INSPECTION RECORD { DO4- Z7� Retain a copy with permit v INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Project: 5 j h h ReS7 , Type of Inspection: R nal Address: II//�� ''''/ ©� Ty g6-3o 5 �1 Date Called: //+�) ) 4 - 5 - 0 5 Special Instructions: Date Wanted: /� a. 4-- 6 - 05 p.m. Requester: Gary si nah Phone No: Z06 -2,4 _ 1` G U (�' d5 Inspector: Date: r Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z = I— '~ W JU UO CO Q co UJI J = cU. o WO 9Q co �W Z 1-- W W U� S� WW H� ui z U= Z •k': . «i ».J..Js.J'J�l;; ` 'S..ri'trL .�i.• .. .. .... ... • . . . ... ... ... .. .. ....... ,,.. ...• .. .. .. .. 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: dine k (i°51 dell ( e Type of Inspection: !S t Address:v 6. /Y/ - � -& Date Called: 1 a - 7 Special Instructions: SS ) /:,I C /ns 'C'L s ) // t 0 - 17 1 0L I. - —' yl 6 1 , tl Y4 oiaW 1.26/0veltw Date Wanted: a.m. a GC p.m. Requester: V� . Sli Phone No: V � / � aY 1 ~ �� Approved per applicable codes. Corrections required prior to approval. II h SD C � 11 Receipt No.: Date. Inspector: 45 � V Date: 2 v $47.00 REINSPECTION FEE REQUIRED. Prior to inspe tion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Q Z Q 2 I' +~ W JU UO UU co W J H CO U- W O LL a: co d =W Z f.. F- O Z H �5 U� O .0 H W H LL O Lll Z ' co U— O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PEF MIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj - t; I Typ f nsp�e : 1� Ad drew. U Date Called: b U Spec al Instructions: Date Wanted: p.m. Requester: I C7 9AI(A_ Phone N! ^) Approved per applicable codes. El Corrections required prior to approval. i Inspector: Date: q i Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z Q UO y o W = C0 U . W O LL � = W ? :c ZO W w U ON 17 F_ WW H LL .. Z U N 81 z 1� Z Q UO y o W = C0 U . W O LL � = W ? :c ZO W w U ON 17 F_ WW H LL .. Z U N 81 z a i i I i 1)1?NNI V ENGINEERING, INC. 38809 191 st Ave. 5F Auburn, Washington 98092 Phone & Fax (253) 939.1373 Pnoir:CT L,oelD C l-ILCU6 arta1\l5 l a, GC/A R y A Q�n FOR 6ttrc►I .5Zp7 FILE COPY REVIEWED FOR CODE 'COMPLIANCE APPROVED SEP 0 6 2004 , 1 City Of Tukwila BUILDING DIVISION rte+ RECEIVED 07Y OF TI IKWI1 A AUG 2 0 2004 PERMIT CENTER 9788 WMES INCOMPLETE LTR# ___j____, z H J— z D JU U o co w =. J � cl) U_ w U _ =w z z °_ U� o w H �. U. O. W z C.) �` O z DENNEY ENGINEERING, INC. v ^7 "r 38309 191 sf Ave. SE J�:�t•i� L,D Auburn, Wushingfon 98092 Phone & Fox (253)939 -1373 Tul �cu lam Roof loans DL - p $ P �. 00 Ps f 2.50 has �. 5r0 p S DL l 7.40 s L Z., 25.00 �s r �L LL. 42.00 Ro o fi ry 9 Cbn c.re 6! U u sse s 0 r 177s6tk7 7 ' WEsc PAG r S. /48 z 4 zZ JU C o . N D w =- J T LL wo 9� LL < �d =w Z� ►- o. w F-, �o U o � w LL o. ui Z L UN r Z DENNEY ENGINEERING, INC. DATE / - ��V/ �,nl r70/ PAGE � 515 38809 191 st Ave. SE Auburn, Washington 98092 Lod 2 4-2, S. 48 s�. Phone & Fax (253)939 -1373 TGCA IR" WA Bea t7lS- 1f7 rs /Ylk. B Pescr: m o ye'r g(3 ra gg C'9,oei%ver(s) L e {e R�. Est, Bm, llJt 2 0 f L/n i Aorm : Raer" 5' _ %riay�9ular 70 l�n� or m' 17 6 0107 LL ALL = Tea r a A LL 25 e ..5le- c �`� on ,518 x 13l G-L 2Z F - V4 z � W D. UO. 0 w= J F.. CO) LL W O 90 LL Q �d =w O z f- �p 0 F- =U LL o. ui z U= O z Job Name: SINGH RESIDENCE Beam Mrk: B1 5.125 x 13.5 4.988 kips 4.988 kips <------------ - - - - >; Span(ft)= 17.5 Both ends pinned SUMMARY OF BEAM LOADS --------------- - - - - -- UNIFORM LOAD OVER FULL SPAN: Dead Load = 157 psf Live Load = 413 psf OC Spacng = 1 ft ------------------------------ GLU -LAM BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 240 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft) : Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92. 10. Allowed overstress:(%) /100= .03 11. Exact Beam WIDTH (in): b = 5.125 BEAM SIZE : 5.125 x 13.5 Bending stress: +M f b = 1682 psi for +M = 21.82 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress:. fv = 97 psi for V = 4.49 kips Dead Load Deflection = .175 in Live Load Deflection = .461 in = L/ 455 D +L Load Deflection = .636 in = L/ 330 Allowable bending stress: for +M: F'b = 2368 psi for -M: F'b = 2368 psi z i} Z �U UO CO) a ' C0 LLJ J � N LL. w O L¢ � C =w Z �- z Off. 25 a O Oct), OH w w I L —O ui z U= O Z DENNEY ENGINEERING, INC, DAI - 171 V1710V 38809 191 st Ave. SE 1 "77� L Auburn, Washington 98092 Z -Q& 2 Phone & Fax (253)939 -1373 7 /< i /c7, l/1J, ev Anol, 5, /484 PAGE is .dean9s117 ale rs Oescr: 6 e-c2 m ear inc/ 1,) 1, ) 80m ,51 2 � 5 1 o al - ? 20 C'ahti/ever(s) Le{e �' e Sm, &)e 25 A� Lln i Form : �o�� S. 7 � � door l ' C�JBI/ 8' r� - .;; C.j?, 4e�). Aorm (2; - 7 5) f 46 - 230 #� 771, nya lcq r CU LUL = A LL Po /� t Loa els i / P C� -� i P PDT __ PL I- A?�t ehd PDc. x 13 %2 G L 2 fir- z ; L z �w D UO N 0 wi J X DU- w� La cl' a =w Wo 25 U� O N of w LL O' z UN O z Job Name: SINGH RESIDENCE Beam Mrk: B2 6.75 x 13.5 8.34 kips 5.54 kips : <----------- - - - - - Span(ft)= 20 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 264 psf Live Load = 230 psf OC Spacng = 1 ft CONCENTRATED LOADS: LOAD NO. P -DL(k) P -LL(k) X(ft) P - 1 1.1 GLU -LAM BEAM - DESIGN CRITERIA 2.9 3 BEAM SIZE : 6.75 x 13.5 1. Allowable Fb = 2400 2. Allowable Shear, psi: Fv = 240 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:(%) /100= .03 11. Exact Beam WIDTH (in): b = 6.75 Bending stress: +M f b = 1817 psi for +M = 31.05 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 129 psi for V = 7.85 kips Dead Load Deflection = .437 in Live Load Deflection = .479 in = L/ 501 D +L Load Deflection = .916 in = L/ 262 Allowable bending stress: for +M: F'b = 2368 psi for -M: F'b = 2368 psi z H '~ w � 2 D 0 U (/) W= J H CO) LL: W O U. ¢ F - w z �. F- O z H- W W U� O � 1H W W F-� O` w z UN H O F . z DENNEY ENGINEERING, INC, 33809 191 st Ave. SE Auburn, Washington 98092 Phone & Fax (253)939 -1373 �TI.0 < [.11 i /c7, w S/ —,;, lWk. �3t3 �escr. boor Wco ac �� 1 C� ff clo or &./I lea'. 6' Left �i /6 • ��c�1'v� :. �YI 1 Aol`I 7� ; Rde1 / _ 4L = / -- w 5 j ) - - ( 3� a LZ LL Fblh z ' GOc ohs P C� 1 pG n C/ �bL GL — J p . . z3eea Yn/l--(e��0 1 e r S��eco z Z oc 2 U O N° co w J = F— �LL w O. 9 LL �a. = w z t- E- O w ~ w v ° O -. o� W U- iii N U -- z Job Name: SINGH RESIDENCE Beam Mrk: B3 5.125 x 13.5 2.922 kips 8.259 kips : <----------- - - - - - Span(f t)= 16.5 Both ends pinned --------------- - - - - -- SUMMARY OF BEAM LOADS --------------- - - - - -- 7 UNIFORM LOAD OVER FULL SPAN: Dead Load = 66 psf Live Load = 65 psf OC Spacng = i ft CONCENTRATED LOADS: LOAD NO. P -DL(k) P -LL(k) X(ft) P - 1 2.5 5.84 13 PARTIAL SPAN UNIFORM LOAD: Dead Load = 85 psf Live Load = 109 psf OC spacng = 1 ft Dist from left suppt to start of load: a = 13 ft Dist from left suppt to end of load: b = 16.5 ft GLU -LAM BEAM - DESIGN CRITERIA BEAM SIZE : 5.125 x 13.5 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 240 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft) : Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress :(%) /100= .03 11. Exact Beam WIDTH (in): b = 5.125 Bending stress: +M fb = 2055 psi --.+.e : •.n , +�. s %k�� `- d. qr.; w"++. Sw..:.;: �' �VL.lkw':.:+:.:r..:�;.. ✓.1.'a Ai.znAKwL:�.A;:''liii.M: a,. '�..':..a�.Y.fWti4Gq;,.k;�.. w +3:crwz.�..,........:..- z �Z '~ W JU 0 0 U) 0: W = F-' S2 LL W O gaEi wQ �d =W ?� F- 0 z I-- w 2 5 U0. O N 0 F-� WW 2 LL �. —O W z U CO O z for +M = 26.65 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 173 psi for V = 7.99 kips Dead Load Deflection = .194 in Live Load Deflection = .367 in = L/ 539 D +L Load Deflection = .56 in = L/ 353 Allowable bending stress: for +M: F'b = 2368 psi for -M: F'b = 2368 psi --.+.e : •.n , +�. s %k�� `- d. qr.; w"++. Sw..:.;: �' �VL.lkw':.:+:.:r..:�;.. ✓.1.'a Ai.znAKwL:�.A;:''liii.M: a,. '�..':..a�.Y.fWti4Gq;,.k;�.. w +3:crwz.�..,........:..- z �Z '~ W JU 0 0 U) 0: W = F-' S2 LL W O gaEi wQ �d =W ?� F- 0 z I-- w 2 5 U0. O N 0 F-� WW 2 LL �. —O W z U CO O z DENNEY ENGINEERING, INC. 38809 191 st Ave. sC Auburn, Washington 98092 Phone & Fax (253)939 -1373 1 w i AS?. M, / it _ _ / PAGE �d o i"S -Alecq cYe rs IWA, 1�e scr: _ C7a �� qe boor We2 ac>Jew 1 D � c S��.r� y0 � C'ahti %yer(s) Le{t Rt Est, .8m, llJ� 15 Tr�a�9u ta. r Parz`ia/ yr r O 7 �o f Wk . 1 L Loa c/s n -- 'Zi- ,6 le x V4- z w UO 0 wF NLL wO u. a. �d =w z° W LIJ Do U O �. o �- wW U. W z U =; O z Job Name: SINGH RESIDENCE c Beam Mrk: B4 Ei , 125 x 11 .5 Llse 5% X 1 4.478 kips 5.868 kips ! <----------- - - - - -> Span(ft)= 10 Both ends pinned SUMMARY OF BEAM LOADS --------------- - - - - -- UNIFORM LOAD OVER FULL SPAN: Dead Load = 66 psf Live Load = 65 psf OC Spacng = 1 ft CONCENTRATED LOADS: LOAD NO. P -DL(k) P -LL(k) X(ft) P - 1 2.5 5.84 6 PARTIAL SPAN UNIFORM LOAD: Dead Load = 51 psf Live Load = 65 psf OC spacng = 1 ft Dist from left suppt to start of load: a = 0 ft Dist from left suppt to end of load: b = 6 ft WOOD BEAM - DESIGN CRITERIA BEAM SIZE : 5.125 x 11.5 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 240 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +,M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:(%) /100= .03 11. Exact Beam WIDTH (in): b = 5.125 Bending stress: +M fb = 2382 psi for 4-M = 22.42 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 147 psi for V = 5.77 kips Dead Load Deflection = .092 in Live Load Deflection = .19 in = L/ 629 D +L Load Deflection = .282 in = L/ 425 Allowable bending stress: for +M: F'b = 2400 psi for -M: F'b = 2400 psi z H Z �w J U. 00 N 0 W= W. WO U. co F W. z �. �o z �- Uj U ON 0 F- WW H �. U .