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HomeMy WebLinkAboutPermit D06-130 - Denali Properties - Lot 2DENALI PROPERTIES LOT 2 14415 48 PL S D06 -130 Public Works Activities: doe: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0040000511 Address: 14415 48 PL S TUKW Suite No: Tenant: Name: DENALI PROPERTIES, LOT 2 Address: 14415 48 PL S, TUKWILA WA Contact Person: Name: DARREN LUDWIGSEN Address: PO BOX 1845, BELLEVUE WA Contractor: Name: DENALI PROPERTIES LLC Address: PO BOX 1845, BELLEVUE WA Contractor License No: DENALPL004Q1 Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N DEVELOPMENT PERMIT Owner: Name: PSIG -ONE LP Address: 4720 200TH ST SW #203, LYNNWOOD WA 98036 Permit Number: D06 -130 Issue Date: 07/17/2006 Permit Expires On: 01/13/2007 Phone: Phone: 425 424 -1266 Phone: 425 462 -8000 Expiration Date: 11/15/2007 DESCRIPTION OF WORK: CONSTRUCTION OF NEW 1743 SF SFR WITH 400 SF ATTACHED GARAGE AND 63 SF COVERED DECK ON LOT 2 OF TUKWILA SHORT PLAT, aka PUGET SOUND INVESTMENT SHORT PLAT. PUBLIC WORKS ACTIVITIES INCLUDE DRIVEWAY, EROSION CONTROL, LAND ALTERING, STORM DRAINAGE AND SANITARY SIDE SEWER. PROPERTY ON WD #125 WATER. Value of Construction: $169,261.63 Fees Collected: $4,242.28 Type of Fire Protection: Uniform Building Code Edition: Type of Construction: V -B Occupancy per UBC: 22 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 50 c.y. Fill 50 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 Water Main Extension: N Private: Public: Water Meter: N D06 -130 Printed: 07 -17 -2006 doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature:. All IMk4As- p1 A�Q Date: hereby certify that I have read and -- in d t is permit and know the same to be true and correct. All provisions of law and ordinances governing this work will b omp with, whether specified herein or not. The grantin s per it does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating c l Signature: ♦ 1 —x.11 Dater ig Print Name: DA*-p LuLs S � 1 1c 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. or the performance of work. I am authorized to sign and obtain this development permit. D06 -130 Printed: 07-17-2006 C'TY OF TUKW' A DEPT. 0. 6300 1.3UTHCL.NTE3 LLVD. TUKWILA, WA 93133 PERMIT CONDITIONS Parcel No.: 0040000511 Permit Number: D06 -130 Address: 14415 48 PL S TUKW Status: ISSUED Suite No: Applied Date: 04/12/2006 Tenant: DENALI PROPERTIES, LOT 2 Issue Date: 07117/2006 1: ***BUILDING DEPARTMENT CONDITIONS*** PERMIT CENTER 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: 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. 13: 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. 14: 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. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum doc: Conditions D06 -130 Printed: 07 -17 -2006 CITY OF Tl p nF COMMU; :ri $OUTFI.n TUKWILA, \v, . distance of 4- inches shall be maintained above the controls with the strapping. ' PERMIT CENTER 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: ***FIRE DEPARTMENT CONDITIONS * ** 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: Adequate ground ladder access to rescue windows shall be provided. 22: Maximum grade for all projects is 15 %. 23: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 24: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 25: ***PUBLIC WORKS DEPARTMENT CONDITIONS** 26: The applicant must notify the City Utility Inspector at (206)433 - 0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 27: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 28: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 29: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 30: Any material spilled onto any street shall be cleaned up immediately. 31: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 32: 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. 33: 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. doc: Conditions D06 -130 Printed: 07 -17 -2006 34: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 35: It is strongly recommended that storm drainage designs be certified by a licensed engineer. Otherwise, the owner assumes liability for the design and any subsequent related damages. 36: Driveway modifications shall be constructed in accordance with City standards. 37: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. doc: Conditions CITY OF TUI<`".'` OFCOMMUXiTY" G._':... .. - AT ..00 SOUTHCENTER LLv TUKWILA. WA 98188 * *continued on next page ** PERMIT CENTER D06 - 130 Printed: 07 -17 -2006 DEPT. CF cc :::::,::. IV C..`.: ' yT 6300 SOUTH::N IEa GLVO. TUKWIIA, WA 88188 PERMIT CENTER I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating con ion or the performance of work. doc: Conditions Signature: Print Name: (742-11-C* L P Date:1111 f 006 -130 Printed: 07 -17 -2006 Site Address: Tenant Name: CONTACT PERSON Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 [.0 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Y*'f Ir • King Co Assessor's Tax No.: dI c3 essli 4e tL �l � Property Owners tme: � �V f lh'ri&s L.c Mailing Address: F "' S [SCU Sy iii &S E -Mail Address:yrt$. &J Ys= Ptaisanss.• CM GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) Company Name: L. GIL)RL1 Q" LtL SF.t tl WC Mailing Address: ki esdin WIC Contact Person: Sill 1� Building Permit No. V(.t,{' ',1l Mechgpica Permit No. MW Permit No. Project No. (For office use only) 1 City talgitS City Suite Number: Floor: New Tenant: ❑ Yes ❑..No Day Telephone: lteal State Zip LLCM- laR teal City Ate« State t�► Zip Fax NumberA2S State 424 -126 98a6R Zip Day Telephone: E - Mail Address: t ,^' M Fax Number: t e Contractor Registration Number: ttatm'4i1 / Expiration Datelt 1 tt d1 * *An original or notarized copy of current Washington State Contractor License must be presented at t time of permit issuance ** ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: P 11 C s IV w `', Mailing Address: /V !4Z>? AVG l f m kr kAl V u VI 1 1 fie- LJ) Z _ City ,rte Contact Person: - mu/ Day Telephone: �- Hk ` 49 E -Mail Address: - - Fax Number: ALT** 4E1— 6,] ter'' I ENGINEER OF RECORD — All plans must tb be ` wet stamped by Engineer of Record Company Name: pf rt CUE' EM.* i ! Mailing Address::l, 1 Lint it E Alf* N Contact Person: N'M S r j t t of *"Z_ q:hpmnits plusYe changes \pmmit epplieatlon (7-2004) Revised: 6.3-05 bh Page 1 hMQwh `)Tess City State Zip Day Telephone: ki r ' 141- Woe. • E -Mail Address: Fax Number: AU 147- q BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ � Existing Building Valuation: $ tith � + Scope of Work (please provide detailed information): INGLs r71 M � � 1`J WTI tt) GTIcsa Will there be new rack storage? ❑..Yes _.No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: � Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) J>• /t 4 For an Accessory dwelling, provide the following: ' Lot Area (sq ft)11-%7 Floor area of principal dwelling: 11% 4 Floor area for accessory dwelling: r" tJ k *Provide documentation that shows that the princi al owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact:AIA Handicap: p Will there be a change in use? ❑ ....Yes N o If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ❑..Automatic Fire Alarm None ❑..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Materi ety Data Sheets. c 6pamits plusticc rbv,getaennit apdinfion (1 -2004) Revised'. 6-8-05 bh Page 2 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I Floor 'nR J Q 2n Floor a 1�0 r Floor Floors i thm t_ 1r.t 43 Yt Basement Accessory Structure" Attached Garage tied Detached Garage Attached Carport Detached Carport Covered Deck 63 Uncovered Deck BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ � Existing Building Valuation: $ tith � + Scope of Work (please provide detailed information): INGLs r71 M � � 1`J WTI tt) GTIcsa Will there be new rack storage? ❑..Yes _.No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: � Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) J>• /t 4 For an Accessory dwelling, provide the following: ' Lot Area (sq ft)11-%7 Floor area of principal dwelling: 11% 4 Floor area for accessory dwelling: r" tJ k *Provide documentation that shows that the princi al owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact:AIA Handicap: p Will there be a change in use? ❑ ....Yes N o If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ❑..Automatic Fire Alarm None ❑..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Materi ety Data Sheets. c 6pamits plusticc rbv,getaennit apdinfion (1 -2004) Revised'. 6-8-05 bh Page 2 PUBLIC WORKS PERMIT INFORMATION — 206 - 433 -0179 Scone of Work (please provide detailed information): SIMPLL SLa t x S(t 1 9 . 30 .L-a In/TALL, Au_ (Wd aL o/.) _ . Please refer to Public Works Bulletin #1 for fees and estimate sheet. W ter District ...Tukwila ❑...Water District 4125 ❑ ...Water Availability Provided ...t District ..Tukwila ❑ ...ValVue ❑..Renton ❑..Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ ..Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way Non Right -of -way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ...Cap Side Sewer .Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑...Water Main Extension Public _ q Openeis plus icc changes )pemtit 'ppliceaon (7 -2004) Revised: 6-8-05 88 ❑ .. Abandon Septic Tank ❑.. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line Call before you Dig: 1 WO# WO# WO# Private Private Page 3 ❑ .. Highline ❑ .. Work in Flood Zone )4). Storm Drainage ❑ .. Renton ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ ... Deduct Water Meter Size ❑...Traffic Impact Analysis ❑ .. Grease Interceptor ❑ .. Channelization ❑ ..Trench Excavation 3 o. Utility Undergrounding FINANCE INFORMATION Fire Line Size at Property Line ❑...Water ❑...Sewer Monthly Service Billing to: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment 1 4 P. SS. r;'- r- ek Weir Day Telephone:A2' 4 - ( Vcs �t8 city ware zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip ?Init Typed; Unit 'typo: -. ;. `Qty -, °Unit Type::- " : ` •Qty - 'oiler &Couipressort Fumace<100K BTU 1 Air Handling Unit >10,000 CFM Fire Damper 0-3 HP /100,000 BTU Furnace>IOOK BTU .Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct 4 Thermostat 1 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 1 30 -50 HP /1,750,000 BTU Appliance Vent 1_ Hood and Duct Water Heater \ 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Other Mechanical Equipment MECHANICAL CONTRACTOR INFORMATION Company Name: S C EAcre Mailing Address: � - � 1C .� I r ��( ) '� Contact Person: �1-V1 E -Mail Address: Contractor Registration Number: 9BzenS` Zip City Day Telephone: Fax Number: Expiration Date: Valuation of Project (contractor's bid price): S � �, C' '\\ ,/p Scope of Work (please provide detailed information): F- )I%C i 1 WSJ\ Cat t& } — ' 1 is 4 " i IY1 Use: Residential: New... Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas ...El Other: Indicate type of mechanical work being installed and the quantity below: tl:\Appar aworm.- Appa...ion. On LineV -2006 - Permit Appiia0ondoe Anied: 47006 6h Page 4 of 6 Fixture TYPe: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: OfY Bathtub or combination bath/shower ...., I-- Dnnking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food-waste grinder, commercial Receptor, indirect waste Clothes washer, domestic 1 Floor drain Sinks S Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic. with independent drain ) Lavatory Water Closet & Building sewer or trailer park sewer Rain water system — per drainjinside building) Water heater and/or vent \ Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas Additional medical gas inlets/outlets — six or more PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: jSU jp\ Oct [NSW Mailing Address: Contact Person: E-Mail Address: Contractor Registration Number: Valuation of Project (contractor's bid price): $ ,c' • ase Scope of Work (please provide detailed information): PLUKtki ‘..)G L X "Tgl Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: OMpplicationsWorms-Appliations On Lie41341006 • Permit Appliationsloc Revised' 44006 bit it■-J) kW Sin 1 - 1 " kr%N at Zip Day Telephon&A C.12 --13.11r Fax Number: Expiration Date: Page 5 of 6 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Mailing Address: fa & ( C 1 Date Application Accepted: 0.1•12.. •01/ QAMpIiolbnWe nu- Applircuiau On Lieem -2006 - Pen ne AppltrYion.dee Revised: 43106 b Date: 4) y�9� gi _ D si x LZS " 1 � lct lac City state Date Application Expires: 10.12- .01,0 Staff Initials: Zap Page 6 of 6 City. of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0040000511 Permit Number: X06 -130 Address: 1441548 PL S TUKW Status: ISSUED Suite No: Applied Date: 04/12/2006 Applicant: DENALI PROPERTIES, LOT 2 Issue Date: 07/17/2006 Receipt No.: R06 -01559 Payment Amount: 58.00 Initials: JEM Payment Date: 10/04/2006 08:29 AM User ID: 1165 Balance: $0.00 Payee: DENALI PROPERTIES LLC TRANSACTION LIST: Type Method Description Amount ACCOUNT ITEM LIST: Description Current Pmts doc: Receipt Payment Check 1784 58.00 BUILDING INVESTIGATION RECEIPT Account Code 000/322.800 58.00 Total: 58.00 0408 10/05 9710 TOTAL 58.00 Printed: 10 -04 -2006 RECEIPT NO: R06 -01056 ACCOUNT ITEM LIST: Description Initials: JEM Payment Date: 07/17/2006 User ID: 1165 Total Payment: 3,203.72 Payee: DENALI PROPERTIES LLC SET ID: S000000467 SET NAME: DENALI PROPERTIES SET TRANSACTIONS: Set Member Amount D06 -130 2,799.22 M06 -078 194.00 PG06 -005 210.50 TOTAL: 3,203.72 TRANSACTION LIST: Type Method Description Payment Check 1775 3,203.72 TOTAL: 3,203.72 BUILDING - RES MECHANICAL - RES PLAN CHECK - RES PLUMBING - RES PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES SET RECEIPT Amount Account Code Current Pmts 000/322.100 1,717.78 000/322.100 194.00 000/345.830 2.50 000/322.100 208.00 000/342.400 53.00 000/386.904 4.50 104.367.120 1,023.94 TOTAL: 3,203.72 7453 07/17 9716 TOTAL 3203,72 RECEIPT NO: R06 -00495 Initials: JEM Payment Date: 04/12/2006 User ID: 1165 Total Payment:3,396.91 Payee: DENALI PROPERTIES LLC SET ID: 5000000467 SET TRANSACTIONS: Set Member Amount O 06 -129 1,767.85 D06 -130'` 1,443.06 M06 -077 41.00 1406 -078 41.00 PG06 -004 54.50 PG06 -005 49.50 TOTAL: 3,396.91 ACCOUNT ITEM LIST: Description PLAN CHECK - RES PW BASE APPLICATION FEE PW LAND ALT PERMIT FEE PW PLAN REVIEW City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 SET RECEIPT SET NAME: DENALI PROPERTIES TRANSACTION LIST: Type Method Description Amount Payment Check 1765 3,396.91 TOTAL: 3,396.91 ACCOUnt Code Current Pmts 000/345.830 2,743.91 000/322.100 500.00 000/342.400 47.00 000/345.830 106.00 TOTAL: 3,396.91 4493 04/13 9710 TOTAL 3396.91 Steven M. Mullet. Mayor Steve Lancaster, Director Parcel No.: 0040000511 Permit Number: D06 -130 Address: 14415 48 PL $ TUKW Status: ISSUED Suite No: Applied Date: 04/12/2006 Applicant: DENALI PROPERTIES, LOT 2 Issue Date: 07/17/2006 Receipt No.: R06 -01916 Payment Amount: $18.60 Initials: JEM Payment Date: 12/07/2006 11:53 AM User ID: 1165 Balance: $0.00 Payee: DENALI PROPERTIES LLC TRANSACTION LIST: Type Method Description Payment Check 1823 18.60 ACCOUNT ITEM LIST: Description PHOTOCOPIES /DUP SERVICES RECEIPT Amount Account Code Current Pmts 000/341.690 18.60 Total: 518.60 • • • • • 2471 12/07 9716 TOTAL 13.60 doe: Receipt -06 Printed: 12 -07 -2006 Projec • /59,4/1/1/ LO,L Z. Type / of Inspection: / ∎ Address: i c ---- y . . s Date ailedled : Special Instructions: u " Date Wanted: ��? 7 a.m. Request er _ Phone No a r 2. w c I1 0/ Z4 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: o� T F >) rze Nnf : /6 A Af nn A' eE < 414 i $58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Projgct: // u /i /� J r �� Type / ofIn pection: / f i fett/+ /) S I.LN A Address: iyyl yo its_ Date Called: Special Instructions: Date Wanted: -St 7- 7 Requester: Phone No: INSPE r N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 A pproved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit (206)431 3670 Corrections required prior to approval. 0$58.00 REINSPECTION E REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: / / ! s o4/ ('owe on a f ' to nr/+ /Z O •— 9 C or tort /797 /70 T /r7 r// %>' 'r r�.f o,^ 0- / Zoo / 7 /0 flr—r F70:-1 et / A ce e r;l r / ,4L->/ / z ) /c4. Y r 4, frsrki /1'�6c e /7.€Ti t /400 ✓ / + aps ,DG >�rp.7Ov 747t.t -ch.- re Phone No: /67 - 0/ 6 /2-5 - -2----2--a-/ Proj Aye, 7' 4L/ / Type f Ins ection: /7 A ressDate Pfy5 . Ca ed: Special Instructions: "" , 0 1 1 / / 4444,2 Date Wanted - 'equeste a Phone No: /67 - 0/ 6 /2-5 - -2----2--a-/ S INSPE ION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 • PERMIT NO. 1 -3670 ❑ Corrections required prior to approval. Inspgytaf/®/�, �/ , Date;/j .,23''O7 0 $58.00 REINSPE'ETION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: P/c p. Type of Inspection: N4 I ?) 6 oy R /One srAJ;Q Address: z4,/tdt ,/ O 4.t 4✓✓ri�/0�, ;, , .a �� -,L �/ 7 Date Wanted: l- 2'7 - 6r/ P.m. Requester: Phone No: Project: krAidelp P/c p. Type of Inspection: N4 Address: Date Called: Special Instructions: Date Wanted: l- 2'7 - 6r/ P.m. Requester: Phone No: 2 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PpRMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431-3i70 Approved per applicable codes. spector: Date: Corrections required prior to approval. 7 $ , • . 1 0 REINSPECTION FEE REQUIRED. rior to inspection, fee must be d at 6300 Southcenter D vd., Suite 100, Call to sechedule reinspection. Receipt No.: Date: Project: ' r -fr • /A- 7 Type o�fInspection: /,yy�/ k' K /T ti j i�vA mss. S4 Address: �ti yi r-- 9gpr S Date Called: VVVf J . Spec I Instructions: i" • Date Wante /) /G'ze2l P.m. Requester: - °'^ Phone No: 4 7 &-r2yi8 2 -7 INSPECTION RECORD Retain a copy with permit PERM INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206}431=3670 ' of Approved per applicable codes. D Corrections required prior to approval. COMMENTS: t e&CG1' MN - (%)-7/ Date: J l 2, n7 $58.00 REINSPECTIONI*EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: Project: Pub i /; Z Type of Inspection: / ' / /� , , r Fg��z Address: Jyy s s / _ 4�t t Da alle Special Instructions: - Date Wanted: 'Requester Phone No: I./ Z 5 = 76 1 - 6 21 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER 4 0 7., 206)431 -3620 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 3d�7 58.00 REINptCTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: Project: ✓JF/M41 OPfflFc Type of Inspection: 6.Z/it/A./ 6 ` Address: /9 4 /6 Pi S Date Called: < Special Instructions: Date Wanted: /— Z V/- 0 7 /J � C P.m. Requester: Phone No: y25 - )4. -04/g INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206)431 -361?0 OMMENTS: Date: LI-d7 roved per applicable codes. Corrections required prior to approval. f x.8.00 REINSPECTION FE REQUIRED. P to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal to sechedule reinspection. Receipt No.: 'Date: Project: -- V / ll t, /X / J/ir' (' Type of Inspection:, � v --'-' 2 " U v v /'/l Address: / / yys ieg »'L s Date Called: Special Instructions: Date Wanted: / — 4/-- 0 7 P.m Requester: Phone No: yz . - 2VG -L2_i5 INSPECTION RECORD Retain a copy with permit INSPE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 COML'ENTS: 00 REINSPECTION FEE QUIRED. Prigfto inspection, fee mtfst be d at 6300 Southcenter Blv , Suite 100. Call to sechedule reinspection. RecVpt No.: Date: Approved per applicable codes. Corrections required prior to approval. Project: Ld7�, 'Type of Inspection: \.. . SD/ C/. l6Li /'%orii, Date Called. -- �r,� Address: /yy /C- 99sR_S. Special Instructions: - . !