• z U f= H O z DENNEY 1'sNGtNI;EttIN(:, INC. 38809 191st Ave. SE Auburn, Washington 98092 Phone & Fax (253) 939 -1373 Pnojr =C7 LATERAL FQPCE AA1ALY515 4-2., 5, le>67A Tcl� <w1z-,�, WA T ® y ER-L D ate FOP �Ur> .SI REVIEWED FOR �E �Cep+r CODE COMPLIANCE APIPR(b��ID SEP 9 ��0� Q ,So N W ' , pF Q. RECEIVED It T OWN � f'ITY OFT[ JKWII A ��l �� N D IVIS ION x ^ AUG 2 0 2004 9788 � PERMIT CENTER INCO MPLETE PLETE LTR#--t- X04 -27(o Z h 2 W2 . UO N 0 J = S2 LL C WO C u j N = W Z� O . Z�- W w U (3 O - o�- w F-p LL O w Z U= O F- Z DENNEY ENGINEERING, INC. 38809 191 st Ave, SC Auburn, Wasliinglon 98092 Phone & Fax (253)939 -1373 �d 14scE 7--0 L�cv use �u�l'�►� s er r4SC 7 -02 Se S: 2. 2, 2 �� d mess are I'Oo-1- 4 0 - 33-T 59 .5 G 0.56 2 0.2/ 3 - -0.43 4L ! icy h�aoll y l Wi 'ool �° Tie �', �� g►. � -� 1 D -� �• sl 2 0.21 4 -0.37 i i 8 s (co n ed) z I� J.- W . ce w U co o LU J H fn LL,, w U. CO =w �o z t- w U� co o H w LL. z: ui .0 o � z DATE. S l �� o � PA61= I DENNEY ENGINEERING, INC. Iv 38809 191 st Ave. SE Auburn, Washington 98092 Phone & Fax (253)939 -1373 7 D. X 02 �� R z K K V t V = 85 mP A <d ^ o. FS t 2 K k � Assume k,6 =1.0 IX 1�e der n e K 6 --3 At. of rood' 51 e or fo 8 &Ve = 21� mcvx. a 'x� o s urn K - 0 70 (15.7 ( H- 0 COs z F.. W 0 0' CO WW J N U— W O. La Cl �W z� O. z H- W VO O �; o� W ui LL —0 U =. o� z DATE. -091 PAG9 I -, I II I n C I APpeox. MEAN KT — Of'R00l -' 9' 60' 5' 10. &(P J FRONT EL EVA7 - !atV NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS DOCUMENT. THIS NOTICE IT IS DUE TO THE QUALITY OF 271 cil! 'm_r Roof - 5 - URFA c ,5 2 � 3 A = 4&o s� Sn,= 1 I t i i : ! oL I 01 ' se' wraFiuu m 690 (2� 5 ' I �i FM01 PLAW SIDING op NOTICE: IF THE DOCUMENT IN THIS FRAME I LESS D N THIS NOTICE IT IS DUE TO THE QUALITY OF 5� IQ t 10.5' L F T cz- ,EU,4 r10 (RaUrR sFD) +:5/ ) , q 4.5' NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR !HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT._ - APPKOX . MEAN fir. OF ROOF U` Apps fix, AZAR 97 d�POOF 30` 9 r fol q 1 4.5' 5 , �0 1?I6;Hr ELEvqTIoni Nrvc-g5ED) NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARTHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. S DENNEY ENGINEERING, INC. DAI E Sir ° PAGE 33809 191 st Ave, SE L a e Ford A nal u Auburn, Washington 98092 I—Ot 7 9 -= �� Phone & fax (253)939 -1373 U / �il/,Q z oof` la Ge ra hrT Lev D 7 rls v se W/ d Ow rr o �2 Z� Eld VE N 0 :27 70 W CO � �'. L 0 -� o(0 55) �Oo(4 � �Ei 104- = 19 2 �- , Nd LU 7r s vevs e- W1,7 a� on Pear �1 e vcv Rio � 7 f 8 2 z a� 1. D. 2Z 0 � 11.0 (0.43 3 5 2 = 2 7 2,� w w 0 < r U 11.00 (a. 74 c 0 ]4-//` 0(0- 55 ©0- ` > >� o �. -f-1 �.0 (,5 )PO 4-1 3 - 7a w W Lo I 1/111 v� �n fro v� z` 2leya �la� C' � � trols �r� � r oo( i _. s ve rse C �J�vr C w z U N Fr - 7' t' 2 Z �. 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S. 5: 2, / 1 = 400 R = 6 C _ _ 1.00 — 0- 167 .Load fornhlA -aeon *5 �er e4s .5' V f U. 7r 0.7(0./670= 0.It7Vl/ lJe'�V0/ G o .lds. 8666 ... bss - 0).Q Hs l0: D �s � 'eld6r CD o p M5cE7 Fg2.1 7- 02 �$ . �'.5, 2.1- l z . A i re 5& � � x t� l o r Lc�s r► /I M S 'i a r It z Z �W UO CO U) = J � �LL W LL �. T D i �w Z �. �- o w �� L) . o� WW LL 0 0 w z o� z s l90 s f 1 5f M5cE7 Fg2.1 7- 02 �$ . �'.5, 2.1- l z . A i re 5& � � x t� l o r Lc�s r► /I M S 'i a r It z Z �W UO CO U) = J � �LL W LL �. T D i �w Z �. �- o w �� L) . o� WW LL 0 0 w z o� z i DENNEY ENGINEERING, INC. 38809 191 st Ave. SE Auburn, Washington 98092 Phone & Fax (253)939 -1373 moo J t�� f ra9w DATE PACxE L3 Force --Anal s / u/< wi l�, Wit' Travz.st1,gy;se a kid Lo n9�i`u /5e�sry�tc F 0_/t7[2880 (/ e) 8 - 16'54- )00)3 = 9'165 ,5etsm1c can -&offs z� &hsv. � lohg Wiz` roof F= 7 Ll Floor Trams sd, �- ZOv) t. 5e y) � = 82 5' 6 1706) TO ���- � �10) �-25ga-��1`�a8fl�$2_) - 1�2�O� -2 r -. _.. wmo/ C 6n4rols � a� l� moor c7 loo r z w Q � 2 JU UO c o CO) J � N O LL W� J LL a i cy, �w Z= W O W U o �' o�- ww Lo iii z U =; O ~' z Slr7P,rt LS TAB ST��P .� ti { •,� •� �_/rY Lim r •�� i i i i i - I I MST�36 5 IR A P NOTICE: IF THE DOCUMENT IN THIS FRAME N THIS NOTICE IT IS DUE TO THE QUALI . Y 11, s / IX7" klA Z rl- s rfoG l7�.�I�S DENNEY ENGINEERING, INC. 38809 191 st Ave. SE Auburn, Washinglon 98092 Phone & Fax (253)939 -1373 sraAY eOEAR WALLS wIND r✓ Er - 7[_i �� /�� - 1523 " a _ D�sI�NAr1nN seismic rorzce = (FZ65�1¢�ln�) = 175 LocA~t o N t e.l V. L UM ULa rvi� L t]G7! -I 5 J .45 =10 5 t+1 cA PS W I N n : - - V : 10 f� 1753 10 1� N 5HEAR WALL V / f ��2 CDX FLYWD 0k 0 OxIF' >`AC r-- -1 ) BLOCK�U, WJ 8(�' NArILS AT ZP l( O.C.• OR � GA. x j�2� STAf'Lr--S A T q ' O.C. AT PANEL EDctt s AND WA LL -P l rup, BOUHDAt�IES� AND' l2 a. IN FIELD or- PAN OvERTURNIMG #� , M OT 175' 0) - t2 L MET �t�I. �� 787 `f8d W 1335' �l 5 1,15 �INIPSoIJ LST'A�� SLA 1 - t1�. EACN SIDE Of= 3NEAR PAMEL W7 227 1p �l MAILS It\] "rRlm 5TUD5 ABr-VE At-IrJ 13C~.LOw FLoog AW W KIM J6(5r (22 -1ard - ra - rAL) z w _1 D � o. U) 0. J f S2 U. w 0 4 J LL Q , = 0 �. w t Z= Wo w. �0 oCO wW U LL -o Z UN O z (D A1 - r S-/ l0 � PAGE -)9— DENNEY ENGINEERING, INC. 38809 191 s1 Ave, SE Auburn, Washington 98092 Phone & Fax (253)939 -1373 s r�� ra�Y sNt=AU W ALL S wcNd � �= _ �.71 �2 2 3. � l � =2.557 D�si�NArit�N S�I�Mtc I=oacC = $`Z�S << LOCA t"l 0 W CLIMUC Al LtMG td fit-{ ► S W I N p : 7r' � 12-5 -f 2 5561 V 1p l0 N 7- SHIEATH 5- !AI WA " ! <� z COX FLYWr- OR � Il << 050 01E rA c.= B LoCXr--D, wI iAMLs AT_ O.C. OR 15 GA, x W STAf'Lr-- AT 3 0. C, A - r PANEL CIDG S A WL) WALL- - P1r--p, 30 I s , AND o.G'. IN FIELO 01= PANEL. OV � M OT a t� L ^ 2 13 - X 01 3_ UPL1lrr ".5TA -36 SMA T"Ilf. EACH siDr. or 5NI~Ak PMEL, VrI- --l� ! �JAIL IM ' 5TUD ASE At lc 13CLC I^t_oat ANp rN Rim J6c5t (26 _10d - ro rA z Z �w 2 �U UO CO 0 w= J N L w 2� 9a co 0 , =w Wo W U� co o� w L tll z U 00 . o� z [.DAVE F11 9104 P A Cx E .1' DENNEY ENGINEERING, INC. 38809 191 st Ave. SE Auburn, Washinglon 98092 Phone & Fax (253)939 -1373 IDATr_ PAC E Z Ul< uj; lam, Wit' ; ' UPPE 5 e�IEAR WALLS w(Nd r=oa r - 7 /62 ( �_ ` t D1r51Cy N r -C)RCC z CA-tl � h ele V- � C ( -( UIJAI - I'VC UuJG`r1(5 v o SHEA S - WIND : - ! ��q __ 1 � W. w 0 � 3• S U- mod Y I ( 4 11 SNEATH 5HtEAR WALL �2 COX FLYWD OR 050 0411E i~'AG�� W o l �i ii ' gLbCKd� Sd 1�fSr1L5 AT O.C.' oR l5 CYA• x � l / 2 5T�4'LES z �- 2 5, AT ( o. c, AT PANEL EI GCS , A ND WALL--PIER BOUWDAVUES� AM D' vo cn 12� a .a, IN FIELD or- PAWEL. o� i W. j z o v E Rru NING _ �ln �1 �' 9� - 2 29 Mor -- 7 - �� o o F- z f2 L OET UPI. , �'i7�- - !ol N Zp U5 51MV60t /V1ST�43�v_ SMAP Tip EAcN or' 5146AR FAMEL W7 2 6-- 1 .0o HAILS INN - AIM 5= AEOjE Atrr- 13n [~ " j Atjo IN P IM L10 (5t (26 -10c( 11o''AL) ;au. } DENNEY ENGINEERING, INC. 38809 191st Ave. SE Auburn, Washington 98092 Phone & fax (253)939 -1373 PI' S A SN 8A R W A L L 5 PP- SIGNAYION LOCAtt a N A ci Ct_IMUL Al -rv8 LruJo -r 15 /2`� -� 5 , = v- ' 3 N EA R15 " W I W P : -U-== �L5 . 24 ` WIND r r -=- 7��2 �10 SF-isMtC r^oace = . X26 6(14 16 = 1252 ' a N I SF{ ATH 5HtAR WA L L V 7 CDX FLYWD O � 1 1& t r 050 _01VE 1 ='AGr-- 0LdCKr D, NMLs AT O.C.' OR GA. x fW 5TAPLr--s AT . O. C, AT PANP-L EDGE15 AMD WALL- Plt-p, BbUWDM; ILS, MD' O.G. IN FIELL) or PAWEL. Mor �. 2 AVo Gao.ldo r a �d. m00% � /19ee -4 l« y� « � - z W �D UO moo UJ J S2 LL w 0 U- � �w z f-. Wo w U� .0 0 f- w ..z w 0 z.. DENNEY ENGINEERING, INC. 38809 191 st Ave. SE Auburn, Washington 98092 Phone & Fax (253)939 -1373 } CUMULAJ L l✓.NG` H!3 .`'7 5t-tE-Ans WIND : -U S�iSMrC : `ll` -/2 �a — !63 L/PP�R 5 5+ -18AR WALL5 WIND foaCE F:=%- DP-sIGNATION S�IsM« C = 2Ce5 _ cs S� O N SHEATH SHEAR WALL 3 CDX f'[ywo O R 050 6AIE rA C�- - , �1 BLOCKr--D, NMLS AT O.C.' OR 15 GA. x 1 5TAf'Lr-- AT � O. r,. AT pA Nt-:�L EI)c -tn AWD WALL-- PIr--I), BoulJDAI:�[Es, AND' 12r'- O.C. IN FiCLD O PANEL. avERTU , M U pL I >; T DIET 2. l 3 IJ .� U 5p- 5I M'p's0H MsTA. 3i� SMA T � L:z-Actl 51171= Of= 5N EAR PMEL w7 2.('�- l.Dc/ MAID !nl 'T-,R(M 5TUD AboiE= Ah10 13C--LO FLOOR Awt) 1 N F� IM J ( 5 T (z6 -1 Ocl 'i"O -'AL) z z �w D U O ca LLI � J = H S2 w go d. =w Z �.. �- O w ~ w Do 0 �' 01- w U. _z ui U= O H-: z DATE $�� f a� PACVE DENNEY ENGINEERING, INC. 38809 191 st Ave. SE Auburn, Washington 98092 Phone & Fax (253)939 -1373 I UI Ar R 5 o nY so8AR WA LLS DC. 5IGHATION Lnr.A�ri a N l�f"4� Z� �� v. u�, r - 1✓ Ski o PACxr.. L ,a7�ertv1 Force Analus s Tul 1A w'4 wlMt7 �oacE r- 633 '570 = 2d5 S��sMCC 1=oacC - .- Fl 6S 3 q - 0 s t-mA tz\S W I W e: - v - = 7 S�l5MIG : 'l1'= - c /1 7 N 3 S HWA -'N -SHEAR WALL Vl / 32 MX FLYWD OR l l 05B QUE i`A C.t—:) BLdcKr D, vu ' NMLS X r o. c. ofd GA, x STAPLES AT o. r,, AT P ANE L EtiGtt~s AWD WALL -PIr-Ep BbUWDM IES, AND' IM FICLb O1= PAHEL. 5F-E ALSO H OVE N4-' K.F- -' ���� ! -1 la3D X72& Ilo "m M _ U 5 � 51 M V501K . - 5'.T 5 AAP T'l t:-: EA CH 5 1 t)r ot= 514r-AR PAMEL 1JAIL5 5TUD5 A5mEc At iu rt3r--Low C-"Lwg 1 AN b IM RIM y l0(5r (4o --16W `r L) z z �w D JU UO c o 0 w �: �U- w O LL Q COD o = w Zo W UJ � o 0 -- o oF- LU LLJ ti O ui z c z * „ DENNEY ENGINEERING, INC, DAI - 177- P ACV r- fy 38809 191st Ave. SE L -era FOrce 14 n,31 S S Auburn, Washington 98092 40 9 47, � ,,.5, 1 49 , 4% .5�. Phone & Fax (253)939 -1373 7 <uJ��� w'4 [IPP R e sNEAR WALLS WwD f:roRcE r Za33 4L17 , D PP-sIGNAYIom C S�tsMtc roacC 82�� �7 SQ,) 2 $1a S CLtM ULAI - t - ve LLOG � 2 � 35 35 1J SNEA` H 5NEAn WALL � �� - 3?r� COX FLYWD OR ? 74/ 4 0 058 DNL` t=AG�-, I r 1 /� SLOCKI✓D� $� . t4AdL5 AT � O.C. OR 15 G A , x I /.2 STAPLE AT' � O.C. AT PANEL CDc -5 AWD WALL -P 1Ei? 6bL1Wb1�1�tEs� AND 1 O.G. IN FIELO OK PAWEL. d V F -RTURN (W G ! MOT f2 L 2 1 3 r l 96 U Pt, I 1= T 1662 P /�o - net ueh-)�t 1� 2 z D U W= cl) LL w U. !2 . = Z �.. Wo LLJ �O U O� of w LL O. LLi z N U z... DENNEY ENGINEERING, INC. 38809 191 st Ave. SE Auburn, Washington 98092 Phone & Fax (253)939 -1373 - srot� t��1z ALAS w( V t✓or�cr. r - =_ ms _ s Pt; SIGN A TIO N seismic r=aacr � � 2�5 ��a� �6/� Loc•�. i o N . eg C AIM U(,A j - tV8 L.t gG s 13 Y l Z = 25' �3 N E•A KS- WIND : - tr 56 _ 20 . 25 5�1 SN41C : -1'= 10 l # ' - 2 PAGE S;-5 u 'F� w � � a C / � = a/, 25 DATE. SL,9 oql L a z`era� Foy SHEATH 5HEAR VVALL 2 CDX FLYWr-) oR 1 16 05B 4NE rAQ BLOcKr--l7, w1�0/ . N4 IL5 AT " o. c.. 0 l CM. x I �lz SrAPL'Es AT r ' 0. C. A`i' PANEL CbGE5 AWU W ALL- P1 C,p, BbUHDAVIES� AWD 12. r ' 0.01, IN FIELD Or- PAWEL. OVEC TURN(NG #, 2(oCl2) Mar - - K(E- - r UPU rT 5 z E x.58 / sr� ZO` IUD 'n e. t - z LU D U 0 LU J CO U w 0 LLd, =w w o �o U . CO ' � H w W: �0 z UN z DENNEY ENGINEERING, INC. 38809 191 st Ave. SE Auburn, Washington 98092 Phone & Fax (253)939 -1373 PAGE uk u) r /,-7, litW,4 N FOUNDATION SILL PLATE AND ALL STUDS RECEIVING EDGE NAILING Z FROM ABUTTING PANELS SHALL BE A SINGLE 3" NOMINAL (2 1/2" NET) MEMBER, OR DBL. 2" NOMINAL MEMBERS STITCH- NAILED W /10d AT 6" ❑ O.C.", STAGGERED. NAILING OF PANEL EDGES IN 3" NOMINAL MEMBERS 00 SHALL BE STAGGERED 1 ". NAILING OF ABUTTING PANEL_ EDGES AT DBL. N ❑ 2" NOMINAL MEMBERS.SHALL BE STAGGERED 3/8" IN EACH 2X MEMBER. CO WHERE 3 INCH NOMINAL SOLE PLATES ARE USED, SOLE PLATE NAILING - il - SHALL BE WITH 30d BOX NAILS AT SPACING S110WN IN THE SHEAR WALL C0 LL O SCHEDULE. WHERE DBL. 2 INCH NOMINAL SOLE PLATES ARE USED. THE W BOTTOM PLATE MAY BE INSTALLED SEPARATELY AND NAILED WITH 16d BOX NAILS AT SPACING SHOWN IN SHEAR WALL SCHEDULE. THE FRAMED WALL LL q MAY THEN BE ERECTED ON THE BOTTOM PLATE WITH STITCH- NAILIING AS N ❑' SPECIFIED ABOVE. OTHERWISE, 40d BOX NAILS MUST BE USED IN DBL-. 10 2X PLATES. _ ? t- F- O W ~. I . W f ON i ❑ F-- I I W W. H U li. Z � W j U to O ~. j i Z uk u) r /,-7, litW,4 r' 01 =-. d In a z s 1mf j lt).%j fN(.� aE,••N pAf'�¢z 0 N AC m :33 /L-f Ali✓ 5T0 y S HEA R W AI L S! FSO N (�j'�4ffD22 57 ff0/¢ Ham' 0 it n 7H/ZU �Z- X - NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. �+j/ �jCulN DENNEY ENGINEERING, INC. vAl _S�r9_o 22 / / y~ 38809 191st Ave. SE C. a P., l''c7 ll O/'Ci° Auburn Washinglon 98092 t - �2 S, /¢8 Sz`, Phone & Fax (253)939 -1373 e 01:ZY eNEAR WALLS MOD roacE r = pC51�N�,Y1c�N O 5t✓1SMlc F' = 1S29a t3 .. l . lo � X012 # CUMULATWE LEiJ<si7 15 SHEANS w N e : V 3a8'S 3$� 6 7 iJ SNF-ATH 5HEAR WALL W 1 32 CDX I:fYWQ OR Yl-& o5B 6.41E rAGr-- BL OCKr D� NA ILS AT _6 ' O.C.• OR 15 GA. x j 2 STAPLE AT �r 0. C. AT PANE EDGES AWE) WALL -PIER 30UHDARIEG, AN D . l2" 0 .01, IN FIE bF PANEL. d V E.f�TLIC�N(NG M or _ $0 F. 67)(10) =-.30, 93 .3 F 67)(1 l0 � g- Z 7 0, 6 7 ^ 27 MET LtPt, I r r 1575 lV4 YI i° Z 1 ' �t .38.6 2 T �o holdoums CITY of T S EP -- 3 2004 PERMIT CENTER ..1 .'. .1.:a s.;:L.i i..:.1a u '.u......:Ls....nu.1i.N1.:...'. .. s. �:..» rY+• '1.i..:. +swn...+rY,.vL:J.wUlJ'a 'rwxJ}iLL+tY'(.%Wk . �'. Lwwwu+M.uw.r++aJxua.zxv.n:r•.u. z Z Q 2 JU 0 0' W =' �. S2 U. w 9 : U. c') a =w Zo W LU U� o F- w W L L ..z w z DENNEY ENGINEERING, INC. 38809 191 st Ave. SE Auburn, Washington 98092 Phone & fax (253)939 -1373 'AGE M Ark( s r a a Y �EA1� WA LLS wc NI7 r✓oacE r -- 1 7(� %6•) X88 3 Z a PC5IGNAT N O 5r-i 5Mtc r=oacC = l �� Zq�( 3 -3/ / 6 764 ; 3 : W TR 113, 1,U I t7V4 Q JU f / / U �: CLtMULA Lr'.tjG`l 15 / �- 1 = ,34 — _ Cl) w �t cli�s - WtN -try U. 4 .D ° Y St�-ISMrc : - V"- 7� - 255 U . c 30 U. = cy w 1�1 SHEATH 5NEAR WALL Vl / 2 CDX FLYWID OR 7 l14 05B ©AIE C, t-: w ° W. =; BLOCK p� N rI L5 AT 4 1( O.C. OR 15 _ G A. x /% 2 �� S � o cn AT O. C, AT P�+NEL CDGE5 ,AND WALL- Pir-P, BOUHID TM ES I MD o L- : 0.6,. C IN F1LD OP PANEL. ww H U. U- Z i Ucr) 0 V em ru1�NING #� o � 21�3'� -- 310��20 mol = Z 2 18 r , 5 8/� lD 03-5) -� 1 0(13.5) 1. 33/Z ,] = "•24 -18 I ET UPLI I= 36 F 2 18 _ 1 4 1 2 / U15t 15IMV504 SMA Tit: EAcN 51DE 01= 5NI Ak PAMEL W7 WAIL5 IM' 5TUD5 ABavi:= ah(c, 5CLOW FLOOR AND IM RIM ylo(5r (23 -16col rt"oIrAL) DAT Flo 2 = 04/- DENNEY ENGINEERING, INC. 38809 191 st Ave. SE Auburn Washington 98092 Phone & Fax (253)939 -1373 i ± 1 ' MAN 5`t"OSY 54EAR WALLS WIND FORCE � ..7� 5 1l•�� = 27 z Pf- ATI E5r-19MIc F ORCC - �11.5�1�()� 2Cv�4 'F- w Loc.�, o tJ te e D -- - I r e r �+ 5� - � 5' 2 5� CUMULAJIVE Ltr1�► . 5. 1 a co w. J -9 -jEsA s - Wiw o : -v--- 2- 747. l /0 #� D o Z� w S ISMtC : 7J"� 2CoCo _ 16 I Z5 U) =w r r 1/ N SKEA`rN 5WEA 7 WA LL l� OX FLYWO O R lr'i U58 41� rAGr- �_ Z �. w o SLdcK D� U � r to M LS AT � � O.C.' OR C X _l � .z STAP��S LU � o AT �` O. C, AT PANEL CbCt E , 5 AwD WALL -PlEv BbUWDARIES� AND• o l J'Z p,C+, IN FIELD bt= PANEL. w C.), U- 0 . U N dv�rZrur�NlNG �� 5,504 o� Z Mb-r = 11 ig �5)(sh) 0 (61) IF PL 4 �IE U Pt, I wfi 5I Mv.�04 FAr P41 _ �3MA T E-Ac OI DE Ot= 5N I✓Ak PAMEL Wl WAIL -5 1N '`MIM 5 TUD5 AWO IN RIM J6 (5V Met - rorA -L) 1. UATL S1 aq- PAGE DENNEY ENGINEERING, INC. 38809 191 st Ave. SS Auburn, Washinglon 98092 Phone & Fax (253)939 -1373 (DATE. V IO a 4 PA 6c E La �6ra1 Force Ana/us;s 7-u /< w lo, I/1/4 - 5TIORY �N4EAR WA LLS wl Nd roacE pt-�stGNATIOH �>✓tsMtc t =oacC. -- 1 ,294 1� =- 8'9? _ Loc�.t o N S ee Za h CUMUC,ATrvr-- LP-06 WI o. -v-- _675 _ #t 36 tt It N SN�ATN ,5NEAR WALL " l5 /32 Cb t'Lyvio oR 50 O u I'AG� SLbcKr--p / ` g� tAML5 AT (O O.G.' oR J5 GA. x 1 STAPLES AT ��of 0. C. At PANEL EOG $ AWO WALL -Plop, BOUWDMA IES� AMD' /12 It 0.6. tN PIELL) OP PANEL. avE171T'URNING mor >20 100' N . _ U5 5IM'P 'soN" _8 - ,OANDZ -2. _ SMAP Tit' EacH 51bra- al= -SHtrAl7 PMEL MAIL5 IM' M-IM 5TU05 AEN:�Vt� ar-(D �BC.LOW (~Loan N ( 16ca� o AtJt� I t1J1 �Il�(� 23~ T' - 'AL ) z �z �w JU Uo CO LLJ �LL w o 9 c')d �w z Zo w U� o- 0 H- w w . �U F- lt. � w z _ p 0 DENNEY ENGINEERING, INC, U^ t - r PA6 38809 191 st Ave. SE L -a era1 Force �4 n S S Auburn, Washington 98092 t 1 ¢_ 2„ Phone & Fax (253)939 -1373 MA11\1 S roRY 508AfZ WA LLS wit4v ty r - -- _Y3.�a r X Z Pt;SIGNATION seismic r -oacC - 1 , 2�a (1 50 �" 74 = z UO CUM U(,Al - rv� Lttj6 �(5 11. 4- 7 ` = 2 9 ` vi w z�s n q7 40 Ua � r N a �_ 1r Z .... SHt-:rA`ri{ 5Nt!At7 WALL 161 COX FLYW 1D OR ��" U50 0 qE rAct-: z ° i� r ri w w 13LOCK�U f gd . N�4IL5 AT O.C.' Ufa 15 GA. x r'l� s �L.� n o .' AT 0. C- AT P ANt L COC1ES AMID WALL -Piuv BOUWDAI` IF-9, AN o �. 1 WW IN PI ELL) Ot= PAN1✓L. =U U. E. W M - - N 1,1511 �5IMIJ TA- EACH 51DC-- of= 5Nr-AR PA E--t., 23 7/ WAIL5 It�1'`ltRIM 5T UD5 At3xr- At �CLow C"Loot� t ANd Its) RIM M'5t (23 --11 -ol AL) i DENNEY ENGINEERING, INC. 38809 191 s( Avc. 5r Auburn, Wasliiiiglon 93092 P ione & rox (253)939 -1373 (JA'1 - 1=.. _ /m -� c � �..! .:.- , r A Cx C L r f Force al s �6V� 2 2(00 el- L4A)1,J ��oa �(��1� lv���.� wtNr� r- t- �=- _13��/6 (7150) -1 e7 S�I;M(c. r-- 0RC..L -" LocA t i a N ..ear . eke �_- + 4-4- -- 5: 5 = 19 w 1 N n : .t)--- 705 t13� Jq sal -An4 5H�AR WALL. /_ COX f-'[ wD O �/6 05B UPF_ _ BL0ckr- -D� w � L N 1L A - Tr :n 0- ��lt _15 rfA • x_ X 1 2 �' St At , (. s ArJ r ' 0, C, AT PANEL l✓s A WL) WA l_ i- 1 OV'EATURNiNG MoT - 11,3090 _ 15 9!20 -- O ET LlV � 2 No A 6 /c/,o W-0 s reg� = V338 # iUo net u CI7 YOF TUfKWILA SEP -.3 200i, P RMiT r z �w QQ JU UO W� LL. w U- �d = w z �. �o z i- �o U O N OH w U LL O Z w o� z DENNEY ENGINEERING, INC. 38809 191 st Ave. SC Auburn, Washington 98092 { Phone & Fax (253)939 -1373 DATE Al 14 - 1 , � cA or Z3o`t -fvr -- Gheor Alolls �2 ll dta me t'er lsll ear c2pa c ;z" y i 2x M a- cIS ; `r 9 s= $1 x toz'c? wo len 7lh clro SS jh ear'' F � /r� c ludrr�9 `�Y191�s �CGt c%�" llJrn c�ou�S Shear Wo// PACvE �c Lase 4 - O o. C. L1se 3 -0 o. c, U-5 e- a o. c, Use as 1? 4 - -6 o. c CIse o. C. z .1 J .-z cc W: JU UO 0 W= U. W } J . !2a = W z z� W W U CO) o� W F- LL Z w U CO) O Z Z W4 a �7 . 2 7 32 � � T 7 IQ 21 2. PACvE �c Lase 4 - O o. C. L1se 3 -0 o. c, U-5 e- a o. c, Use as 1? 4 - -6 o. c CIse o. C. z .1 J .-z cc W: JU UO 0 W= U. W } J . !2a = W z z� W W U CO) o� W F- LL Z w U CO) O Z Z W4 M , , DENNEY ENGINEERING, INC, [DAT 38809 191 st Ave. SE L- Auburn, Washington 98092 Phone & Fax (253)939 -1373 I\I ' I N 5TA L L I7 I A. >< _ i.l c; I I OI'• 130 1. "I "S �V/ 7 M I N I M l_1 M EMt3CbM�.N "1" AT MAXIMUM r � MAXIM 1_(M O.O. IN5TALL W ITH S(MP50N L'�f�_�2_ O AIZINIG PI..A`I "I WASHL-R. IN,A5E( UIMCh l5l a t\ Is 2 X X X1 1� - IN5TAL1_ 2 - 17th. >< _�O—AN10-101? (3Ol. - 5 MINIMUM CMt3 CUM1~NT AT "d MAXIM LIM U.C. W5 ALL •Wi - r�( t SIMF50N I3l�Al�1(�IC� WASt . WA-5HER MME � X _ X e . i i i 13 z JU UO W= J � !2 LL. w O. Q. cl) =w r Z F- O z F- U� O co H� U- O. -- Z CO O Z P A (:x r= Al DENNEY ENGINEERING, INC. b ^I r 38809 191 sf Ave. SE Auburn, Washingion 98092 Phone & Fax (253)939 -1373 ve ru .51 ea_. r 770 12 ::z , N l2 R OO F plAPH1 AG USE '3 ` ct)x f'W OCR �� U1� C3L0 C(� t;b, WI Y� NA(Z.S Ar o. c: o� ? G-A x 1'l2'' srAPLrs AT � " a. AT PANEL rbGr 5 AND DlAP-l: ?AG BOLINDARfr5 A14 l2" o.c. I i z ,a-• w � JU. UO CO 0, W= J 9 W O �: N d' �W Z f- ' H O` z �- W W: 2 D U13 o �' o � = W; L 8 ui Z U =� O ~' Z s FAA G E DENNEY ENGINEERING, INC. ? 33309 191 st Ave. Sr- Auburn, Washington 93092 Phone & Fax (253)939 -1373 Floor .�1a�o r�' "� Tr�rt sv �:r'sc� G!/ F� 76 of 5 PAGPI "S R * d 9l2 /a �L JL /se sheer r t1.