/ Date Wanted: / /2- 7i� —cC� P.m. Requester:,. _ � / Phone No: qz.S" z4 / -2»5 INSPECT* WHO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0Approved p rappU4able codes. i p COMMENTS, Z) /kv y 8 t 117 pitid 27 1,--►..eiti �t ry(4.41/ 5h,, & i. �, .iu /5 p - / / • ; 4 X4, 1. reir! //S INSPECTION RECORD Retain a copy with permit (206)431-36 Corrections required prior to approval. F4, Inspector: IDate: ri $58.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: /DEA /4 L7 fin?. Type of Inspection: /VOW3 / Date Called: Address: / % 1/41 P4 5 Special Instructions: Date Wan ed'-7 / L"Z P.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. COMMENTS: y / 4f ,i 5 N1* 9 ve I- `t n/daurs W-4 S A- IV 6 i4- . Ins* r. ' M E Prior to inspection, fee must be Date ' 7 O O 40 I ❑ 5 .00 REINSPECTI E REQUIRE . paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: /' INSPECTION RECORD Retain a copy with permit (206)411 -3 Corrections required prior to approval. COMMENTS: ,2d P. 0 it4 ivf4 /LA 'JO pi ,NPhititir Address: V' /' 4 hn re,/ t 4, — lifte✓e! / Date Called: Special Instructions: Date Wanted: 0 2 - - 20 U 6. ..m. Requester: )1/01 JV4 - Pr 61 7 /e5 S - /4A-iv r 40 / ✓- eibizf Gf ,.✓S/fPfsJstJ --t o v#7 o✓ 1 rf / A f t-t.fr--7 /l/( 1 I'3iQ Wt.- /vS /dul ■ Project: be n/ 9Li ,2d P. Type o Inspection: Gr/9 // IwS1 /L A7i0 Address: V' /' 4 at Date Called: Special Instructions: Date Wanted: 0 2 - - 20 U 6. ..m. Requester: Phone No: 17 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206)431 -36x0 pproved per applicable codes. El Corrections required prior to approval. REINSPECTIO FEE RE Date: i Z --to - 4 00 QUI&'ED. Prior to inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: Project: Project: T Ai& PrRlirS Type of Inspection: Type /i79.11 /A/o Address: /fl /5 %P. A s /VT- Date Called: z Special Instructions: Date Wanted: /2- z&- o G P.m. Requester: Phone No: 4 /2 5- .24/G- 22 /5 /C INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Date: f IZ ( 1 I specs Y ''" 00 REIN SPECTI N FEE RE UIRED. Prior to inspection, fee must be Approved per applicable codes. Corrections required prior to approval. paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: CENTS: y. //J/ ; ' cle ;44. O YQu k zi h� J /h , O./�to0ta -n c ,,r.oT C'vi,?; _. a Date ,, r ✓� pT0✓> �v' A / /71";,o 7`ivP /C - pii r!'/ lil -° � /vim j tO� . 0 X l U /nni t- `r o ✓�.(J? // Date Wanted: � / � hi �.. Type o 1 section: o � ,, ti , _. a Date Called: Sp- cial Instructions: Date Wanted: � / � p.m. • equeste : Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwi a, WA 98188 t Approved per applicable codes. [Inspector: 58.00 REIN paid at 63 I Reckipt No.: INSPECTION RECORD Retain a copy with permit ,a6-130 Date: /2 — / 2 / 04 Corrections required prior to approval. ION FEE REQUIRED. Prior to inspection, fee must be outhcenter Blvd., Suite 100. Call to sechedule reinspection. Date: f Project: v4 / f L 7 ?Po2. fr,f S 'Type of Inspection: Z) Address: / rV /s //P '/ C Date Called: Special Instructions: Date Wanted: am / . — /2 — 1 • Requester: Phone No: q; S —.1 5/6-22/S" INSPECTION O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- Ei Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 00 ‘ PERMIT NO. Corrections required prior to approval. COMMENTS: 6 ) S) s Ar en At. ,/dam.,/ 1 $58. EINSPECTION FEE RE4UIRED. Prior inspection, fee must be pat 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: _a 1/ // / %U/ I e / �,y-YA 2 y . /)J7 6 �- ' , 74 f/ � 2 t AVnjP joie( Tur N4' ` i vlry 69 knit 2 q ,v('/ 1 adrn , r'1 13F'rn ,n14) sMv ,, -0 ziy Pas,T/u, ( et,v4Jrtyll 9 F /671 R r9 e /ft- z A./6/ r /,..vv PLA .c✓ /2n-, TO A/AIIIS At A orIt1tr' N/fcled . P151 i i r nmyx e°7W 40,1 7,D Arivy, p eJ1Z�i. I, f}- // F /Fir D , ( wild A .tn'in, 11 / e I Z+/ *7F (Mil ri?ni/ Project: ,Ut4JaL/ ,, ?dPfin( 5 Type of Inspection: " 6 6 FRAM Address: ' / ydl!5 9A / 5 Date Called: Special Instructions: Date Wanted: /,Z- /2- O L a.m. p.m. Requester: Phone No: 1 125 - 2 /6-22/ 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. Corrections required prior to approval. 1 kaG /30 PERMIT NO. (206)431.3 I Date: 12 — A .• d . .Li 00 REINSPEC ION .S E REQUIRED. or to inspection, fee must be d at 6300 Southcenter Blvd., Suit 0. Call to sechedule reinspection. Receipt No.: Date: Projgc a ` y� \ ! l Type of ttlsp do \ ,� /� Address : � ` . / � 5 y p AL S - 1 Date ed / Special Instructions: Date W ted: 2— )7._ Requester: Phone No: COMMENTS: /3 /n" G ir it-- 2 Ged /Af.Ad A.; ( {AV /1/,' o D s -74 u / &e nVA/ i%Ini j 9 5 rit 5'/ , 5 it /fll/ -/o 'r/r°i 0 r) ft//(/•n f e el f Co 4/,/ PA/ri by' 11PP S ftyr rr^ -05 7 A fief /,uC. P4irFF/j /has-/ -/o e Ida-, Qa.44/ioks Ins ctor: J /1A,,.A, Date: /2 - / Z - d �- / INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. 1) / 30 pt ' Corrections required prior to approval. 1 PERMIT NO. INSPECTION RECORD Retain a copy with permit $58.00 REINSPECT ION FEE REQI) D. Prior to inspection, fee must be ' - -paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. !Receipt No.: Date: Project: ,074/44/ PP /7/R /F5 Type of Inspection: F2FIm/A/ G ■ Address: /yy /5 ytl i 5 Date Called: Special Instructions: Date Wanted: /A — b —06. p.m- Requester: Phope No: '% 5 -27Y- 622/ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTIO O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 5/' Corrections required prior to approval. COMMENTS: )1J/) )9 / i s r� 2 ,i v, j ."-1 aS 0 $58 r e REINSPECTION FEE R QUIRED. ' 'or to inspection, fee must be pai t 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: ' .. Proj GGIG / 1' �� Ad r est' / //r 97 571 G Date Called: Special Instructions: Date Wanted: �.{ //— o c —r zo p.m. Requester: Phone No: 2 INSt'ECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #10Q, Tukwila, WA 98188 W613 PERM (206)431 -36 proved per applicable codes. Corrections required prior to approval. lo COMMENTS: Pr? al Date: rJ $58.00 R • ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: Proj vc Add A 10V' /9,7,0,,A, r . y) S /}�' /is— * PL £- D Called: " Special Instructions: - Date Wanted: p / / / -ties a.m. p•m. Requester: Phone No: // INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #10Q, Tukwila, WA 98188 g1 COMMENTS: 6 &t t' �. K I Date) fr Gy proved per applicable codes. Inspec. ,,./ / ■ $58.00 REINSP ° I • N FEE REQUIRED. Prior to inspection, fee must be paid at 631 I • uthcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. / COMMENTS: Type of Inspection: 40 f n s4 /: Ad r ss: y ,s *i�.�' , S v j Date Calle ---__ Special Instructions: Date Wanted: /0 z7 — � Requester: 04 Grp— —7 A/474 i 6 5L'/ �]/� ci 27 plv0" �S4i./l CO 7 / / . te ! do f i / 4% .hum �.:. _; • „ „.. -- may`' , :. Project: ek74 4/z Type of Inspection: 40 f n s4 /: Ad r ss: y ,s *i�.�' , S v j Date Calle ---__ Special Instructions: Date Wanted: /0 z7 — � Requester: Phone No: INSPECTION RECORD Retain a copy with permit CnON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 Inspector, ,r" proved per applicable codes. El Corrections required prior to approval. Date/ 07 7_ ot $58.00 REIN :410N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: Project ,32 /1 /. /OMMENTS: L //,s 1 er "ir /� f L CDU/ -, ///J /Iii Gist in f' 7 ,:r fri al ph /4ior/4 t4 reg,iiw ,/ ./i 0 y1 40 Y� , /,'ie� , '7 t- losfi//lirt7 • h0 ""." -� !/ / ✓a1 /d✓ A a �irjf�/ Al2J ' 4444/ __te�a 74/4 i,tTo t''&e /. /in4 c.- e /!,`thn ). c p it ie r� '- 7 ri,! " / '3 / nal y+' rs v # /h trine rr a t/ s./l %v-r f v p ... > f /4/7 i_ l��os nne pir Afire i'er re COd row-r /{•rG� hor/i „l d/ I�7�✓G. �f pr1v5v, e 4" J`� Y.7 r H� /pre r r-, ter 7y✓ fra/J S . -'. Project ,32 /1 /. //J) ' / i Ty car lrtipectkier" • f -",�, 77,1 C �LL� e • h0 ""." -� Add ess: i7' (/S / c Date Called: Special Instructions: - Date Wanted: �/ /0— 2 -7Z"ih a.m m . Requester: Phone No: IN N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila ,,W/1 9. 188 I2Oy)4 - Approved per applicable codes. INSPECTION RECORD Retain a copy with permit a korrections required prior to approval. $58.00 JE(NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: Project; l o t ow09-Zi ?a/iv/ Type of Inspectio_ni 1,0 (We& --arele Address: /5/Vis' iieg iaz 5 Date Called: Special Instructions: Date Wanted: /0-/S 6, Requester: Phone No: 4a5---2 ger2.2 /5 Approved Approved per applicable codes. orrections required prior to approval. COMMENTS: ...,..c. $ 1 .....---- 8 INSPECTION NO. tor: nsp E !Receipt No.: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 Date.> 0 16(06 -/36 PERMIT NO. 58.00 REIRSPECTIO FEE REQU ED. Prior to inspection, fee must be aid at 6300 Southce ter Bivd., uite 100. Call to sechedule reinspection. IDate: Project' / Type of Inspection: es. .. , i_ Ad.ress: /WI / r ." tie 1 Date Caile• : Special Instructions: ' Date Wanted: Requester: Phone No: INSPECTION NO. CITY'OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTI9N RECORD Retain a copy with permit r m — 13 0 (206)431-36 COMMENTS: Corrections required prior to approval. I / /IA Date 0 $58. REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: Project: Mt,/ 6i7 - Type of Inspection: 2 2 fr Addr zy/5-g1,-7 —5 Date Called: Spl y ns ia I ructions: Cate Wanted: aCn. /0-7-04 p.m. Requester: 4 Phone No: 4/1S-2.-r� -2 . 7 /V COMMENTS: bit-1 1 t- i ift z rz-, J,, fe - rile_ 4 . /V ' 41-7.4 . /../ 60 /..t.s 4 » M / er./...- 2 -. eiL, /c4; •-•/ .. ---- - ../ -,/ 1 Inspect° PirV I 11 EE REQUIRED. Prior to inspection, fee must be 1- $58.0 EINSPECTION --" -- `"trs r INSPEION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367 0 Approved per applicable codes. 