=v�ae.5 Tt7r 1 532 " 5truc� - u.r�l y ev' &Vood � a, Y2 for U'5e W/ Z% � -r U ,3 u�od p y � Lase ¢ 7 6 ctDx � u)ooc� %16d �1�i(s �Vt el ''0.C. �n�l ec� �s, �y � 9 �c>l jLCst�� for HF — fi^ &ter t tng. 2003 T� 6ko 2366 = 2 62 * s1d re a o 1 5 3 /yiit LIS6 (-2 x't A gC/sC PC? 8CI96s► Cl1rA/ the a - ccvv. c�?el ey 50 06 = 900 41 RECEDED 7'"0�` ca ���/ df' rug 7�ili ►� 90U �' 2� 2 = rlla2 /, ��' °FT�Kw►t� r 9 SE P 2004 N 1 1✓ LooR . DI1 PPRA6 - M U :5�_ 3 14 ' . r( — 6 'PLYWbbd . UN BLoc. kEID Wrl'ad Al PANEL L- b6L Mb tb 6,C. IN rMLD. GiLUt WITH D/W t00 &LUI ;W'ttN ,(2 -� W' b1A. OIrA�� A�' ����� ErDc��s N (I) --/�4' NA, x-12 6tAb AT'24" 61 C, IQ IrlI,LD, I41 . Z 2 �D U O CO �LL WO LLQ (n a . =W �_ Z� z ° W CO 0 Fr W W. u' O wZ U= O ~. .Z D� - f� _g/m/ �a FROM :DENNEY ENGINEERIFIG December 16, 2004 City of Tukwila 6300 Southcentcr Blvd. Tukwila, WA 98188 Re: Residence Project Lot 1 4230 S. 148" l St. To the Person Concerned; DENNEY ENGINEERING, INC. ' 38809 191 sl Ave. SE Auburn, Woshinglon 93092 1 : & Fax (253)939••137:3 Regarding the above referenced project, l have been unformed that a 5 ft wide by 6 ft high window has been framed into the shear wall "I" where no window was shown on the plans. The affect of this change has been to reduce the effective length of the shear wall by approximately 12 %, from 40 feet to 35 feet. I3owever, the capacity of the shear wall, nailed with 8d nails at 6" o.c. giving 242 lb /ft, is about 112% greater than the 114 lb /ft calculated shear in the wall. Thus the loss of capacity is more than offset by the over- capacity iii the original design. (This over - capacity was occasioned by code minimums for shear nailing controlling over design requirements based on calculated shear in the wall). The inclusion of the 510 by 6/0 window in shear wall "I" is therefore herewith approved. No increase in nailing of the shear wall is necessary. No holdowns are required in this wall. Sincerely, WA d Emerson R. Denney, PE e ,� WA Lic #9788 9788 � RECEIVED DEC 1 6 2004 DE ARTTMENT OCT 15,2004 09:42 253 939 1373 Page 1 FAX 110. :253 939 1373 Dec. 16 2004 08:03AM P1 z Z �w Q � JU U O W = (` WLL WO 9_J U. �a F_ W z = F- FO z H W w U O - o E_ wW LO w z OF O z BULLETIN A2 TYPE C PERMIT FEE ESTIMATE' PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME 51 A. 16 M PS S1 `0E.rJC�-' 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. 2. 3. 3 E QUANTITY IN CUBIC YARDS RATE Enter total construction cost for each improvement catego Up to 50 CY Free 51-100 $23.50 Water -- /2 101-1,000 $37.00 fi . 1,001-10,000 $49.25 S o Road /Parking /Access o a , 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. Calculate improvement -based fees: 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, but less than $200,000 of A. APPLICATION BASE FEE $250(l) Enter total construction cost for each improvement catego General , Erosion prevention Water -- /2 � Sewer --- 2 SO Storm water = ILSoo S o Road /Parking /Access o a , A. Total Improvements Calculate improvement -based fees: n 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. ✓ ! TOTAL PLAN REVIEW FEE (B +C +D) (4) GRADING Plan Review and Permit Fees . Enter total excavation volume I L/ cubic yards Enter total fill volume 4 r�) cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. AF Ir}.OFT 60 411r PLUS $7.25 for each additional 10,000 or fraction th of.. 5� 1 TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATI N 7 � (1 + 4 + 5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shal I be charged 25% of the Total Plan Review Fee. Approved 09.25.02 1 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 z _� '~ w o � JU UO UU to LLI -1_ CO) U . w LQ cl) = F- w z_ F- w� w UCl O N 0 f_ LLJ _U LL z ui U= O z BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees f 6. Permit Issuance /Inspection Fee (B +C +D) $ S"7 (6) 7. Pavement Mitigation Fee $ C:0 (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 1B 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 0, 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. 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 1" 1 0,000 CY plus $66.00 for each additional 10,000 or fra ction 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 evised 05.13.0 2 z z J- Z �w QQ JU 00 J = SU. 2 w UQ Via = w F- _ ? F- F- O w �5 U� ON o� wW F- u. O w z U =. O z BULLETIN A2 ` TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION P may adjust estimated fees NJ TOTAL OTHER PERMITS A. Water Meter - Deduct ($25) B. Flood Control Zone ($50) C. Water Meter - Permanent* D. Water Meter - Water only* E. Water Meter -Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E 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 $ $ (9) $ `T (10) Total A through G G� DUE WHEN PERMIT IS ISSUED (6 +7 +8+9 +10) ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. Approved 09.25.02 3 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 z z �W QQ om. JU UO to o to W J = i~ � W� gQ CO) = w i _ z� t- O z �_ W �5 U O co, � F- WW S W Z ui U= O z September 2, 2004 J DENNEY ENGINEERING, INC. 38809 191S1 Ave. SL- Auburn, Wasiiinglon 98092 Phone &f=ax (253)939 City of Tukwila Bldg Dept 6300 Southcenter Blvd. Tukwila, WA 98188 Re: Residence for Gurdip Singh Lot 2, 42xx Tukwila, WA To the Person Concerned Regarding the above referenced residence permit application, please note the following. I performed the lateral force analysis for this project in accordance with the 2003 IBC, not the IRC. Although the IRC (which by the way does not require engineering if its prescriptions are met), does reference Seismic Design Categories DI and D2, no such division of Category D into two parts is contained in the IBC (to the best of my knowledge and belief). Please call if there are questions regarding the foregoing. gFIC)SrVED Sincerely CAN DF-fUKWIIA �r � W 3 2004 —'o Emerson R. Denney, P� PERMIT CENTER WA Lic. No. 9788 CORREJTI0N LTR# D04-274 'i y 1�f �C z z`` W , , U O: Ca o C0 -J �. CO u_ w O � U. Q Na' w: z� 1- O z F-. W LLJ gip U 10 N. o H- w w: H C.): u. ~O w z CO F � O �z, .. w, 1 1 City of Tukwila Department of Community Development Steve Lancaster, Director Steven M. Mullet, Mayor September 3, 2004 Gary Singh 4228 South 148 Street Tukwila, WA 98168 RE: CORRECTION LETTER #1 Development Permit Application Number D04 -275 and D04 -276 Dear Mr. Singh: ! This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time, the Fire Department, Planning Division and Public Works Department have no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documents. 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 sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by messenger service. If you have any questions, please contact the Permit Center at (206)431 -3670. S' erely, renda Holt, Permit Coordinator Encl Xc: File No. D04 -275 File No. D04 -276 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 @ Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 Z �w 6 0 0 y0 to W J CO L w L L Lo d. = w Z F- O w ~ W U� .O Co. 0 F- wW �- O Z H- _ O ~: Z BUILDING DEPARTMENT REVIEW COMMENTS Project Name: Singh Residence 4224 South 148` Street Singh Residence 4230 South 148` Street Permit File No.: D04 -275 D04 -276 Date: August 31, 2004 Reviewer: Jim Dunaway, Building Inspector (206)431 -3670 A Building Department plan review has determined that your plans need to be revised. Please address the following comments with applicable revised plans, specifications, and /or other documentation. Please submit revised plans as follows: 1. Plans and Engineering submitted 8 -24 -04 are not entirely revised to reflect the IRC. There are still references in both the plan set and Engineering that refer to the UBC. Both Plans and Engineering must correlate specifically to the IRC. 2. In addition, I was unable to find Engineering or plan detail providing seismic zone D -2 footing and foundation requirements outlined in Section R -403. No further comments at this time. Z Z' r U. U 0 wi F- u_ w u_ Q. CJ) = w Z� Zo UJ w �o U O CO o � w ~� L o .Z U= o F- Z 1908 August 4, 2004 , Cht i of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Gary Singh 4228 South 148' Street Tukwila, WA 98168 RE: Letter of Incomplete Application # 1 Development Permit Application D04 -276, D04 -275 and D04 -267 Singh Residence — Lots #1, #2 and #3 — South 148 Street Dear Gary: This letter is to inform you that your application received at the City of Tukwila Permit Center on May 11, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Building Department: Ken Nelsen, at 206 431 -3677, if you have questions concerning the following: 1. The plan design and engineering must be updated using the 2003 International Residential Code and the 2003 International Building Code. 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 mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefa a Spencer Permit Technician Enclosures File: Permit File No. D04 -267, D04 -275, D04 -276 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax. 206 -431 -3665 z Z tr � D ,J U UO Cl) CO Ui J F- N u_ WO u. U � = d F- W ' Z F- O Z F- UJ 5 VO CO) O F- WW U. ~ F= —0 tt1 Z U= O z PLAN REVIEW/ROU TING SLIP ACTIVITY NUMBER: D04 -276 DATE: 9 -3 -04 PROJECT NAME SINGH RESIDENCE SITE ADDRESS 4230 S 148 ST Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DE P RTMENTS: Build %vi n Public Works ❑ Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator a DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ i Comments: DUE DATE: 9-7 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ;,IINGo. Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DATE: Documents /routing sllp.doc 2 -28 -02 z `~ w .� U 00 N CO W J = H U. w LLQ �a = w Z �. �_O w UQ LU ON o�_ W LL O -- z 0 0 z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D04 -276 DATE: 8 -20 -04 PROJECT NAME SINGH RESIDENCE SITE ADDRESS 4230 S 148 ST Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # I After Permit Issued DEPARTMENTS: j �w Buil ng Division • Fire Prevention ❑ Planning Division F Public Works ❑ Structural ❑ Permit Coordinator 39 DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 8 - 04 Complete [?� Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESJTHURS ;7 NG Please Route ructural Review Required ❑ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: No further Review Required DATE: L DUE DATE: 9-21-04 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 2 Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sllp.doc 2 -28.02 PERMIT COORD COPY z '~ w WU UO (n o J H S2 LL w LLQ �0 =a �w z= Zo W w U� O - OH w LL O . z . W U= O~ z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -276 DATE: 08 -02 -04 PROJECT NAME: SINGH RESIDENCE - LOT 1 SITE ADDRESS: 44XX SOUTH 148 STREET X Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # Revision # after/before permit is issued DEPARTMENTS: � 3 c� Ois t�s' nl�. e� � -off Mn � e -�3 -� Buil ing i o n I Fire Prevention �] Planning Division (� Public Works Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 08 -03 - 04 Complete ❑ Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 8'y'o`f LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 02S TOES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 08 -31 -04 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sllp.doc 2 -26.02 PERMIT COORD COPY w,.,.. : „..-�......;r.;, :,;...,.... xt. ...�:, ,s,.i .: ...artd. asto.aa.+ Jct., a..r. t.+'"+ wjA irq# s: .r.�/Sn:1'w"�i;•a�.kta:iw'�:IxM k,+ Tlrt?:s''' 'iaE:t"�+s..°'h?�ti�` z ; z z �W JU UO to D to W J � �W WO J u_ N =W �- _ ?P ZO 25 U O- ❑ 1_ WW ll. O z W U= O F- z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 'I J I o4 Plan Check/ Permit P mit Number: DU4-276 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # _ after Permit is Issued Project Name Singh Residence Project Address 4230 South 148 Street Contact Person: G ga Singh Phone Number: Summary of Revision: As AMC FtEerziVED CITY OF TI IKWII A SEP 0 3 2004 PERMIT CENTER 9 ? ,1 C S � `J �.✓i S Sheet Number(s): - j i t l "Cloud" or highlight all areas of revision including date of revision P q-s L-z 21 / 2 1- f 1 . 1 Received at the City of Tukwila Permit Center by: ► L qj Entered in Sierra on ` 09/03/04 z JU UO y0 co W J TU. W O 9Q Lo = �.. W Z = H H- O z F- W U o Cl) o � WW XU tL O ui z to 0 z REVISION SUBMITTAL Z W _3 L) UO 0 W = CO) U. W O LL Nd = W I— O W �5 U� O Cl) W W H H O W Z CO) O Z Revision submittals must he suhmitted in person at the Permit Center. Revisions will not he accepted through the mail, fax, etc. E Date: 0 •-6)4 Plan Check/Permit Number: % Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: U Project Address: 42. 6 ILLR St Contact Person: 4 Phone Number: Summary of Revision: RFrFI /Fr) r:ITY OFT( 1Kwn A AUG 2 0 2004 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on applicationMorms- applications on lineVevision submittal Created: 8 -13 -2004 Revised: o City of Tukwila Steven M Mullet, Mayor o; y Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 �{ Tukwila, Washington 98188 Phone: 206 - 431 -3670 1908 Fax: 206 - 431 -3665 Web site: ci.tuk vila.iva.its REVISION SUBMITTAL Z W _3 L) UO 0 W = CO) U. W O LL Nd = W I— O W �5 U� O Cl) W W H H O W Z CO) O Z Revision submittals must he suhmitted in person at the Permit Center. Revisions will not he accepted through the mail, fax, etc. E Date: 0 •-6)4 Plan Check/Permit Number: % Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: U Project Address: 42. 6 ILLR St Contact Person: 4 Phone Number: Summary of Revision: RFrFI /Fr) r:ITY OFT( 1Kwn A AUG 2 0 2004 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on applicationMorms- applications on lineVevision submittal Created: 8 -13 -2004 Revised: 12 /TY Of TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 PERMIT NO.: CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district Site address (attach map and legal description showing hydrant location and size of main): 1-12-2- _ 1� �� i k.�= ���1�� 9- ICE 77 Name: ; G u e m, e -S I ti c , , 4 rvame: Address: ' c , , . Address: Phone: I'Z� (.� o0 Phone: This certificate Is for the purposes of: • Residential Building Permit ❑ Preliminary Plat ( Short Subdivision • Commercial /Industrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and water meter size(s): 3 s,� Vehicular distance from nearest hydrant to the closest point of structure is 0 61 "'hP ft. Area is sorved by (Water Utility District): / _ Owner /Agent Signature Date ' .y .1 ' fY , Pa• , �� �` w . L1ii' �,�.l�r�t1.YI.�;.J!>. . 1. The proposed project is within 1(.Cti I l f � (City /County) 2. K im Improvements required. 3. The Improvements required to upgrade the water system to bring it Into co r�liance with the utilities' comprehensive plan or to meet the minimum flow requirements of theproject before connection and toineet the Stat'rdtp Q�Nq ection control requirements: `.� FD �T (Use separate sheet if more room is needed) y 4. Based upon the improvements listed above, water can be pro) ded apd will be available at the site with a flow of gpm at 20 psi residual for a duration of 2 hours at a velocity of fps as documented by the attached calculations. 5. Water availability: Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. ❑ System is not capable of providing service to this project. I hereby certify that the above information Is true and correct. Permit Center /Building Division: 206 -431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206431 -3670 _nis h aF DE -KI'Aq co ► i'J VN 0§7 / Agency one .�,�y / " � `"0 4 ��'"`�- -Z-� Z — y$ '7 By Date This certificate is not valid without Water District No. 125's attachment 'led "Attachment to Certificate of Water Availability, • ��iW ?` �M'Na.v a' + iA!?fkdW!a�yMUn.<,•.YIWn Z �z �W . U UO N Q J = S2 LL wo a g� La �d. �_. W Z t-- Z� w U° a F- W H Z U= P x Z A Certificate of Sewer Availability OR It 14816 Mllltery Rid South P.O. Box 69550 Tukwlle, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 ❑ Certificate of Sewer Non - Availability Part A: • Be Completed by •• Purpose of Certificate: ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other Short Subdivision ❑ Rezone Proposed Use: Wf Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name; �' Phone: Property Address or Approximate Location: Tax Lot Number: I 2_ . �'' C�-4 (� •-- 0Z O'J -cog t — Legal Description(Attach Map and Legal Description if necessary): 10• -f - 8 b W lv A c"nI r 4m �,es Part B: (To Be Completed by Sewer Agency) 1. a. Sewer Service will be provided by side sewer connection only to an existing ( size sewer 0 A1 feot4fem the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): c ��l - p ti ,✓� 2. (Must be completed if 1.b above is checked) cFi1/T ❑ a. The sewer system improvement is in conformance with a County approved sewer com$?ehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. 1�a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service, 4. Service is subject to the following: PERMIT: $ '70 $E' SET a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1826.04 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required May be Required c. Other: OVfi ��� ►i By Title to I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date si nature imvnwrY6+ YY. k�! 9' 4N% �tSAeypc�5�r +!trkPFkfi9r.•rpyaarry a .- verr�;�k�*. N �: ",x,.^:cc„rM•:-« raew�ar� �m�,+e.�w», P0(400Z1AP Z �_- z �w JU UO N J = H CO LL w J wQ � = w F-- _ z F- 0 Z F- Do U CO 0— 0 E_ w F-U �O .Z w UN H= O F- Z N z 0 n Z O .n IM _ rn q NO ° c C mm o� =z ; rn--4 C �rn 0 n rnN vN 00 nr CLn RIM .4� z a 0 gLZ�Q. b. Easements: c. Other: D OL /YO /1�NN0� o:p o — —t xu zH G6 -Z! ^6 �-� o,� i X (subject to change by King Co/Metro. without _ Cou /METRO Capacity Charge: Currently, $1826.041residential equivalent, will be billed directl King ty by King County after connection to the sewer system. ( 1 notice.) dpUII the above sewer agency information is true. This certification shall be valid for one year i hereby certify that from the date si nature J n V / � , 00•¢ Date Title By C 31VOS 'ON *)1 18 'ON 101 ON S3A UNUMV8 / 7 UOI3VUINO3 ,ald a'/Yd 1 i i I V NOISIAia-ens 3WVt' — Zti ssuaQV 3Snot // iM d3NMI r � 'oN auvO 'ON 1N3W3SV3 ' �i�4 kl3f� � •/ °r a, cQti sfi. `wry' ❑ Required af Maybe Required p C[ ' - � ' ' � 1 1.IW83d 83M3S 3aiS 80:1 N011V311ddd l $11SOd3 ShcVd3 3018! 301sln U Look Up a Contractor, Electric„ n or Plumber License Detail '°'; Page 1 of 2 t Topic Index ( Contact Info Search Home Safety Claims ft Insurance Workplace Rights Trades 8 Licensing Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber ' 1 General /Specialty Contractor 'A business registered as a construction contractor with I- tl to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment f lof account and carry general liability insurance. License Information ' License s SIDHUH1980N0 Licensee Name SIDHU HOMES INC i Licensee Type CONSTRUCTION CONTRACTOR ? UBI 602228341 Verify Contractor Premium Status Ind. Ins. Account Id ! Business Type CORPORATION Address 1 4228 S 148TH ST i Address 2 ' City SEATTLE County KING State WA Zip 98168 Phone 2062441900 { Status ACTIVE Specialty 1 GENERAL Specialt 2 UNUSED 4 Effective Date 8/20/2002 S r Expiration Date 8/30/2006 Suspend D ate ' Separation Date Parent Company Previous License Next License Associated License j Business Owner Information Name Role Effective Date https : // fortress .wa.gov /lni/bbip /detail.aspx ?License= SIDHUHI98ONO 09/08/2004 z Z Q � Q 2 JU 00 NO J = H CO U. w u_ Q cod =w ? F- ZO W �5 U� O co �H wUj H �O .z w U= ~O H z r • wi�wwwww��•rw�r•w��w�w�• � • r, • �w�• 1-10MIN Willi "Mm 11 ■1��N1■ STUCC 1 • I = 1 1 1m_ I m I m ii, STUCCO o 42" HIGH WALL DRAWING NO. REFERENCE NO. I REVISION BY I DATE 11 4 ROOF _ 1. AINIMUM ULS TYP. TITL PROPOSED RESIDENCE FOR GURDIP SINGH SIDHU LOT #1, 5.148 ST. & 42 AVE. S. TUKWILA, WASHINGTON DM: H8 DRAWING NO. SCALE: 1/4" = i ' -r DATE: JUL•XX.04 DD04-2 CWD. 1PH0NE 206-244.1900 • ._.