0 Corrections required prior to approval. Receipt No.: 'Date: Project: DMA 1/"' 2 Type of Inspection: o0 R ;.4 WI W A t I i Address: IWU K Hg> n I s Date Called: 0 03 106 Date Wanted: ` PIA Special Instructions: Requester: Phone No: lin ,2,14 to 22.14 A pproved per applicable codes. Corrections required prior to approval. COMMENTS: 0 IC —4 n - ((A _c e INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -36 Inspector: 1/ t \ / I / Date: O c / oc, {/ Y n ti LJ $58.00 EINSPECTION FEE REQUIRED. Prior to inspectio , fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: 1)EN.'n / Ago Pero ES Type of Inspection: • /A 7 P7AAO Date Called: . Address: /yam /s 61 Pi S Special Instructions: Date Wanted: /O -3 —O G Cant: p.m. Requester: .. M Phone No: 1 125 - 25rG - 2_21.5 .- COMMENTS: \ 54 /J /�� Z n _ d �Y� /��, - ' _ ' 40.0. i / .. M 3 i T_ S M, S s.c�l 30 Sr /I f . 4*f ao ,ills ao „J._ LAn, // / /til• // - S r Y..- rr Al ii � � .- Inspector: J Date: 0- inspection, fee must be to sechedule reinspection. 5 8.00 REINSPECTIO EE REQUIRED. Prior to aid at 6300 Southcenter Blvd., Suite 100. Call Receipt No.: (Date: t INSPECT NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit, CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P (2 r . )431 Corrections required prior to approval. Pro t: n / f� /d� / Type of Ins ection: \ A 2w- e f 41,o )t J / ,/e4/! 7 987-11 S Date Called: Special Instructions: Date Wanted: a.m Requester: Phon No: Ves 8 4 77g / COMMENTS: *CITYe Sir .4/05 in N:57 /yr GMs7 (fE an S77 i±f'f spec INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. 58.00 REINSPECT' t3♦J FEE REQUIRE Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 4QO. Call to sechedule reinspection. 'Receipt No.: 'Date: Project: die A1 4L, Pra peril c s Type inspection: MOT/ At C, / S 96 / 4- S Date Called: Special Instructions: 45 Y — " Date Wanted: G 9 —e 7 Reque Pho a No: 'iL� vG 9 1 7c' Approved per applicable codes. Corrections required ` C ` OMMENTS: prior to approval. 0 e fuA,-ty s$ A 2.kr, ,.v A e . . 45 Y — " ✓ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ceipt No.: INSPECTION RECORD Retain a copy with permit .00 REINSPECTION FE REQUIRED. Prior to Inspection, fee must be d at 6300 Southcenter Bl d., Suite 100. Call to sechedule reinspection. 'Date: (206) 31-3670 Date 9_d6 Pr ect: P A1fk'1 t�t�t��r Type of In56�ction: r t r 1'' �c /C� AtO Address: 14 a°, h Date Called: Special Instructions: - Date IN ted: 2 4 -- ©G a Ism. Requester: Phone No: .Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3 Corrections required prior to approval. COMMENTS: —c� Earp --Ct∎ - mot 58.00 REINSPECTIO FEE REQUIRED. Prior inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Ca l to sechedule reinspection. Receipt No.: 'Date: Pr ect: s � ")ets Lt ?ropof4iPS t Type of Inspection ,� AN Re,M�e � j Ioe W C Address' t( j 4 BPI S Date Called: Special Instructions: Date Wanted: .7 ZC.--OLo p.m. Requester: Phone io:Z q ac-' ^ r / INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 El Corrections required prior to approval. COMMENTS: S + I,.lA✓f —310 V Piet-NIA] ..e•Ifr Date: - 2- 2G— O4 .00 REINSPECTION FE REQUIRED. Prto+to inspection, fee must be id at 6300 Southcenter lvd., Suite 100. Ball to sechedule reinspection. Receipt No.: (Date: COMMENTS: h r1 Address: lot /99/5 W PL S a Date Called: 31241n3 t. tr Date Wanted: 3 7Vol JiA 1 V v-t 5-°-k b p.m. Requester: FDDIE '41131 \ -7 .Cvt 4 tt R (� g 1 4 - 2,4c) - v -- '< ProjecC:_r M7y Au_ s P&J h r1 Address: lot /99/5 W PL S a Date Called: 31241n3 Special Instructions: /� Y Art- HAL �7p y 1 U� �, [ l ., re_-) 1 u51 Iw Date Wanted: 3 7Vol a.m. p.m. Requester: FDDIE Phone No: JNvs) - 7-66, - 47'ik 555 Tt go INSPECTION RECORD Retain a copy with permit INSPECTION 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. Inspector: 1 ( Date: V ITC 9 1A6 - /3 0 PERMIT NO. ri $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: oject: 0 . l' 4AL Typ- • nspection: A.dd/ yy /LL �� e '' s/ T�/(( i {���// 4-e l s Y Da - Ca ed: 7 ^ ((� Spedial Date Wanted: lo(p a,(n. i b jq 0ta 'Requester: n Pho R7 / ay4(lp ......z45., '� Lt 50 INSPECTION N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. COMMENTS: T OA Ltd- iIldf.- -h► S o CfAt 6k ,5 I ' Sclnc Inspector: INSPECTION RECORD Retain a copy with permit PERMIT NO. Corrections required prior to approval. 64 (Date: s w0, 0 $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: Pr ect: 1 w ?, v QAAp!4f Type of Inspection: FL)6 O A Address: Date Called: '� ( l !mil Special Instructions: Date Wanted 10 9 e a.m. P.M. Requester: / 1( NC, 72 /5 Phone o: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 7)o f 5 ° PERMIT NO. (206)431-3670 Approved per applicable codes. COMMENTS: C't' 1k' w/ lA(o tfr. fr .(i G� ���ll c SA.l S1 4L Inspector: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: CI Corrections required prior to approval. 4a Date: LI Ole Date: COMMENTS: Sprinklers: /`-' Fire Alarm: ij Type of Inspection: ifa-c. f 1 p 4(_ Address: /OH-- 5— Suite #: N y r L Mw frr-9S Contact Person: P'i-e_e_ ; R ?G�.11� � �CP `- Mirl)ie hor)ri)n)— -Co e '(� l�l � 1 CC C r1A251 NAl. A«Pss -rn Easy hat)( noo-N) Projct: / ` de is . A L Sprinklers: /`-' Fire Alarm: ij Type of Inspection: ifa-c. f 1 p 4(_ Address: /OH-- 5— Suite #: N y r el S Contact Person: P'i-e_e_ ; Special Instructions: Phone No.: -Needs Shift Inspection: ,v Sprinklers: /`-' Fire Alarm: ij Hood & Duct: /✓ Monitor: iJ" Pre -Fire: Permits: ti Occupancy Type: INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa.. 98188 206- 575 -4407 CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. INSPECTION RECORD Retain a copy with permit noL /30 PERMIT NUMBERS Corrections required prior to approval. Inspector: S / Date: y/5-1/4 V7 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: D �aL» A o pe rt. * S Type of Inspection: F- / .l Address: /y--//r 51 PL. S Suite #: Contact Person: ...5 -/./- e4,er,<S Special Instructions: Phone No.: %ZS 2 v6 - Z z- /S Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: a INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 004 - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 A pproved per applicable codes. n Corrections required prior to approval. COMMENTS: ■ i 1 0 • Inspector: 5 C S/S Date: 5 /7 /o Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 t 9s1 All persons engaged in doing or causing work to be done are hereby orde(ed to forthwith STOP WORK, pertaining'to construction, alterations or repairs. these prel.ises. Chapter 16.04 Tukwila Municipal Code. �o ateaat; 51 cm( i,n rten DEPARTMENT OF C MMEJNITY DEVELOPMENT BUILDING D.SI_QN 6300 Southcent r6�' 1lWld., Site 100 Tukwila, Washingto 188 Tel: ( ;06141 =3670 Request for Action No. NOTICE '& ORD \ri :- ., ' 7 CORRECT N Apply for a buildingpermit within 15 days of this notice. Remove illegal construction within 15 days of this notice & call fi Discontinue use of structure or portion thereof Vacate building and secure against entry. ' 5 , . t .� �� } ► t N � I�t. t.�-)c r 1. �.,.. -s • . - w YO$TED. 'C1 (A.l j1 / P.M. 2- 4° 20oLG • BY Po 6- zt 1 S9 t-t k kr CODE OFFICIAL is DO NOT REMOVE THIS NOTICE. 3VAf NVING It is unlawful to remove'tbis notice. Failure to comply with the tequiremcnts of this or to cease activity T ~ shall lbbjeet the offender to a Civil Infraction' Citation. Each civil infraction sbgll carry with it a Monetary penal f $100.00 for the Molar, !, 3175.00 for a second violation of the same nature or a contitalifig violation, and 5250.00 for a third bsequent thnsame nature or a continuing violation. Chapter 8.45, Tdkwila Municipal Code Trio IL2 X7 3 s (1441.1.1 ( w �►.� A . toy' {r- rleeit.rr`t t �� tt.' Ad { Ar r _ L° faonlr MITCHELL ENGINEERING INC. g •Hk►4==i r 2 , sicaw►l1' AIL 000- 004.4 / 5 ►rT T- { L C3) "T'tgs Alt 4914 s kit1244 14 ►3/4J/47 WthAL.15s. I,v Do or K W cT Ae bisitC.T BY Gate: Permit No. PREPARED BY DATE "A Xo Plan review approval Is subACt to entre ano Approval c co nsrucycn the violation cP cny accepted o (bits nOt of approved Fief Copy and tlorls' 7 PROJECT 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 rhPir 14:4401 - tc. el o, a TVISION.N0,2_ t.,A,.: 4 Jb- t74 SUBJECT 15 `s' 4 rtOFrr SHEET NO ` OF JOB NO © fv j�o COMMENTS: 2, � oral 1 � _� -v N - 'a . // 5-4 rr��f w. / /rry � ' on nn i i„ia / er/ X41 7 /ra'Fn .,C - 4f/r//,-.",,,f7 Date Called: ,/%i' ; 4 M., pink d.!/ 0<a/en Special Instructions: — r / / -. it iC . . / ii P.M. Requester: / 4.1. 4 CV /h.tinee4 -i 5 rain , Y � Project• J C' /, /i ' Tcrp6ierla3tpecttob:a ( f `("i C.C - e'< /r= i7 4:1 /� Address: t-f9/S C Date Called: Special Instructions: — Dace Wanted: -7 -y /C/ � 2 7 a.m P.M. Requester: Phone No: NOV -03 -06 03:58PM FROM- ARCHITECTS NORTHWEST CITY OF TUKWILA BUILDING DIVISION 0 Approved per applicable codes. Inspect INSPECTION RECORD Retain a copy with permit I D7 O`Z 7 s e c PERMIT N0. 6300 Southcenter Blvd., #100, Tukwila,,Wy4 9. 188 , - J,2tJ)a31.3570 c orrections required prior co approval. $58.00 $EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: E;-q¢�-r)w ct-rT 4254876585 (` 2 .5) 2- - 2z-t5 T -517 8.002/002 F -004 cal l \ES pyLlaAjit / al * b(odb 3 Mr-1 4 of - b ksto (S / ow) MITCHELL ENGINEERING INC. im PREPARED BY /1 / DATE // M -� -s11�111'�Il��[! 174-3 P F .11sr 7 % Divab 1�1� i`� - 7 I-5T4. wJALL J -{dr£5 PrLL. irag=1 wcocl coqt.4o J 1--Arits . DirL • STF bl4 H---, w TZ I'*. I �I rrmi L 094 sAktrz. t141044 �r�lS�Ti c Jc4 TL - 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 -i3 PROJECT SHEET NO OF SUBJECT JOB NO. 4:62 MITCHELL ENGINEERING INC. PREPARED BY DATE SST P aA - &/74.3 5U1A - WAIL 1 � feAM-1 etppiellvi4 stk.. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 PROJECT_ SHEET NO OF C2 -- 3¢L SUBJECT JOB NO. MITCHELL ENGINEERING INC. 04114 67144 As P 1471 02)- S;;J Fr—oto PROJECT 14/1743 SUBJECT 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 SHEET NO OP` JOB NO. ©G 3440 • • MITCHELL ENGINEERING INC. of : 31-SI a- 2 ,45 THESE CALCULATIONS ARE COPYRIGHTED AND MAY NOT BE COPIED WITHOUT THE WRITTEN PERMISSION OF MUCHELLEN3INEERNO, INC. USE OF THESE CALCUATONS IS LIMITED TO A SPECIFIC PROJECT FOR PERSONS NAMED HEREON FOR THE CONSTRUCTION OF ONE BUIILDING. ANY OTHER USE OR REUSE IS STRICTLY PROHIB- ITED WITHOUT THE WRITTEN CONSENT FROM MITCHELL ENGINEFRNG, INC. •••■••4 ME N ` Permit No. S4 2 .. r ! ¢ 5 Lar-4451:4e- Goic,A2 1*/. - /4.4 'at 3 = /g.72 1 /411, ,7 2 s t �Z X 41 &15t't1•172 -- _kolore 5ito-tit tL J/ q ► !- WWW L . 1175 o s7', 2 s4a) -1 b, MIZs- 150244 ,t jtf= . _ 5`4 D J4 L� eeraaii_a I P0Jcra' L0T 4 2 or r' tr 41- Lol - a4cA' tigrthL,A, Alelk PROJECT SUBJECT /11114 1/7 4 ;A24- , 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 REVIEWED FOR CODE COMPLIANCE Ar nnn Icn JUL 1 7;2006 FIQLDTNr nivISION CITY OF TUKWILA APR :12 2006 -- -' PERMIT CENTER OF 25 coo, 7 FAW -sizt f 2cw/s /4t/o 4 ii75 G24X Aurae 2a 2 f2>3 /z £i z 1 1 t 1 M St EMIR 14 aTs4,L. 4 ( % &AI- JJcJA77.J tMJ l ri! 1 ' gI 743- 4j hor -341/4 Azz- 774 Ae-L TY& L- LI 4T , tt. Sic/jt /A,S G Ti - 511 /iNk y✓. 14--/Ai• =! lifte— tog. YAW Sit Aecligkr / at 7 '4J 1 42,4 4 /743 — 414 $4242- A,hr Vat ff44 16 1-' f2r -/i, f .1 1743— figici 0 0-344a .1 3/ 44/k 4Tw, a t 4- awe. MITCHELL ENGINEERING INC. L47ig4L rag C -fl 4A wn►id : 95 = ?,Tw f e53o E • 6A9Ae. V J i 1'__ — 2. LA t'b -rAsla FAcf 4- — v. t )z Post1a-- - DATE �sat� Z -1 m .k FA t Gr (re:I.o )) iJ e 4MM�4P (1.2) PA 0 I SfiacTigAL A c(...4LswA jc -J b St =D'5 �T¢.4 r C 4 14 v t-114. 19 ! o: A��SIS PREPARED BY �5= 1 125 l -0 Coe Fr. ths 4 Sol . reara t- i] 1l_ I.27 oL bT J4 ^ r 5f5TE -' 011 C5 t ? a� - " Fi tc i Er — I_o ,1l.2E 1,25 7S = 0 = o.1s . 71 x.25= 0.253 ,4015= 050 Vi 45a - (.2 o, 33/0:5 X1 743 0 15 PROJECT SHEET NO. yw SUBJECT JOB NO. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 MITCHELL ENGINEERING INC. ak►!A►,J aA 4 . aed. rtu- I ,Cz WINA \/s= ( -e l- C.1(40 = Il. 7- 52 7 4 11 7-.544a* -- , 3co'� ,/5 - '5.24 Fr-14 4.2— JI-I AA liaq -14c..44. G arr 24124419 24 CT'? teAll 2°2 ttr 510914ta co.iircatis laa 4,1-$ [ -44 r fUr,W 6 ,1 5541. f4 =.i b55 ,-*/ 12a ?i di/.1J I g- '24 1 0. Matt' 12 � , = 714W 3� 355" {-Igor b ` 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 VAIWA,d- 27‘ //#41:1,) —aG4 arty- ?frt o PROJECT / " 43 SHEET NO OF _ c.YD3¢[o SUBJECT JOB NO MITCHELL ENGINEERING INC. with ,S m GaAs TEA t rae '4 - /J 7 2� '= 3146 1/601-1:9530.,-19-4 c- 3710 �; '= 44-7-/It 214k 4 A - 374 /1: 44 4-40fl,4 :, '- .21744 Rd a y 2= - 3 .� 374-a 1-J40074 /o 1 a 534 - ' 445 1°• 2 Q4 `D e ,% 1 -3Lt -S34'12. f2GT PROJECT di 743 SUBJECT 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 SHEET NO _ 77 OF _ JOB NO co - 514- SHEAR WALL SCHEDULE NAIL SPACING - • SHEAR MALL NAIL TOP/BOTTOM ELOGKIN6 NEM -FIR 62 0E514/NATION SIZE OSC5 STUDS PLATE REQUIRED GIFT. 62-4 60 4' 4" 4" NO 250 _r1-6 8d 6• 12" 6" YES 210 PI-4 bd 4" l2' 4" YES 510 PI-9 8d 5" 12" 5' YES '400 % JJIL21f1 H - 11C 'It ARD TWO SIDES. PI- 146 A.PA. RATED PLYWOOD OR ORIENTATE/7 STRAND BOARD (0.55) ON ONE SIDE OF WALL. P2- 7A6 APA. RATED PLYWOOD OR ORIENTATED STRAND BOARD (053) ON EACH SIDE OF WALL. 2. FOR PISS 4 P2-5 SHEAR WALLS USE Sx STUDS AT ADJOINING, PANEL EDGES. Ike 1t_2 . $. NAILS SHALL BE bd C.0144ON (0.131' DIAMETER) 4. MERE PLYWOOD 18 2 SIDES OF WALL JD� SHALL FALL ON SEPERATE STUDS EACH SIDE fi•2 5. ALL PANEL EDGES /BLOCK Nap NCH NOMINAL FRAMING FOR P1-6 4 PI-4 SHEAR WALLS, PI-5 AND P2-5 SMEAR WALLS REWIRE 8x PRATING MFRS AT PANEL EDGES. INSTALL PANELS EITHER OR VERTICALLY HORIZONTALLY FOR PLYWOOD OR APA. FATED SHEATHING, GYPlU 1 SHEAR WALLS SHALL BE INSTALLED WITH THE SHEETS RUNNING HORIZONTALLY. SPACE NAILS a 12 INCHES ON CENTER 6 INTERMEDIATE SUPPORTS. _ 6. 5/b' DIANA ANCHOR BOLTS 'SHALL BE 10 INCHES LONG SPACED A MAXIMUM OF 24 INCHES ON MUM S/4' DIAMETER ANCHOR BOLTS SHALL 5E 12 INCHES LONG SPACED A MAXIMUM or 24 INCHES ON CENTER. PLATE WASHERS ON ANCHOR DOLTS SHALL DE 2x2x3/I6' U.NLO. POWERS TO BE GALVANIZED OR STAINS STEEL. 1. ER TO TI a FOR ANCHOR BOLT SIZES, SPACING,, PLATES ATES NAILI 6: AT PI-S 4 -5 SHEAR With AT ADJOINING PANEL EDGES AND MUD -SILLS NAILING SHALL 5E 5TA66i:RED.PER FOOTNOTE (U OF IBC TABLE 2306.4.1 4. I PLYWOOD 18 INSTALLED ON BOTH SIDES OF WALL PLYWOOD JOINTS SHALL FALL. 014 5 PERATE STUDS EACH SIDE 05/05/2006 15:46 4257475403 MITCHELL ENGINEERING PAGE 02 STRUCTURAL NOTES CODE DESIGN 15 IN ACCORDANCE WITH THE 2005 INTERNATIONAL BUILDING CODE (Inc.)! INTERNATIONAL RESIDENTIAL CODE (IRO) AS AMENDED at THE LOCAL BUILDING DEPARTMENT. LIVE LOADS LATERAL G O WIND— ----EXPOSURE MPH SEISMIC ---- —PER DESIGN GATA/ORY D ( PER DESIGN GATAGORY 02 ( EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 1500 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1 BELOW ADJACENT EXTERIOR FINISHED GRADE. CAST -IN -PLACE CONCRETE Pa ■ 5p00 P51 • 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6 -3/4 GALLONS OF WATER PER 44* SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED TOTAL AIR ENTRAINMENT SHALL NOT SE LESS THAN 5 PERCENT OR MORE THAN 1 PERCENT. MAXIMUM SIZED AGGREGATES 15 I -1/2 INCHES. MAXIMUM SLUMP 15 4 INCHES. ALL REINFORCING STEEL DOWELS ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO 5E 5/8 INCH DIAMETER WITH 1 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER UNLESS NOTED OTtERW15E ON 171E PLANS. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 6 INCHES OF EACH END OF THE SILL PLATE. STRUCTURAL TIMBER ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUM15ER, LATEST EDITION. PROVIDE GUT HASHERS UNDER ALL 14115 AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE FASTENERS INSTALLED IN PRESERVATIVE TREATED WOOD SHALL SE HOT- DIPPED GALVANIZED Pu ERG. SECTION 8314.3. NAILING SMALL CONFORM WITH I.R.G. TABLE 8602.3(1) 4 R802.10 OR Lac.. TABLE 2304.4.1 ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELONL 2X STUDS ITEM -FIR *2 Fb • 850 PSI 2X FLOOR Z ROOF JOIST ItM -FIR *2 Fb ■ 650 P5I 4X BEAMS DOUG- FIR/LARGH *2 Fb s 615 PSI 6X BEAMS DOUG- FIR/LARCH *2 Fb ■ 850 P51 COLUMNS DOUG- FIR/LARCH *2 Pb is 615 P51 LUMBER NOT NOTED DOUG- FIR/LARCH *2 Fb • 850 P51 MI HANGERS TO BE SIMPSON OR APPROVED EQUAL ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A -30T ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 1 INCHES OF EMBEDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH 1.B.G. SCHEDULE. 16d COMMON NAIL DIAMETER - ( 0.162 INCH ). LAMINATED STUDS SHALL BE NAILED W/ (2) ROWS Ibd COMMON NAILS • 6° O.G. FLOOR SHEATHING SHEATHING SHALL BE 5/4 INCH TONGUE 4 GROOVE, APA RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH IOd COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES < 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND TIE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING GF ATHING SHALL BE 7/16' APA. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. WALL SHEATHING SHEATHING SHALL BE 7/I6' APA. RATED SHEATHING. SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHL• ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON TIC DRAWINGS. PRE - MANUFACTURED ROOF TRUSSES TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS-FIR/LARCH OR HEM -FIR. TIZEG MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. SUBMIT TRUSS SHOP DRAWINGS TO MITCHELL ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OF THE TRUSSES. SPECIAL COND ITIONS THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS 114 THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED THE CONTRACTOR SHALL VERIFY 5IM AND LOCATION OF ALL OPENINGS IN THE FLOOR ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS 140T SHOWN. 4' :40,oicPk F4 g57 514A.LEl� FRAMING t FOUNDATION DIMENSION SHEAR U W LL PER PLAN FINISH PER ELEVATION OVER 15 LB. BUILDING PAPER OVER SHEATHING PER PLAN Z - FLASHING WOOD TRIM OPTIONAL rm . MIN. iAIOOD TO &RAD E .. •III.. (I) *4 BAR CONT. MAX '-•-•:iFf. BELOW TOP OF FND. WALL' Tel • y ' / /' / / / /''/ ' L' I ' TIGHTLINE \ \ \/ \ • \ ,• j, • STORM DRAIN /� n IF REQUIRED' 4 4" DIA PERF. / 1,4"2, Ir S" '1 ,4 "k FOUNDATION DRAIN � 8" GARAGE PHD. NALL 2x STUDS PER PLAN — MUDSILL / A. BOLTS PER FOUNDATION PLAN CAD Details / MITCHELL / Slab on Grade / J. 8 inch garage fnd 4" GONG. SLAB OVER 6 MIL. BLACK V. B. OVER 4" GRANULAR FILL /\\ / BAR \ VERTICAL ® IC" o.G. ��t HORIZONTAL # L1' O G. (2) *4 BAR CONTINUOUS SCALE : I" = I' -O" 4!! DOUBLE TOP PLATE 8d NAILS 3" O.G. TO EACH TOP FL SHEAR WALL PER PLAN it SCHEDULE SIMPSON STH0I4 HOLDOWN w/ (32) 16d NAILS 8" THICK STEM WALL #4 ® 10" O.G. HORIZONTAL v 1. pst 4 D 1l 'y. 1e• it • * .. •IL7 =S 3 ROWS 8d ® 3" O.G. PLYWOOD TO BEAM 8d ® 3" O.G. 3x STUDS SHEAR PANEL @ GARAGE 2 EXTEND BEAM TO END OF SHEAR PANEL 1/16" PLYWOOD/ O.S.B. ( ONE SOLID PANEL ) 3+ TREATED PLATE w/ (2,43/4"0x12" ANCHOR BOLTS la se- 4 i Ja 1..u, -0 . 1'un ' • 1 ..11. 1. • 1 (4) VERTICAL k114 It Ver.-1r •'.1 :ii'1'. S.0 .6. LL t C kxavga 1' • Ih 1 11 • 1 X11 ' 1 II: a • .. .A: •.• II I.' 11. " . 1 it ' 1• . 