�. .� � .. w � •..•. ►..� ................. r.... .►+s +..�- ..►.i.w L.1.'�"�*L 1/... J'Y �...+.r.wXir � .. r. ��.r �...•.• ^ 9�_. lt':.�'.C7.'��.�Y�'"I L.. . -,N1. �r -. �. '. t•�_' ✓aa'r ♦1+r1M'**'•� 4 E.EL.:273.5 E.EL.:273.5 RIGHT ELE VATION oil STUCCO o 42" HIGH WALL DRAWING NO. REFERENCE NO. I REVISION BY I DATE 11 4 ROOF _ 1. AINIMUM ULS TYP. TITL PROPOSED RESIDENCE FOR GURDIP SINGH SIDHU LOT #1, 5.148 ST. & 42 AVE. S. TUKWILA, WASHINGTON DM: H8 DRAWING NO. SCALE: 1/4" = i ' -r DATE: JUL•XX.04 DD04-2 CWD. 1PH0NE 206-244.1900 • ._.�. .� � .. w � •..•. ►..� ................. r.... .►+s +..�- ..►.i.w L.1.'�"�*L 1/... J'Y �...+.r.wXir � .. r. ��.r �...•.• ^ 9�_. lt':.�'.C7.'��.�Y�'"I L.. . -,N1. �r -. �. '. t•�_' ✓aa'r ♦1+r1M'**'•� 4 E.EL.:273.5 E.EL.:273.5 RIGHT ELE VATION P. EL.:273.5 E.EL.:273.5 I s a REAR ELEVATION Y i E. EL.: 2 75.4 36' MIN HANDRAIL ?U�f LEFT ELEVATION )RAWING NO. REFERENCE NO. REVISION "'ewt4.a�M;: rye �w •.aw. •� r�.,- :.�,,-.� -+r , r.: - R►�t - 1,. r r. , ... . ,c_ .... ,-.. ... _ .. � _ .. _ _ _ BY 1 DATE v TITLE PROPOSED RESIDENCE FOR GURDIP SINGH SIDHU LOT #1, S.148 ST. & 42 AVE. S. ' TUKWILA WASHINGTON DM: H g -DRAWING NO. SME: 1 / 4"= 1 1 DATE: l CW ! 1. D. 206.244.1900 .. s . ,. w +.w... w...:;y,.; ... .....:r.�.r. ._.ii'��r 1 ^�+. ✓� i , f!'_ ]emu r�!is1: +' ��y ...L1 Alp� ..• .�Oak+��. •.,,,,. +.�..w+. .M +� '�•+- I�"''�#�'�Y' . T�.�'�• ., �� . ..... a- ~ aij »���i► *yrr, -w w r. - . • M,.i.r .w... �::� .. • r.tL.:L /J.y E.EL.:273.9 t r i St rWqtu ral specs. -- continued 3 Plumb & Electrical All materials, equipment and methods of in stallation shall be in accordance with the conditions as provided for in IN r o*t. 8uildin Code, and applicable state or local codes. When the the 9 s owners property is not located on a municipal sewer system, the owner the Bu ilding p or contractor shall be responsible for the submission of • plans to D for approval of a septic tank and drain f in accordance with current local requirements. 4. Heating a) All hot air ducts to be overhead in attic, unless specified otherwise. b) Cod 9 1 air return r e g isters to be located and installed for maximum efficiency by qualified heating contractor. 5. Roofing to co with the applicable section of the .T;vM&AT a) Roof InQ materials P Y Building Code. 6. Windows a) All sash must be approved b local authorities — vinyl and slide openings unless otherwise indicated. 7. Site pion • ti to provide property elevations at points marked • a) Customer or builder . P P before applying for mortgage or huilding permit. d i lank ass rose provided at A b) Customer to prove north arrow on b compass site plan. • 8. Miscellaneous all f - moulding at floor and wall functions where required a) Base 9 • • and shower, grab bar, shower curtain 1b) Provide drop ceiling over 5 tub rod, towel bar, and tissue 'holder (provide backing) bathroom vanities, bath splash, and kitchen cabinets to c) Floor finishes b . specifications of owner or builder. , d) Approved 9 lockin medicine cabinet to be installable in at least one • b& room . r- ... r r I 0 r N� m e t 4, v r s rt I O N Minimum insulation required to . comply with the ' Washington State energy code is as follows: Floor (slab): R--30 Wall: R--21 Ceiling: R -38 Doors: Wood Windows: Vinyl (summit or better) Furnace type: Gas Minimum furnace ofue: 80% Re fer to Wattsun 5.6 energy calculation by design consultants, Inc. for verification of these values. CORRECTION LTR#_I ---- DRAINING NO. PREFERENCE _ J N0- REVISION BY DATE T REE PROPOSED RESIDENCE FOR GURDIP SINGH SIDHU LOT #1 S.148 ST. & 42 AVE. S. TUKWILA, WASHINGTON °"r": H sc&E: 1 /4"= 1 DATE: F"' -- I. D. 206.244.1900 MAIN FLOOR SCALE: 1 /4 MAIN FLOOR AREA =1704 SQ. FT. GARAGE AREA =590 SQ. FT. TOTAL MAIN FL. AREA =2294 SQ. FT. 1 DRAWING NO. 2710 0 ' l zomorw �! '�r+�.. ...M.. ..�..�,�w..'r ,:.w/... 1L'. .'. 7. .JR ... . _ -,. 1......_..r+•+'. ... �.r ... ,... .� •. w.n • .► .. • .. ... . .♦ .... .��•M4w. �w�`• - ..►. w .� ~� ,-.. • .. , _ .. .. - .. ,•. - .rte .� ... ... .. ._,. , ._... .. , .. -. __. .... ._ ,r..,,...• . •. w _..... .... _ .. _ . .. .. _�. y `` .. .. ,y,� _. «.. .••r. �A' .....� .. . - •. . .... ..fw.. ., ..- ...�.,a.•na- .,•.._ :.,.,, V.- ..•M►,..i4�..rr+..a(. 5. '...;j:Y. 'T �.•..1- ,.�`$'t' 3 �s+. .}•��A +'• ST' �C _. ^.. .r .aw f• ' � � .4' v�r. -- +��.r :�• +..w.wr• � �. «/fr•..+ ..M•i+ar;..w•ld4b+• ' . • - <a � r +� .. .n ��� rt: �r. . w.. ...4 .T; �a ..MYI�'�'r<�.�•if.V mow.. �..r• 1. +•,• .A• � M . r t N� m e t 4, v r s rt I O N Minimum insulation required to . comply with the ' Washington State energy code is as follows: Floor (slab): R--30 Wall: R--21 Ceiling: R -38 Doors: Wood Windows: Vinyl (summit or better) Furnace type: Gas Minimum furnace ofue: 80% Re fer to Wattsun 5.6 energy calculation by design consultants, Inc. for verification of these values. CORRECTION LTR#_I ---- DRAINING NO. PREFERENCE _ J N0- REVISION BY DATE T REE PROPOSED RESIDENCE FOR GURDIP SINGH SIDHU LOT #1 S.148 ST. & 42 AVE. S. TUKWILA, WASHINGTON °"r": H sc&E: 1 /4"= 1 DATE: F"' -- I. D. 206.244.1900 MAIN FLOOR SCALE: 1 /4 MAIN FLOOR AREA =1704 SQ. FT. GARAGE AREA =590 SQ. FT. TOTAL MAIN FL. AREA =2294 SQ. FT. 1 DRAWING NO. 2710 0 ' l zomorw �! '�r+�.. ...M.. ..�..�,�w..'r ,:.w/... 1L'. .'. 7. .JR ... . _ -,. 1......_..r+•+'. ... �.r ... ,... .� •. w.n • .► .. • .. ... . .♦ .... .��•M4w. �w�`• - ..►. w .� ~� ,-.. • .. , _ .. .. - .. ,•. - .rte .� ... ... .. ._,. , ._... .. , .. -. __. .... ._ ,r..,,...• . •. w _..... .... _ .. _ . .. .. _�. y `` .. .. ,y,� _. «.. .••r. �A' .....� .. . - •. . .... ..fw.. ., ..- ...�.,a.•na- .,•.._ :.,.,, V.- ..•M►,..i4�..rr+..a(. 5. '...;j:Y. 'T �.•..1- ,.�`$'t' 3 �s+. .}•��A +'• ST' �C _. ^.. .r .aw f• ' � � .4' v�r. -- +��.r :�• +..w.wr• � �. «/fr•..+ ..M•i+ar;..w•ld4b+• ' . • - <a � r +� .. .n ��� rt: �r. . w.. ...4 .T; �a ..MYI�'�'r<�.�•if.V mow.. �..r• 1. +•,• .A• � M 40 I r A { n x _ 40 I 4 � a r DRAWING NO. REFERENCE NO. REVISION BY I DATE ►11117'I � � � General S ecif ications 1 . The Contractor or the Owner shall verify all dimensions, materials and conditions shown on the structural drawings or noted In the structural specifications. Any variances within the structural drawings and specifications, or from conditions encountered at the job site, $hall be resolved by the Contractor and Owner and such solution shall be their sole responsibility. 2. The Contractor and the Owner shall ensure that the construction complies with all federal, state, and focal statutes and regulations. 3. The Contractor or Owner shall install all materials, equipment and components etc. in accordance with the manufacturer's instructions and accepted methods of good building pactice. 4. The designer shall not be responsible for site conditions such as soil bearing capacity, depths of frost lines or water tables, or buried structures, etc. The purchaser of these plans shall be responsible of these plans & shall be responsible for the correct siting on the house of the property and for confirming with all requirements for siting. We do not guarantee that a house plan will fit a particular property unless we receive in advance of the plans purchased, a legal survey plan of the property and a copy of the applicable zoning by —laws stating the required setbacks from all property lines, and unless we undertake in writing that the house will conform to the siting regulations of the by--lows for the . particular parcel of land. 5. Construction loads on the structure caused by interim storage of ' materials or use of equipment shall not exceed the design loadings. +6. The designer shall not be responsible for any departure from the • drawings and specifications authorized b an official during the course of Y Y g construction. Dimensions shall in all cases take precedence to scale. tructural S ecif ications 1. Concrete ' a) General: all concrete to be minimum 2000 p.s.i. Strength at 28 days unless otherwise specified. b) Walls: grades shown on side elevations are arbitrary.* Owner or builder to adjust height of concrete walls to suit grade and adjust thickness of .� walls to conform to the height if required. Retaining walls other than the foundation walls of the residence are beyond the scope of these drawings. " 0 Footings: concrete footings must be placed on undisturbed or compacted soil at an elevation below the frost line. It shall be the responsibility of the owner or builder to have the footings redesigned to suit existing conditions. FT. :d) Retaining walls: backfill shall not be placed against basement retaining � walls until: i Concrete or mason rout specified masonry g has reached its spec�f�ed 28 —day L. strength ii) And, the structural floor framing (incl. Plywood subfloor) ' r• required to stabilize the walls is complete and fully nailed and anchored. e) Reinforcement shall be placed according to good building p ractice and adequately supported by concrete, metal, or other approved chairs, FT spacers or ties and secured against movement during pouring concrete. Tack welding is not permitted. - N/A 52 SO. FT. 2. ' Framing ',a) This plan is designed for a 40 p.s.i. Snow load and a 10 p.s.f. Dead ,load. It shall be the responsibility of the owner or builder to determine the snow load in the area in which the residence is being built and make adjustments in the size of the structural members to compensate for additional loading, top the satisfaction of local building authorities. b) The design of members used for structural purposes has been based on No. 2 or better Hem Fir as shown in the "Span Tables for Wood Joist Rafters and Beams" in the most recent edition of thelnkrrd Building Code.' The use of different species of wood must conform to the same tables. c) All lintels to be 2-2"x10 unless noted otherwise. All load bearing beams and lintels shall have 3 %" minimum bearing. d) All concrete to wood contacts shall be domproofed with P or 45 lb. Tar saturated felt. s e) Flash over all exterior openings."" f) Caulk under exterior doors and both sides of chimney. Y g) Floor joists' shall be doubled under all partitions which are P arallel to the joists. O-qV01W4 evv 0 ZNFWO SAP "' 3olo CORRECTION I.TR# , .4 TITLE H DRAWING NO. PROPOSED RESIDENCE FOR SCAU i 4 ° = �.9 GURDIP SINGH SIDHU wn LOT # 1, S.148 ST. & 42 AVE. S. «� i.o. TUKWILA, WASHINGTON .MOM: �. _ .. .. - _,.. ,� ...«..... -. , _.....f+ ^. _r...�.......,.�.... w - - .. «.. - - �-+.n' a...... .vs a ^. .r.•..i ♦..� -• ^. rm. .� 1..-. �.ai�v,„�._.. rt.r. Jy v.�.�i..�. ..+�•. .•. ♦AY - M'1�.4vr. '+. ��^-� L -y�� . '. eC .,. ••.wn �r++�rvr�... «a�w.dni�i�Mr...irrM+w.r�ww..�: M'�` `^V °'".. 'M.n1w ^ Y NNote: 4 stem shall supplY Whole house ventilation sy outdoor air to all habitable roabitabler s pace is individual outdoor air inlets. {oilet defined as space in a structure for living, or c ooking. ,..., - Bathrooms, Sleeping)" eating or e or utility :compartments, close�� °1Q r S e no t considered spaces sImild sq. habitable spaces. °.Provide nfior1 eachhhab�ab e h opening in. of free area o� �P g ntilation req uirements space, Whole house ve for 5 bedr ooms shall be a .minimum Of 120 CFM at .25 w.g. nutone qt. 80 is 62 stn nutone fans each on Note: an y Missing e r to su p Ply � . _owner/bu*ld plan L • d on site . req uire : d imens1Ons req north arrow' r name o f street( s des ), cr�pt cation of Serv� - elevations, to d lot - ,floor .an - � n to be etc . , n site plan ions shown --All dimens �o ail author�t�es roved by c onstr uction governed and pp rt+n constr ' � a p p roved before sat° g m k 1 % away fro having mrn►mum of de t ; slope ° _ ff builder to bra wa r un o , for ,..surface wales. building �requ� red s for any b built .. be responsible gyred to ta�n�ng walls required Any re ractiSe and are . good P entirely .;. according � to .,others. ' res onsib�l�ty o nsions shown the P ns an d dime grades, el rifled on -All g becked and ve ite plan to be o on s excavation . • .,budder .before . site by E � NE ID FO CE - CODE SE i. , j Ctrl DRAWING NO. REVISION REFERENCE BY DATE C RAWL A CE & FDN. PLAN ' im M TITLE PROPOSED RESIDENCE FOR GURDIP SINGH SIDHU & LOT # 1, 5.148 ST. 42 AVE. S. TUKWILA, WASHINGTON g E- 4" -1 ' D. 06.244.19 00 DRAWING NO, . i t 46 L; ? Q% ► F ."a . g ..0 0 v • C RAWL A CE & FDN. PLAN ' im M TITLE PROPOSED RESIDENCE FOR GURDIP SINGH SIDHU & LOT # 1, 5.148 ST. 42 AVE. S. TUKWILA, WASHINGTON g E- 4" -1 ' D. 06.244.19 00 DRAWING NO, . i t 46 L; ? Q% ► F ."a . g ..0 0 0 0) 0_0 V'e'-4' __� PF, 'I i 0 It r i t c .r F �. l 1 - i DRAWING NO. •�4�1•1�Rlw:� µ,"Tr. �• .�... _ �» .. •9 .. 12 Z! " g T1LE ROOF 1 X4 STRAPPING, BUILDING PAPER. HIDDEN GUTTERS VENTED ALUM. SOFFIT STUCCO. WIRE MESH- #10 BUILDING PAPER 1/2 EXT. GRADE PLYWOOD 2"X6" STUDS 016" O.C. EXTERIOR WALLS R14 INSULATION. . ER -- FRAMING - INSULATION - VAPOUR BARRIER -DRYWALL 30ARD 03H2 REVISION BY DATE NO. A. o awes-`. -- ~: "THICK CONC. WALL ­ 7 DRAIN TILE 40 C6 SECTION 5 13 S A10 4 r l � �' SCALE:1 /4 " — P P 1 SPAORG PER S1+T. 5- s . - VE7r. ca) 24`` o. c. How. I Z. @ 10 0. c' It O p tl N `• 8 ETA I L M f � 4 /4 = I REFERENCE ENGINEERED TRUSSES X24 O.C. BY OTHERS STUDS 2X4 O 12" O.C. ? ;' NTELS; INTERIOR WALL e 2 - 2"X 10" D.F. #2 ! ` U.N.O. BY P.ENG ! ; a ,MASTER BEDROOM EN UIT - A o TOP FLOOR= 286.38 MT _ FLOM CONSTRUCTION; HEM FIR NO.2 OR BETTER 5/8" T&G PLYWOOD NAILED do GLUED 2 1O X10" JOISTS 016" O.C. •. _� 2"X10" BLOCKING 084" MAX. O.C. F N OK KITCHEN AM I Y NQQ K • R O . MAIN FLOOR= 276.48 SLA8,6 MIL POLY - I r-- COMPACTED DIRT Q '0 Ln 4.35' SEP 0 8 2404 Gty Of Ti*wila 1 3UlLDING 0A O N �....� . ,.aq,.. m - - 5 / ( ,Ja 1•� aE �rcvv� f new & have been named by the Public ROAD W orks DepartnMcnt fOr uonfD► m* Witb Cu" t SEp _ 3 20 City standards. Acoeptwu* is subject to t1rors sod- U c�inissioos �hiah not aatk� vioLtta� of Gp.NT� o< The vien biv� SITE PLAN adored sUmdm* for tw adequaq of the dakp rata tot WY w itb the ,� , C:,4 das• 4deum oc anuous to SCALE:1 /8 ,goer• Addstloos, . drawisp after thk die wtd �01d a0oeptma OW win imi!je a d do np for CORREC Final so - wtnm is sutiect to fiW �, by 1J ...`.•••.. the public Worb utilities inspector. DITIC. DRAWING NO. TITLE H 6 - PROPOSED RESIDENCE FOR AS NOTED DATE: GURDIP SINGH SIDHU LOT # 1 S. 14 8 ST. & 42 AV E. S. c�llco: I. D. , Pmm: TUKWILA, WAS HINGTON 120 6 - 244 . 1900 I rr v. J ,_ ,. �- .r+rrr•rr•+ -. ,.r+r� «.M..�.•.....•.i..... . .►. %+wl t. r.�� • `i -i►- a F � � .+�« 7Sr. ...�w ` �,��.li��� +M►.•+�.� ` '.' .+a..rr� w^+. T .. �'' �� ��y M or 9 1 N S /SPX c LS rA3 sTie * M57AB& C 15 J s rRAR t I l t i i 4 �S i i `I I ' SHEAR WALL CONSTRUCTION N_1 SHEATH SHEAR WALL W/15/32" CDX PLYWD OR 7/16" OSB, ONE FACE, SHEAR WALL SCHEDULE 6" O.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND 12 O.C. IN FIELD OF PANEL. ' N 2 SHEATH SHEAR WALL W/15/32" CDX PLYWD OR 7/16" OSB, ONE FACE, '. _ BLOCKED, W /8d NAILS AT 4' O.C. OR 15 GA. X 1 1/2 STAPLES AT 3" O.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND 12 O.C. K' ,IN FIELD OF PANEL. N_3 SHEATH SHEAR WALL W/15/32" CDX PLYWD OR 7/16" OSB, ONE FACE, i p BOUNDARIES, AND 12" O.C. IN FIELD OF PANEL. SEE ALSO NOTE N4 N_4 FOUNDATION SILL 'PLATE ANG ALL STUDS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE A SINGLE 3" NOMINAL (2 1/2" NET) MEMBER, OR DBL. 2" NOMINAL MEMBERS STITCH- NAILED W /10d AT 6" O.C. , STAGGERED. NAILING OF PANEL EDGES IN 3'" NOMINAL MEMBERS SHALL BE STAGGERED i ". NAILING OF ABUTTING PANEL EDGES AT DBL. 2" NOMINAL MEMBERS SHALL BE STAGGERED 3/8" IN EACH 2X MEMBER. WHERE 3 INCH NOMINAL SOLE PLATES ARE USED, SOLE PLATE NAILING SHALL BE WITH 30d BOX NAILS AT SPACING SHOWN IN THE SHEAR WALL SCHEDULE. WHERE DBL. 2 INCH NOMINAL SOLE PLATES ARE USED. THE BOTTOM PLATE MAY BE INSTALLED SEPARATELY AND NAILED WITH 16d BOX NAILS AT SPACING SHOWN IN SHEAR WALL SCHEDULE. THE FRAMED WALL MAY THEN BE ERECTED ON THE BOTTOM PLATE WITH STITCH - NAILIING AS SPECIFIED ABOVE. OTHERWISE, 40d BOX NAILS MUST BE USED IN DBL. 2X PLATES. HOLDOWNS AND ANCHOR BOLTS N 5 USE SIMPSON LSTA30 STRAP TIE EACH SIDE OF SHEAR PANEL W/22 -10d _ NAILS IN TRIM STUDS ABOVE AND BELOW FLOOR AND IN RIM JOIST (22 - TOTAL) - N__6 USE SIMPSON MSTA36 STRAP TIE EACH SIDE OF SHEAR PANEL- W/26 -10d NAILS IN TRIM STUDS ABOVE AND BELOW FLOOR AND IN RIM JOIST (26 -1 TOTAL) N 7� USE SIMPSON ST6236 STRAP TIE EACH SIDE OF SHEAR PANEL W /40 -16d .. NAILS IN TRIM STUDS ABOVE AND BELOW FLOOR AND IN RIM JOIST (40 -16d TOTAL) ' N 8 USE SIMPSON PAHD42 STRAP TIE EACH SIDE OF SHEAR PANEL W16 -16d _ NAILS IN TRIM STUDS ABOVE AND BELOW FLOOR AND IN RIM JOIST (16 -16d TOTAL) . N_9____ USE • SIMPSON HPAH022 STRAP TIE EACH SIDE OF SHEAR PANEL W/23 -16d NAILS IN TRIM STUDS ABOVE AND BELOW FLOOR AND IN RIM .JOIST (23 -16d TOTAL) N_10 INSTALL. 1/2" DIA. X 10" ANCHOR BOLTS W /7" MINIMUM EMBEDMENT AT 4'- 0" MAXIMUM O.C. INSTALL WITH SIMPSON BP 1/2 BEARING PLATE WASHER. WASHER DIMENSIONS 2" X 2" X 3/16 ". N_11 INSTALL 1/2" DIA. X 10" ANCHOR BOLTS W /7" MINIMUM EMBEDMENT AT Eel��sl:�: WASHER. WASHER DIMENSIONS 2" X 2" X 3/16 ". HORIZONTAL DIAPHRAGMS =.mo ROOF DIAPHRAGM USE 15/32" CDX PW OR 7/16" OSS, UNBLOCKED, W /8d NAILS AT 6" O.C. OR 15 GA. X 1 112" STAPLES AT 6" O.C. AT PANEL EDGES AND D IAPHRAGM BOUNDARIES AND 12" O.C. IN FIELD. N_13. FLOOR DIAPHRAGM =� USE 8/4" T i G PLYWOOD, UNBLOCKED, W /10d NAILS AT 6" O.C. AT ■.moo■ m�e AT 24" O.C. IN FIELD. ME MEN GINNIE , vde w wI`E 0 = 0 111110m All MINIM -: v i �HE rc� WIN INS � t o] ��i =dim m�■�ii ; mv� � : ' SHEAR WALL CONSTRUCTION N_1 SHEATH SHEAR WALL W/15/32" CDX PLYWD OR 7/16" OSB, ONE FACE, BLOCKED, W /8d NAILS AT 6" O.C. OR 15 GA. X 1 112" STAPLES AT 6" O.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND 12 O.C. IN FIELD OF PANEL. ' N 2 SHEATH SHEAR WALL W/15/32" CDX PLYWD OR 7/16" OSB, ONE FACE, '. _ BLOCKED, W /8d NAILS AT 4' O.C. OR 15 GA. X 1 1/2 STAPLES AT 3" O.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND 12 O.C. K' ,IN FIELD OF PANEL. N_3 SHEATH SHEAR WALL W/15/32" CDX PLYWD OR 7/16" OSB, ONE FACE, BLOCKED, W /8d NAILS AT 3" O.