11 • 11 1 x ;; 7 - 1 = Jl ; 11.'ll II' 11• CAD Details / MITCHELL / Lateral Restraint / D. lateral restraint panel „ SCALE : 1/2" = I'-O" I!2 MITCHELL ENGINEERING INC. PREPARED BY PROJECT SUBJECT DtrAt{ L 46 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 743 _L3 SHEET NO. OF — JOB NO Cr—a -34441 " " 4- FRAMING 4 FOUNDATION DIMENSION SHEAR DU PER PLAN FINISH PER ELEVATION OVER I 15 LB. BUILDING PAPER OVER SHEATHING PER PLAN I6d m 4" O.G. Z - FLASHING WOOD TRIM OPTIONAL I6d TOE -NAIL 0 6" O.G. 8" MIN L (I) *4 BAR CONT MAX. 6" BELOW TOP OF FND WALL w b m in � m d� • 3" GLR. 4" DIA PERF. FOUNDATION DRAIN TI&HTLINE>% STORM /N, K / DRAIN IF REQUIRED O 8" FND. WALL • 1111 v�s fawmpastip PER osr2 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN r rr 3/4" T.46. PLYWOOD SUBFLOOR I GLUED 4 NAILED MUDSILL / A. BOLTS PER FOUNDATION PLAN 2¢'/ *4 BAR VERTICAL ® 16' -Ort. ▪ 4 HORIZONTAL ®- fby -�G. cry 6 MIL. BLACK V.B.` A : • ,./\ X\ /.\ X \ / ;(2) *4 BAR CONTINUOUS jr j. 8 4 L e7-/ , CAD Details / MITCHELL / Crawl Space / D. 8 inch fnd wall - parallel i 1 N SCALE : I" = ILO" X Zo FRAMIN6 4 FOUNDATION DIMENSION SHEAR PER PLAN FINISH PER ELEVATION OVER 15 LB. BUILDING PAPER OVER SHEATHING PER PLAN 16d ® 4" D.G. Z - FLASHING OD OPTIONAL IM 8" MIN. (1) *4 BAR GONT MAX. 6" BELOW TOP OF FND WALL v Noe TI6HTLINEN x � �U DRAIN �i, O m n IF RE4UI /A 3" CLR.. 4" DIA PERF. FOUNDATION DRAIN I I,I ► i ► iii ► i ► i i i ► i ► i ► i ► i i ► i ► i ► i ► i ►� FLR. JSTS. PER PLAN Ibd TOE -NAIL ® 6" O.G. 0 5" FND. Y4ALL .11 .. k 4 "k 8" k 4 "k CAD Details / MITCHELL / Crawl Space / B. 8 inch fnd wall 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN r 3/4" TAG. PLYWOOD SUBFLOOR 6LUED 4 NAILED MUDSILL / A. BOLTS PER FOUNDATION PLAN 2i " - a. 44 BAR VERTICAL ® W6.-64C. 4 HORIZONTAL ® ... 6 MIL. BLACK V. B. \ /, \ /. \ /, \ /.' (2) *4 BAR CONTINUOUS SCALE : I" = 1' -O" F z f dJ Wit! ►.I 'awe I�I FLR. J5T5. PER PLAN Ibd TOE -NAIL ® b" O.G. Z FL FRAMING S FOUNDATION DIMENSION E A v 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 5/4" T.462. PLYWOOD SUBFLOOR GLUED 4 NAILED MUDSILL / A. BOLTS PER FOUNDATION PLAN *4 $AR VERTICAL o 46 d HORIZONTAL ®. 3" CLR.1 vroc 2 10c- 6 MIL. BLACK V. B. Ir \ i\ i\ /0) *4 BAR CONT. 'MAX. 6" BELOW TOP \/ /OF FND WALL • \ / / \ 1t . (2) *4 BAR CONTINUOUS .. 4" * 8" J. 4" 8" FND. WALL @ GARAGE ,Th /Ella/ GSA c%T4= Fish:/- 5&L 43scd /& t °T ii4&/ CAD Details / MITCHELL / Crawl Space / I. 8 inch fnd wall @ garage S HEAR L PER PLAN 16d ® 4" O.G. - INSTALL 5 /5" TYPE 'X' G .W.B. Attiens 4" CONC. SLAB OVER 6 MIL. BLACK V.B. OVER 4" GRANULAR FILL SCALE : I" = I' -O" I SHEAR WALL PER PLAN d SCHEDULE FLOOR JOISTS PER PLAN SIMPSON HOLDOWN PER PLAN vi/ ALL NAIL HOLES FILLED w/ 16d COMMON NAILS cE OF EACH STUD DOUBLE STUD • HOLDOWN (MST) SINGLE STUD HOLDOWN (GS) YELL TO FLOOR - STRAP CAD Details / MITCHELL / Wall to Wall / M. wall to floor - strap NO SCALE 1/7 DOUBLE STUD ® SHEAR WALL PER PLAN HOEDOWN FLOOR. JOIST, TYPE E DIRECTION . PER PLAN BEAM PER PLAN LATERAL DETAIL * 4 SCHEDULE CAD Details / MITCHELL / Wall to Wall / N. wall to beam - strap SIMPSON HOLDOWN PER PLAN w/ ALL NAIL HOLES FILLED w/ I6d COMMON NAILS ® t, OF EACH STUD NO SCALE MITCHELL ENGINEERING INC. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 Scair �/&- �(ad 1 PROJECT ' 7 " 5 SHEET NO. �� OF_ e 0 SUBJECT JOB NO SHEAR WALL PER PLAN I6d TOE -NAIL • 6" O.G. I ! I � ( SR WALL f ER PLAN I6d ® 4" O.G. 8d ® ;4" O.G. SHEAR TRANSFER 5"i%1/ ,5c71.:1 Add , an c CAD Details / MITCHELL / Wall to Wall / H. shear wall floor - par SCALE :. I" = '-0" SHEAR WALL. PER PLAN Ibd TOE -NAIL ® 4" O.G. SHEAR WALL PER PLAN SHEAR TRANSFER CAD Details / MITCHELL / Wall to Wall / A. shear wall floor SCALE : I" = 1 12/ 2x BLOCKING (4) Ibd TOE NAIL PER EACH BLOCK SHEAR WALL PER PLAN 4 SCHEDULE LATERAL DETAIL 412 Sd NAIL ® 4" O.G. v `A S swaps= zaranscar i PLYWD FLOOR SHEATHING 2x FLOOR JOISTS CAD Details / MITCHELL / Floor to Wall / A. shear floor to wall - perp NO SCALE led TOE -NAIL ® 4" O.G. SHEAR. }IALL PER PLAN (NO SHEAR NIL ® SIM. SECTION) SHEAR WALL PER. PLAN SHEAR TRANSFER CAD Details / MITCHELL / Wall to Wall / B. shear wall floor - sim SCALE : 1" = I' -O" BATT INSULATION PER PLAN ! �I�I�1�I�II�Vii ►I�I�I�lili►��.►; � i'I'I'I'1I'I'1OWifiti .1 is It El TRUSS PER PLAN A55 a 24" O.G. (BIRD BLOCKING TO TOP PLATE) SIMPSON HI CLIP ® EACH TRUSS GATT INSULATION PER PLAN SHEAR WALL PER PLAN FLAT CEILING 4 EA1'E CAD Details / MITCHELL / Roof / A. flat ceiling ( - f /I6" PLYW D OO SHEATHING NAILED w/ Sd NAILS ® 4" O.G. d SUPPORTED PANEL EDGES ROOFING MATERIAL PER ELEVATION OVER BUILDING PAPER * SHEATHING EXTEND 12" ABOVE INSULATION WITH 1 1/2" CLEAR AIRSPACE VENTED 2X BLOCKING N/ (5) 2" DIA HOLES � PER 24" O.G. (BLOCKING \ TO TOUGH TOP PLATE) `-',�� < PER PLABOARD �� 5" CONTINUOUS GUTTER -Sd NAILS ® 7I 4" O.G. (SHTG TO BIRDBLOCKIN ) OVERHANG PER PLAN FINISH PER ELEVATION OVER 15 LS. BUILDING PAPER OVER SHEATHING PER PLAN SCALE : 1" = I' -O" 124- 1/16" PLYWOOD SHEATHING ON GABLE TRUSS. NAILED W/ 8d NAILS ® 4" O.G. W/ ALL EDGES BLOCKED 16d TOE NAILS C 6" O.G. GABLE END WALL RAKE WALL FULL HEIGHT STUDS PLYWOOD ROOF 8d ® 4" O.G. TRUSS SHEATHING IF GABLE END TRUSS 15 DESIGNED FOR LATERAL FORGE OF 3500 4t, PLYWOOD DOES NOT NEED TO EXTEND UP GABLE END LATERAL DETA I L SHEAR WALL PER PLAN 4 SCHEDULE CAD Details / MITCHELL / Roof / I. shear transfer — roof to ext wall NOT TO SCALE 45x5 PB.E COPY Permit No. c E BUILT IN MUJtTIPLE USE CITY OF TUK WASHI Roof Floor Ceiling Deck Interior wall Exterior wall Roof = 1/360 Live Load, 1/360 Total Load Floor = 1/480 Live Load, 1/360 Total Load NOTE: This stamp applies to the members and assemblies described in these calculations only. And is only valid if it has a wet stamp. BEAM CALCULATIONS FOR PLAN M1743A2S -0 FOR DENALI PROPERTIES LOADING 15 PSF Dead Load + 25 PSF Live Load = 40 PSF 10 PSF Dead Load + 40 PSF Live Load = 50 PSF 5 PSF Dead Load + 10 PSF Live Load = 15 PSF 5 PSF Dead Load + 60 PSF Live Load = 65 PSF =07 PSF = 10 PSF DEFLECTION 4 rims nurp JUL 1 7 2006 Architects Northwest Job No. 060333 CITY OF T APR 12 2906 Var. MCP PERMIT CENTER ARCHITECTS NORTHWEST, Inc. 18915 142 Avenue NE Suite 100 Woodinville, WA 98072 (425) 485 -4900 FAX (425) 487 -6585 www.ArchitectsN W.com Roof Beamf 2003 International Building Code (01 NDS)1 Ver. 6.00.81 - By: Jeffrey deRoulet , Architects Northwest on: 04 -05 -2006 : 09:26:32 AM Project: M1743A2S -0 - Location: R01 -STAIR Summary: 5.5 IN x 7.5 IN x 3.5 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 321.3% Controlling Factor. Section Modulus / Depth Required 3.65 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: LL -Rxn= Dead Load: DL -Rxn= Total Load: TL -Rxn= Bearing Length Required (Beam only, support capacity not checked): BL= Beam Data: Span: L= Maximum Unbraced Span: Lu= Pitch Of Root. RP= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Roof Loading: Roof Live Load -Side One: LL1= Roof Dead Load -Side One: DL1= Tributary Width-Side One: TW1= Roof Live Load -Side Two: LL2= Roof Dead Load -Side Two: DL2= Tributary Width -Side Two: TW2= Roof Duration Factor. Cd= Beam Self Weight: BSW= Slope /Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= Beam Uniform Live Load: wL= Beam Uniform Dead Load: wD_adi= Total Uniform Load: wT= Properties For: #2- Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fc perp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.15 CI =1.00 Cf =1.00 Fv': Fv'= Adjustment Factors: Cd =1.15 Design Requirements: Controlling Moment: M= 1.75 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear. V= At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 12.24 S= 51.56 Area (Shear): Area= 5.09 A= 41.25 Moment of Inertia (Deflection): Ireq= 12.77 1= 193.36 0.00 IN 0.00 IN = L/9266 0.01 IN = L/5449 591 LB 414 LB 1004 LB 0.29 IN 3.5 FT 2.0 FT 6 : 12 360 360 25.0 PSF 15.0 PSF 13.5 FT 25.0 PSF 15.0 PSF 0.0 FT 1.15 10 PLF 3.5 FT 338 PLF 236 PLF 574 PLF 750 PSI 170 PSI 1300000 PSI 625 PSI 862 PSI 196 PSI 879 FT -LB 663 LB N3 N3 N2 N2 N4 N4 Roof Beamf 2003 International Building Code (01 NDS11 Ver: 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04 -05 -2006 : 09:26:32 AM Project: M1743A2S -0 - Location: R02 -PORCH Summary: 5.5 IN x 7.5 IN x 8.5 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 107.1% Controlling Factor. Section Modulus / Depth Required 5.21 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: LL -Rxn= Dead Load: DL -Rxn= Total Load: TL -Rxn= Bearing Length Required (Beam only, support capacity not checked): BL= Beam Data: Span: L= Maximum Unbraced Span: Lu= Pitch Of Root RP= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: L/ Roof Loading: Roof Live Load-Side One: LL1= Roof Dead Load -Side One: DL1= Tributary Width -Side One: TW1= Roof Live Load -Side Two: LL2= Roof Dead Load -Side Two: DL2= Tributary Width -Side Two: TW2= Roof Duration Factor. Cd= Beam Self Weight: BSW= Slope /Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= Beam Uniform Live Load: wL= Beam Uniform Dead Load: wD_adi= Total Uniform Load: wT= Properties For. #2- Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fcjerp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.15 CI =1.00 Cf =1.00 Fv': Fv'= Adjustment Factors: Cd =1.15 Design Requirements: Controlling Moment: M= 4.25 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= S= Area (Shear): Area= A= Moment of Inertia (Deflection): Ireo= 1= 0.04 IN 0.05 IN = U1941 0.09 IN = U1103 478 LB 363 LB 841 LB 0.24 IN 25.0 PSF 15.0 PSF 4.5 FT 25.0 PSF 15.0 PSF 0.0 FT 1.15 10 PLF 750 PSI 170 PSI 1300000 PSI 625 PSI 862 PSI 196 PSI 1788 FT -LB 724 LB 24.90 51.56 5.55 41.25 63.12 193.36 8.5 FT 2.0 FT 6 : 12 360 360 8.5 FT 113 PLF 85 PLF 198 PLF N3 N3 N2 N2 N4 N4 Roof Beam( 2003 International Building Code (01 NDS)1 Ver. 