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND 12" O.C. IN FIELD OF PANEL. SEE ALSO NOTE N4 N_4 FOUNDATION SILL 'PLATE ANG ALL STUDS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE A SINGLE 3" NOMINAL (2 1/2" NET) MEMBER, OR DBL. 2" NOMINAL MEMBERS STITCH- NAILED W /10d AT 6" O.C. , STAGGERED. NAILING OF PANEL EDGES IN 3'" NOMINAL MEMBERS SHALL BE STAGGERED i ". NAILING OF ABUTTING PANEL EDGES AT DBL. 2" NOMINAL MEMBERS SHALL BE STAGGERED 3/8" IN EACH 2X MEMBER. WHERE 3 INCH NOMINAL SOLE PLATES ARE USED, SOLE PLATE NAILING SHALL BE WITH 30d BOX NAILS AT SPACING SHOWN IN THE SHEAR WALL SCHEDULE. WHERE DBL. 2 INCH NOMINAL SOLE PLATES ARE USED. THE BOTTOM PLATE MAY BE INSTALLED SEPARATELY AND NAILED WITH 16d BOX NAILS AT SPACING SHOWN IN SHEAR WALL SCHEDULE. THE FRAMED WALL MAY THEN BE ERECTED ON THE BOTTOM PLATE WITH STITCH - NAILIING AS SPECIFIED ABOVE. OTHERWISE, 40d BOX NAILS MUST BE USED IN DBL. 2X PLATES. HOLDOWNS AND ANCHOR BOLTS N 5 USE SIMPSON LSTA30 STRAP TIE EACH SIDE OF SHEAR PANEL W/22 -10d _ NAILS IN TRIM STUDS ABOVE AND BELOW FLOOR AND IN RIM JOIST (22 - TOTAL) - N__6 USE SIMPSON MSTA36 STRAP TIE EACH SIDE OF SHEAR PANEL- W/26 -10d NAILS IN TRIM STUDS ABOVE AND BELOW FLOOR AND IN RIM JOIST (26 -1 TOTAL) N 7� USE SIMPSON ST6236 STRAP TIE EACH SIDE OF SHEAR PANEL W /40 -16d .. NAILS IN TRIM STUDS ABOVE AND BELOW FLOOR AND IN RIM JOIST (40 -16d TOTAL) ' N 8 USE SIMPSON PAHD42 STRAP TIE EACH SIDE OF SHEAR PANEL W16 -16d _ NAILS IN TRIM STUDS ABOVE AND BELOW FLOOR AND IN RIM JOIST (16 -16d TOTAL) . N_9____ USE • SIMPSON HPAH022 STRAP TIE EACH SIDE OF SHEAR PANEL W/23 -16d NAILS IN TRIM STUDS ABOVE AND BELOW FLOOR AND IN RIM .JOIST (23 -16d TOTAL) N_10 INSTALL. 1/2" DIA. X 10" ANCHOR BOLTS W /7" MINIMUM EMBEDMENT AT 4'- 0" MAXIMUM O.C. INSTALL WITH SIMPSON BP 1/2 BEARING PLATE WASHER. WASHER DIMENSIONS 2" X 2" X 3/16 ". N_11 INSTALL 1/2" DIA. X 10" ANCHOR BOLTS W /7" MINIMUM EMBEDMENT AT 3' 0" MAXIMUM O.C. INSTALL WITH SIMPSON BP 112 BEARING PLATE WASHER. WASHER DIMENSIONS 2" X 2" X 3/16 ". HORIZONTAL DIAPHRAGMS N_12 ROOF DIAPHRAGM USE 15/32" CDX PW OR 7/16" OSS, UNBLOCKED, W /8d NAILS AT 6" O.C. OR 15 GA. X 1 112" STAPLES AT 6" O.C. AT PANEL EDGES AND D IAPHRAGM BOUNDARIES AND 12" O.C. IN FIELD. N_13. FLOOR DIAPHRAGM USE 8/4" T i G PLYWOOD, UNBLOCKED, W /10d NAILS AT 6" O.C. AT PANEL EDGES AND 10" O.C. IN FIELD. GLUE WITH DAP4000 GLUE WITH (2) -1/4" DIA. BEADS AT PANEL EDGES AND (1) -1/4" DIA. X 12" BEAD AT 24" O.C. IN FIELD. I. �i t r E CPS �Q 0� f h ri CO/ ,ti1,� �nl S ?''4�2 Y .5 H� a► WA L L- C1CSiGNArIO A15 140LOo oVA1S '. rk ' BIND /¢ hflGO�K/� Cin �F � IMlll�► 7'H/Lu $t x 57'u,0 SAP " 3 204 CORRECTION N ET T LTR# .4....." R# ,R ECE G � N w Q` OF cENrE�- ' LiJ 1= l t 978 NO T50o , P6AAJ5 5HOWtV r4RE RFVF1�5F OF '� F4-AA1.5 OA/ 5HE5TS 3 AND 4: ACrU C0A1571QUCT! 0 N tV l C. L 8E a Z /1V Acc(OADANCE WITH SHEEETS 3 q 8-'1 - RE.5ipENcE *47' z7 1 42 s. �4 -S�li St. DENNEY ENGINEERING, INC rul<WMA WA a 38809 191 St Ave. SE mss= /VOIVE �.wo�w �,►: owmm .r ' ER,) o il Aubum, Washington 98092 DMV: El LO qa Phone & Fax (253)939 -1373 • LA75RAL. FORCE Fl-AstIs Sc HE'DUL E �A)07FS Structural En guleenng Services - FOR 641pDIP 51&1(:;H 1 .. ._.,. /, ,...' .„..y �MN+. w+►i d.... r+.+ r... ►r.a.+w/�ii+..�.r+.ww�r�'w�Ywr: ..w.bir.�•.►i_. �+.�J�.....,�.�,+Ywl��� • �= wMrFj..' �•'' � ��1y �q►e � �...,F r 1 -cr ... .. ,,. � vM« M4.-e " ..�. tt.. .�. Hr L) K' f h ri CO/ ,ti1,� �nl S ?''4�2 Y .5 H� a► WA L L- C1CSiGNArIO A15 140LOo oVA1S '. rk ' BIND /¢ hflGO�K/� Cin �F � IMlll�► 7'H/Lu $t x 57'u,0 SAP " 3 204 CORRECTION N ET T LTR# .4....." R# ,R ECE G � N w Q` OF cENrE�- ' LiJ 1= l t 978 NO T50o , P6AAJ5 5HOWtV r4RE RFVF1�5F OF '� F4-AA1.5 OA/ 5HE5TS 3 AND 4: ACrU C0A1571QUCT! 0 N tV l C. L 8E a Z /1V Acc(OADANCE WITH SHEEETS 3 q 8-'1 - RE.5ipENcE *47' z7 1 42 s. �4 -S�li St. DENNEY ENGINEERING, INC rul<WMA WA a 38809 191 St Ave. SE mss= /VOIVE �.wo�w �,►: owmm .r ' ER,) o il Aubum, Washington 98092 DMV: El LO qa Phone & Fax (253)939 -1373 • LA75RAL. FORCE Fl-AstIs Sc HE'DUL E �A)07FS Structural En guleenng Services - FOR 641pDIP 51&1(:;H 1 .. ._.,. /, ,...' .„..y �MN+. w+►i d.... r+.+ r... ►r.a.+w/�ii+..�.r+.ww�r�'w�Ywr: ..w.bir.�•.►i_. �+.�J�.....,�.�,+Ywl��� • �= wMrFj..' �•'' � ��1y �q►e � �...,F r 1 -cr ... .. ,,. � vM« M4.-e " ..�. tt.. .�. Hr J. 0 1 • 10 •SHEAR WALL .SCHEDU N E.S _ WT. NOTE 5 • ' 9NF-ATH I NG K AG �T1JR GEN �L ANC 5"M REQ D 5HEA � ST. P L� 5 G ER PAL LO500"5 R I ��� �.l 5K S .. ' WALL Lys RIOR. WALLS ,INTER M- - G SAGE 5PGG_ SPCG . . MK. �. a `' .SIZE SFC G SPtC I N. PLY= 05b. GAB p Y= 458 GWB Y N @ES FIELD L6V EDGES FIEL o WOOD WOOD 0 • EDG I'N• IN. 1w. 1 N• _1,1J,.:..1.�J•. IN• 5 • ., • IN. 1 N• � 1� N1 N 5 op- Iwz 5xJ _ Wo 15x1�Z — 7 ) 111 G !� 49 U 52 gd Lo I x i � �� • � 55 r g el 3 -- 4 4 ' F 449 G go . �� 15x1 o .. $ `` � $ N2 N•g �1�1 1( �11 S K I t D 15x112 1 1 ( j 9 1116 (o3 ��•� /p �5x ►�z _, 1 2. r (� �� 0 t N q3 1. LATERAL FORCE NOTES ' • SHEAR WALL CONSTRUCTION •• • W 15/32 CDX PLYWD OR 7/16" OSB, O SHEATH SHEAR AT AT � 6 "..0 . C . OR 15 '.•••••• N_1 ` R WALL / 1 SAND 12" O.C. BLOCK . W gd NAILS. GA . DARI i / ? ED, IER BOUNDARIES, / fi •• O.C. AT PANEL EDGES AOi� WALL --P IN FIELD OF PANEL.; FACE j CDX PLYWD 1 5 OR GA UNDARI . 1 N 2 8d NAILS AT .4'' O . C . • - --� W • BLOCKED, / AMD WALL OR -PIER f • 3" O.C. AT PANEL EDGES • 5/32' • SHEATH SHEAR WALL W/1 CDX PLYWD 1 5 OR GA UNDARI ONE 7/16" OSB, AT " STAPLES N 2 8d NAILS AT .4'' O . C . • - --� W • BLOCKED, / AMD WALL OR -PIER BO ES , AND 12" 0 • C • • 3" O.C. AT PANEL EDGES • IN FIELD OF PANEL- PLYWD OR . 7 /16 59 � ONE FACE, .R WALL W/15/32" ' '• N - 3_ • SHEAT14 SHEA o'• A NAILS AT .J • Cf)X O C • DGES AND WALL - PIER AT PANEL O NOTE N4 BEE ALS ,51 tv1P 5 W LSrA30 51 MPSON MS('A 3 to IF ST623(0 • .� REDRQQA l • n('�"R .5 .rO R..Y. 5HEAR_ WA.L. L _ __.H0-I. —D-O AL 1-LA S I Mp54 NISTA3(D BLOCKED, W/ • B OUNDARIES ,. AND A2­ O • C • IN FIELD OF PANEL . • rt B NI) ALL STUDS RECEIVING EDGE ( E NAILING LL - • ^ PLATE A ' • FOUNDAT ION SI G PANELS SHALL 8E A SINGLE 3" NOMINAL BET N 4 • FROM ABUTTIN MEMBER, OR DBL. 2" NOMIN " MEMBERS SDGESHINA3'0'ENOMINAL MEMBERS • O . C . , STAGGERED. NAILING OF PANEL E AT STAGGERED I • RAILING LING OF ABUTTING PANEL H ED X E MEMBERB L . SHALL BE STAG 2" NOMINAL MEMBERS SHALL BE STAGGERE� USE SOLEAPLATE NAILING ' 'WHERE 3 INCH NOMINAL SOLE PLATES ARE - • pd BOX NA.TLS AT SPACING SHOWN IN THE S EA D. THE WALL • SHALL BE WITH 3 BOLE' PLATES ARE USE SCHEDULE. WHERE DBL . 2 LNCH NOMINAL TES PLATE MAY BE INSTALLED SEPARATELY AND BOTTOM ON !HE BOTTOM P P NAILED FRAME0 - • NAILS AT SPACING SHOWN IN SHEAR WA LATE H WITH DESTITCH- NAILIING AS MAY THEN BE ERECTED OT{- {ER1�lISC ,, 40d BOX NAILS MUST BE USED IN DBL SPECIFIED ABOVE- . 2X PLATES • _ ---- • HOEDOWNS AND ANCHOR BOLTS W/22- . - t 30 STRAP TIE EACH SIDE OF SHEAR PANMLJOIST N_5 _ USE SIMPSON _STA - TRIM STUDS ABOVE AND BELOW FLOOR AND IN R NAILS IN . _ (22 -10d. TOTAL) • AP TIE EACH SIDE OF SHEAR PANEL OIST -10d N_6 ='USE S MPSON MSTA36 STR ' `' •`'•� ... .. � STUDS ABOVE AND BELOW FLOOR AND IN RIM � ........ _, .• ;�,:. ,,,,,��� A �� � . I N TRIM •c• • 26 1'0d TOTAL) r - 6d • -•;� • OF SHEAR PANEL W/40 • •�-'-=' -" 36 STRAP TIE EACH SIDE RIM JOIST . S I M t'S0 PAH 042 5IMP50tJ PAH D+2. , L IN r~� FI f'A► N IT Ct%)K ,NPAHD22 !.�• .1 t• a•. a , 51 M SON PAH1 D42 ; ! , le 1 11 ! II . 11 . OW OF TuA "�' •'-USE"'SIMPSON ST62 FLOOR AND IN N ' 7 • * -' STUDS ABOVE AND BELOW �'''LLF_= - - W . .• .NAILS IN TRIM /,/ a�� �- _����� -_ _�����a� N Nor .. ' (40 -16d TOTAL) _ _ . • SIDE OF SHEAR PANEL W16- FpE�• "- S�MPSoI� ��� ' USE SIMPSON PAHD42 STRAP TIE EACH FLOOR AND IN RIM JOIST. ��O N ` •. N_8 TRIM STUDS ABOVE AND BELOW STUD 14 ' NAILS I N .. •. - � �GN�' GO� ,,�.�1 • , f ; .. (i fi -16d TOTAL) -' • •: -•„�, . PANEL w /23 - i fid - �0�� ,�l A 111/ SrO R .1. 14 f? WA L � f`��OLD0W11 Pl- AAJ �N R• Q • ``ti ... 22 STRAP TIE EACH SIDE OF SHEAR _ JOIST �0 . •% IMPSON HPAH0 R AND IN RIM w r• � •.s�l_9_� USE W LOO STUDS ABOVE OVE AND BELO IN TRIM S F - .:-• x NAILS �j�. • . . �+ t'� (23 -16d T OTAL) NT AT • •• X 10" 4NCHOR BOLTS W /7" MINIMUM EEPLATE • INSTALL 1/2 DIA. MPSON BP 1/2 BE ARING • N_10 --- I � .. INSTALL WITH SI ' 41 0 MAXIMUM O.C. 2 „ X 3/16 C.� O G�' . •° _ ♦ r �N f 9788 WASHER. -WASHER DIMENSIUVS 2 X •�� ✓, . '�e•� '• BOLTS W/7 NIMU •' MIM EMBEDMENT AT " DIA. X 10 ANCHOR 2 BEARING PLATE = • .. •:'•= 2 P 1 / .. ""' .�J Q AIR. ,REVL�S�' . N_i 1 INSTALL 1/ INSTALL WITH SIMPSON „ B . • .•. �Q ` � „ �G f�� J . 3'- 0 MAXIMUM O.0 , D d DNS ION • 2 " X 2 .• x 3 / 16 . L.�}I�l OAl 5H 57- :5 AAl ' WASHER. WASHER DIM •� WA A cl-LIAL COrt45rRUCTlO Al fit/ 1 L1. 515 • TAL DIAPHRAGMS HORIZON r y v 4 C A NCE Wl SH C F—TS 3 4' •N_12_--,. ROOF DIAPHRAGM W /8d NAILS A ES CDC PW'OR 7/16" OSB, UNBLOCKED, AT PANEL EDGES USE 15/327 .. C X i 1 / 2" STAPLES AT 6 0 . C - ' 0. 0. OR 1.5 GA. ES AND i2" O.C. IN FIELD. DIAPHRAGM BOUNDARIES I C M�� �2 ��� • �Z�. I LS AT 6" O • C • AT DENNEY ENGINEERI.NC, INC. TUX IV I L 3 N,1 _ FLOOR D IAP HRAGM own HN /,r f� • 4/• j & G PLYWOOO•� UNBLOCKED, W /10d NA w�ovwoer: USE 3/ FIELD. GLUE WITH DAP4000 GLUE WITH •• No�V ES AND 10" O.C. IN F I 4/. DIA. X 12" BEAD ecn�Q: NEL EDGES AND (1) / t Ave. SE •�� {�',•,, P''A � - 38809191 S 1 ) -1 /4" DIA • BEADS AT PANEL EDGES E1t/M� ,.� Auburn, Washington 98092. vn�: (2 4" O•C• IN FIELD. (253)939- ; 2 ,d • . Phone 8� Fax A T `l Fo1�c�' -Ah LA 7 ERAL ' • O •Services °f ' ,,:.. _ • • Q• F WA s Structurai i:ngtnee�ng 611RDIF - AM OFRW ... .. • , ., _ _ _ _ . .. ... ... ...♦ .. p. MyM.• r+.•+ r.•........ rVb..w...•r1.......+ ;- .r -.•jr '.g1�r•we. .. ,yC .µ.- .. r�ijl - .rri�l• ••u./�- .... .•..i {. +wu.++A.�..,. .. .. ...F.rr ►« .- •, . « .. ».. .. . . _y .. ... .... ... . Q.. .,r .. .' (• . •i f