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04 -05 -2006 : 09:26:33 AM Project: M1743A2S-o - Location: R03 -BONUS RM PORCH SIDE Summary: 5.5 IN x 7.5 IN x 3.5 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 526.5% Controlling Factor. Section Modulus / Depth Required 3.0 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: LL -Rxn= Dead Load: DL -Rxn= Total Load: TL -Rxn= Bearing Length Required (Beam only, support capacity not checked): BL= Beam Data: Span: L= Maximum Unbraced Span: Lu= Pitch Of Roof: RP= Uve Load Deflect. Criteria: U Total Load Deflect. Criteria: U Roof Loading: Roof Live Load-Side One: LL1= Roof Dead Load-Side One: DL1= Tributary Width -Side One: TW1= Roof Live Load -Side Two: LL2= Roof Dead Load -Side Two: DL2= Tributary Width-Side Two: TW2= Roof Duration Factor. Cd= Beam Self Weight: BSW= Slope /Pitch Adjusted Lengths and Loads: Adiusted Beam Length: Ladi= Beam Uniform Live Load: wL= Beam Uniform Dead Load: wD_adi= Total Uniform Load: wT= Properties For. #2- Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fcjerp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.15 CI =1.00 Cf =1.00 Fv': Fv'= Adjustment Factors: Cd =1.15 Design Requirements: Controlling Moment: M= 1.75 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear. V= At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 8.23 S= 51.56 Area (Shear): Areq= 3.42 A= 41.25 Moment of Inertia (Deflection): Ireq= 8.59 1= 193.36 0.00 IN 0.00 IN = L/13899 0.01 IN= L/8103 394 LB 282 L8 675 LB 0.20 IN 3.5 FT 2.0 FT 6 : 12 360 360 25.0 PSF 15.0 PSF 9.0 FT 25.0 PSF 15.0 PSF 0.0 FT 1.15 10 PLF 3.5 FT 225 PLF 161 PLF 386 PLF 750 PSI 170 PSI 1300000 PSI 625 PSI 862 PSI 196 PSI 591 FT -LB 446 LB N3 N3 N2 N2 N4 N4 Roof Beam( 2003 International Building Code (01 NDS)1 Ver: 6.00.81 By: Jeffrey deRoulet . Architects Northwest on: 04-05 -2006 : 09:26:34 AM Proiect: M1743A2S -0 - Location: R04 -BONUS RM REAR WINDOW Summary: 5.5 IN x 7.5 IN x 6.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 113.2% Controlling Factor. Section Modulus / Depth Required 5.14 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: LL -Rxn= Dead Load: DL -Rxn= Total Load: TL -Rxn= Bearing Length Required (Beam only, support capacity not checked): BL= Beam Data: Span: L= Maximum Unbraced Span: Lu= Pitch Of Root RP= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: U Roof Loading: Roof Live Load -Side One: LL1= Roof Dead Load -Side One: DL1= Tributary Width -Side One: TW1= Roof Live Load-Side Two: LL2= Roof Dead Load-Side Two: DL2= Tributary Width -Side Two: TW2= Roof Duration Factor. Cd= Beam Self Weight: BSW= Slope /Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= Beam Uniform Live Load: wL= Beam Uniform Dead Load. wD_adj= Total Uniform Load: wT= Properties For. #2- Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc_perp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.15 CI =1.00 Cf=1.00 Fv': Fv'= Adjustment Factors: Cd =1.15 Design Requirements: Controlling Moment: M= 3.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear. V= At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= S= Area (Shear): Area= A= Moment of Inertia (Deflection): Iraq= 1= 0.02 IN 0.03 IN = U2759 0.04 IN = U1608 675 LB 483 LB 1158 LB 0.34 IN 6.0 FT 2.0 FT 6 : 12 360 360 25.0 PSF 15.0 PSF 9.0 FT 25.0 PSF 15.0 PSF 0.0 FT 1.15 10 PLF 750 PSI 170 PSI 1300000 PSI 625 PSI 862 PSI 196 PSI 1737 FT -LB 926 LB 24.19 51.56 7.11 41.25 4328 193.36 6.0 FT 225 PLF 161 PLF 386 PLF N3 N3 N2 N2 N4 N4 Roof Beam( 2003 International Building Code (01 NDS)1 Ver: 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04 -05 -2006 : 09:26:34 AM Project: M1743A2S -0 - Location: R05 -BEDRM 2 Summary: 5.5 IN x 7.5 IN x 4.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 222.6% Controlling Factor: Section Modulus / Depth Required 4.18 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load. TLD= Reactions (Each End): Live Load: LL -Rxn= Dead Load: DL -Rxn= Total Load: TL -Rxn= Bearing Length Required (Beam only, support capacity not checked): BL= Beam Data: Span: L= Maximum Unbraced Span: Lu= Pitch Of Roof. RP= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: L/ Roof Loading: Roof Live Load -Side One: LL1= Roof Dead Load -Side One: DL1= Tributary Width -Side One: 1W1= Roof Live Load -Side Two: LL2= Roof Dead Load -Side Two: DL2= Tributary Width -Side Two: TW2= Roof Duration Factor. Cd= Beam Self Weight: BSW= Slope /Pitch Adlusted Lengths and Loads: Adjusted Beam Length: Ladi= Beam Uniform Live Load: wL= Beam Uniform Dead Load: wD adi= Total Uniform Load: wT= Properties For. #2- Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fc_perp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.15 CI =1.00 Cf =1.00 Fv': Fv'= Adjustment Factors: Cd =1.15 Design Requirements: Controlling Moment: M= 2.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear. V= At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 15.99 S= 51.56 Area (Shear): Areq= 6.16 A= 41.25 Moment of Inertia (Deflection): Iraq= 19.07 1= 193.36 0.01 IN 0.01 IN = U6208 0.01 IN = U3650 675 LB 473 LB 1148 LB 0 33 IN 4.0 FT 2.0 FT 6 : 12 360 360 25.0 PSF 15.0 PSF 13.5 FT 25 0 PSF 15.0 PSF 0.0 FT 1.15 10 PLF 4.0 FT 338 PLF 236 PLF 574 PLF 750 PSI 170 PSI 1300000 PSI 625 PSI 862 PSI 196 PSI 1148 FT -LB 803 LB N3 N3 N2 N2 N4 N4 Multi- Loaded Beam' 2003 International Building Code (01 NOS)1 Ver. 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04 -05 -2006 : 09:26:36 AM Project: M1743A2S-0 - Location: R06- GARAGE DOOR HEADER Summary: 5.125 IN x 13.5 IN x 16.0 FT / 24F -V4 - Visually Graded Westem Species - Dry Use Section Adequate By: 11.4% Controlling Factor. Moment of Inertia / Depth Required 13.02 In Center Span Deflections: Dead Load: DLD- Center= Live Load: LLD - Center= Total Load. TLD- Center= Camber Required: C= Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= 4431 LB Dead Load. DL- Rxn -A= 3649 LB Total Load: TL- Rxn -A= 8080 LB Bearing Length Required (Beam only, support capacity not checked): BL -A= 2.43 IN Center Span Right End Reactions (Support 8): Live Load: LL- Rxn -B= 1561 LB Dead Load: DL- Rxn -B= 1269 LB Total Load TL- Rxn -B= 2830 LB Bearing Length Required (Beam only, support capacity not checked): BL -B= 0.85 IN Beam Data: Center Span Length: L2= 16.0 FT Center Span Unbraced Length -Top of Beam: Lug -Too= 2.0 FT Center Span Unbraced Length -Bottom of Beam: Lu2- Bottom= 16.0 FT Live Load Duration Factor. Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 360 Center Span Loading: Uniform Load: Live Load: wL -2= 88 PLF Dead Load: wD -2= 53 PLF Beam Self Weight: BSW= 17 PLF Total Load. wT -2= 157 PLF Point Load 1 Live Load: PL1 -2= 4592 LB Dead Load: PD1 -2= 3808 LB Location (From left end of span): X1 -2= 3.0 FT Properties For. 24F -V4- Visually Graded Western Species Bending Stress: Fb= 2400 PS Shear Stress: Fv= 240 PS Modulus of Elasticity: Ex= 1800000 PS Ey= 1600000 PS Fc pern= 650 PS Fb_cpr= 1850 PS Fb'= 2393 PS Stress Perpendicular to Grain: Bending Stress of Comp. Face in Tension: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd =1.00 CI =1.00 Fv': Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: 3.04 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear. V= At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreg= S = Area (Shear): Areq= A= Moment of Inertia (Deflection): keg= 1= Fv'= 240 PS M= 23501 FT -LB 7904 LB 117.85 155.67 49.40 69.19 942.86 1050.79 0.22 IN 0.26 IN = L/730 0.48 IN = U401 0.32 IN N3 N3 N2 N2 N4 N4 Roof Beam( 2003 International Building Code (01 NDS)1 Ver: 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04-05 -2006 : 09:26:35 AM Proiect: MI743A2S-0 - Location: R07- GARAGE BAY WINDOW Summary: 3.5 IN x 9.5 IN x 7.5 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 400.5% Controlling Factor. Section Modulus / Depth Required 4.55 In Deflections: Dead Load' DLD= 0.01 IN Live Load: LLD= 0.02 IN = L/5782 Total Load: TLD= 0.03 IN = L/3279 Reactions (Each End): Live Load: LL -Rxn- 328 LB Dead Load: DL -Rxn= 250 LB Total Load: TL -Rxn= 579 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0 26 IN Beam Data: Span: L= 7.5 FT Maximum Unbraced Span: Lu= 2.0 FT Pitch Of Roof: RP= 6 : 12 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 360 Roof Loading: Roof Live Load-Side One: LL1= 25.0 PSF Roof Dead Load -Side One: D11= 15.0 PSF Tributary Width -Side One: TW1= 3.5 FT Roof Live Load -Side Two: LL2= 25.0 PSF Roof Dead Load -Side Two: DL2= 15.0 PSF Tributary Width -Side Two: TW2= 0.0 FT Roof Duration Factor. Cd= 1.15 Beam Self Weight: BSW= 8 PLF Slope /Pitch Adlusted Lengths and Loads: Adjusted Beam Length: Ladi= 7.5 FT Beam Uniform Live Load: wL= 88 PLF Beam Uniform Dead Load: wD adi= 67 PLF Total Uniform Load: wT= 154 PLF Properties For. #2- Douglas Fir -Larch Bending Stress: Fb= 900 PSI Shear Stress: Fv= 180 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fcjerp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1238 PSI Adjustment Factors: Cd =1.15 CI =1.00 Cf =1.20 FV: Fv'= 207 PSI Adjustment Factors: Cd =1.15 Design Requirements: Controlling Moment: M= 1085 FT -LB 3.75 ft from left support Critical moment created by combining all dead and live toads. Controlling Shear. V= 463 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Srea= 10.52 IN3 S= 52.65 IN3 Area (Shear): Areq= 3.35 IN2 A= 33.25 IN2 Moment of Inertia (Deflection): Irea= 27.45 IN4 1= 250.07 IN4 Multi- Loaded Beam( 2003 International Building Code (01 NDS)1 Ver. 6.00.81 By: Jeffrey deRoulet . Architects Northwest on: 04 -05 -2006 : 09:26:36 AM Project: M1743A2S-0 - Location: U01- GARAGE BEAM Summary: 7.0 IN x 18.0 IN x 20.0 FT / 2.0E Parallam - Trus Joist - MacMillan Section Adequate By: 55.1% Controlling Factor. Moment of Inertia / Depth Required 15.55 In Center Span Deflections: Dead Load: DLD- Center= 0.18 IN Live Load: LLD - Center= 0.25 IN = L/956 Total Load: TLD- Center= 0.43 IN = U558 Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= 4271 LB Dead Load: DL- Rxn -A= 2877 LB Total Load: TL- Rxn -A= 7148 LB Bearing Length Required (Beam only, support capacity not checked): BL -A= 1.36 IN Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= 4592 LB Dead Load: DL- Rxn -B= 3808 LB Total Load: TL- Rxn -B= 8400 LB Bearing Length Required (Beam only, support capacity not checked): BL -B= 1.60 IN Beam Data: Center Span Length: L2= 20.0 FT Center Span Unbraced Length -Top of Beam: Lu2 -Top= 1.33 FT Center Span Unbraced Length -Bottom of Beam: Lu2 - Bottom= 20.0 FT Live Load Duration Factor. Cd= 1.00 Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria: L/ 360 Center Span Loading: Uniform Load: Live Load: wL -2= 88 PLF Dead Load: wD -2= 133 PLF Beam Self Weight: BSW= 39 PLF Total Load: wT -2= 259 PLF Point Load 1 Live Load: PL1 -2= 1917 LB Dead Load: PD1 -2= 1370 LB Location (From left end of span): X1 -2= 15.0 FT Point Load 2 Live Load: PL2 -2= 696 LB Dead Load: PD2 -2= 753 LB Location (From left end of span): X2 -2= 17.0 FT Trapezoidal Load 1 Left Live Load: TRL- Left-1 -2= 300 PLF Left Dead Load: TRD- Left-1 -2= 75 PLF Right Live Load: TRL - Right -1 -2= 300 PLF Right Dead Load: TRD- Right -1 -2= 75 PLF Load Start: A -1 -2= 0.0 FT Load End: B -1 -2= 15.0 FT Load Length: C -1 -2= 15.0 FT Properties For. 2.0E Parallam- Trus Joist - MacMillan Bending Stress: Fb= 2900 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb' (Tension): Fb'= 2768 PSI Adjustment Factors: Cd =1.00 CI =1.00 Cf =0.96 Fv': Fv'= 290 PSI Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 40275 FT -LB 11.2 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= 8037 LB At a distance d from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 174.58 N3 S= 378.00 N3 Area (Shear): Area= 41.57 N2 A= 126.00 N2 Moment of Inertia (Deflection): Ireq= 2193.30 N4 1= 3402.00 N4 Multi- Loaded Beamf 2003 Intemational Building Code (01 NDS)1 Ver. 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04-05 -2006 : 09:26:37 AM Project: M1743A2S-0 - Location: 002- GARAGE BEAM Summary: 5.25 IN x 11.25 IN x 15.0 FT / 2.0E Parallam - Trus Joist - MacMillan Section Adequate By: 19.9% Controlling Factor. Moment of Inertia / Depth Required 10.59 In Center Span Deflections: Dead Load: DLD- Center= Live Load: LLD - Center= Total Load: TLD- Center= Center Span Left End Reactions (Support A): Live Load: LL- Rxn-A= Dead Load: DL- Rxn -A= Total Load: TL- Rxn-A= Bearing Length Required (Beam only, support capacity not checked): BL -A= Center Span Right End Reactions (Support B): Live Load: LL- Rxn-B= Dead Load: DL- Rxn -B= Total Load: TL- Rxn -B= Bearing Length Required (Beam only, support capacity not checked): BL -B= Beam Data: Center Span Length: L2= Center Span Unbraced Length -Top of Beam: Lug -Top= Center Span Unbraced Length - Bottom of Beam: Lug- Bottom= Live Load Duration Factor. Cd= Live Load Deflect. Criteria: LJ Total Load Deflect. Criteria: L/ Center Span Loading: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load Point Load 1 Live Load: Dead Load: Location (From left end of span): Point Load 2 Live Load: Dead Load: Location (From left end of span): Trapezoidal Load 1 Left Live Load: Left Dead Load: Right Live Load: Right Dead Load: Load Start: Load End: Load Length: Trapezoidal Load 2 Left Live Load: Left Dead Load: Right Live Load: Right Dead Load: Load Start: Load End: Load Length: Properties For. 2.0E Parallam -True Joist- MacMillan Bending Stress Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Fb'= 2921 PSI Adjustment Factors: Cd =1.00 Cf =1.01 Fv': Fv'= 290 PSI Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 13709 FT -LB 8.4 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear. V= 3530 LB At a distance d from right support of span 2 (Center Span) Cdtical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 56.32 IN3 S= 110.74 IN3 wL -2= wD-2= BSW= wT -2= PL1 -2= PD1 -2= X1 -2= PL2 -2= PD2 -2= X2 -2= TRL- Left -1 -2= TRD- Left -1 -2= TRL - Right -1 -2= TRD- Right -1 -2= A -1 -2= B -1 -2= C -1 -2= TRL - Left -2 -2= TRD- Left -2 -2= TRL - Right -2 -2= TRD- Right -2 -2= A -2 -2= B-2 -2= C -2 -2= Fb= Fv= E= Fc_perp= 0.18 0.24 0.42 2089 1473 3582 0.90 2285 1789 4074 1.03 15.0 0.0 15.0 1.00 480 360 53 13 18 85 688 413 1.33 688 413 8.33 275 245 275 245 0.0 1.33 1.33 275 245 275 245 8.33 15.0 6.67 2900 290 2000000 750 IN IN = L/747 IN = L/432 LB LB LB IN LB LB LB IN FT FT FT PLF PLF PLF PLF LB LB FT LB LB FT PLF PLF PLF PLF FT FT FT PLF PLF PLF PLF FT FT FT PSI PSI PSI PSI Page: 14 Multi- Loaded Beamr 2003 International Building Code (01 NDS)1 Ver. 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04 -05 -2006 : 09:26:37 AM Project: M1743A2S-0 - Location: UO2- GARAGE BEAM Area (Shear): Areq= 18.26 IN2 A= 59.06 IN2 Moment of Inertia (Deflection): Ireq= 519.38 1N4 1= 622.92 IN4 Multi- Loaded Beam( 2003 International Building Code (01 NDS)1 Ver. 6.00.81 By: Jeffrey deRoulet . Architects Northwest on: 04-05 -2006 : 09:26:37 AM Project: M1743A2S -0 - Location: UO3- GARAGE BEAM Summary: 5.5 IN x 9.5 IN x 15.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 13.1% Controlling Factor: Section Modulus / Depth Required 8 93 In Center Span Deflections: Dead Load: DLD- Center= 0.21 IN Live Load: LLD - Center= 0.20 IN = U909 Total Load: TLD- Center= 0.41 IN = L/444 Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= 696 LB Dead Load: DL- Rxn -A= 753 LB Total Load: TL- Rxn -A= 1448 LB Bearing Length Required (Beam only, support capacity not checked): BL -A= 0.42 IN Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= 540 LB Dead Load: DL- Rxn -B= 460 LB Total Load: TL- Rxn -B= 1000 LB Bearing Length Required (Beam only, support capacity not checked): BL -B= 0.29 IN Beam Data: Center Span Length: L2= 15.0 FT Center Span Unbraced Length -Top of Beam: Lug -Top= 0.0 FT Center Span Unbraced Length -Bottom of Beam: Lug- Bottom= 15.0 FT Live Load Duration Factor. Cd= 1.00 Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria: U 360 Center Span Loading: Uniform Load: Live Load: wL -2= 53 PLF Dead Load: wD-2= 13 PLF Beam Self Weight: BSW= 13 PLF Total Load: wT -2= 79 PLF Trapezoidal Load 1 Left Live Load: TRL- Left-1 -2= 63 PLF Left Dead Load: TRD- Left-1 -2= 118 PLF Right Live Load: TRL - Right -1 -2= 63 PLF Right Dead Load: TRD- Right -1 -2= 118 PLF Load Start: A -1 -2= 1.33 FT Load End: B -1 -2= 8.33 FT Load Length: C -1 -2= 7.0 FT Properties For. #2- Douglas Fir -Larch Bending Stress: Fb= 875 PSI Shear Stress: Fv= 170 PSI Modulus of Elasticity: E= 1300000 PSI Stress Perpendicular to Grain: Fc _perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 875 PSI Adjustment Factors: Cd =1.00 Cf=1.00 Fv': Fv'= 170 PSI Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 5335 FT -LB 6.45 Ft from left support of scan 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear. V= 1389 LB At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead bads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 73.16 N3 S= 82.73 N3 Area (Shear): Area= 12.25 N2 A= 52.25 N2 Moment of Inertia (Deflection): Ireq= 318.78 N4 1= 392.96 N4 Multi- Loaded Beamr 2003 International Building Code (01 NDS)1 Ver. 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04 -05 -2006 : 09:26:38 AM Project: M1743A2S-0 - Location: U04 -STAIR AND PORCH Summary: 5.5 IN x 7.25 IN x 3.5 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 207.6% Controlling Factor. Section Modulus / Depth Required 4.13 In Center Span Deflections: Dead Load: DLD- Center= 0.00 IN Live Load: LLD- Center= 0.01 IN = LJ8299 Total Load: TLD- Center= 0.01 IN = L/5522 Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= 437 LB Dead Load: DL- Rxn -A= 224 LB Total Load: TL- Rxn -A= 662 LB Bearing Length Required (Beam only. support capacity not checked): BL -A= 0.19 IN Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= 328 LB Dead Load: DL- Rxn -B= 173 LB Total Load: TL- Rxn -B= 500 LB Bearing Length Required (Beam only, support capacity not checked): BL -B= 0.15 IN Beam Data: Center Span Length: L2= 3.5 FT Center Span Unbraced Length -Top of Beam: Lu2 -Top= 0.0 FT Center Span Unbraced Length -Bottom of Beam: Lu2- Bottom= 3.5 FT Live Load Duration Factor. Cd= 1.00 Live Load Deflect. Criteria: L/ 480 Total Load Deflect. Criteria: L/ 360 Center Span Loading: Uniform Load: Live Load: wL -2= 0 PLF Dead Load: wD-2= 0 PLF Beam Self Weight: BSW= 10 PLF Total Load: wT -2= 10 PLF Point Load 1 Live Load: PL1 -2= 765 LB Dead Load: PD1 -2= 363 LB Location (From left end of span): X1 -2= 1.5 FT Properties For. #2- Douglas Fir -Larch Bending Stress Fb= 750 PSI Shear Stress: Fv= 170 PSI Modulus of Elasticity: E= 1300000 PSI Stress Perpendicular to Grain: Fcjerp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 750 PSI Adjustment Factors: Cd =1.00 Cf =1.00 Fv': Fv'= 170 PSI Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 979 FT -LB 1.505 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear. V= 656 LB At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreg= 15.66 113 S= 48.18 N3 Area (Shear): Area= 5.79 N2 A= 39.88 N2 Moment of Inertia (Deflection): Irea= 11.39 N4 1= 174.66 N4 Uniformly Loaded Floor Beam! 2003 International Building Code (01 NDS)1 Ver. 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04 -05 -2006 : 09:26:30 AM Proiect: M1743A2S-0 - Location: U05 -GREAT RM Summary: 5.5 IN x 7.25 IN x 6.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 63.3% Controlling Factor. Section Modulus / Depth Required 5.67 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: LL -Rxn= Dead Load: DL -Rxn= Total Load: TL -Rxn= Bearing Length Required (Beam only, support capacity not checked): BL= Beam Data: Span: L= Unbraced Length -Top of Beam: Lu= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Floor Loading: Floor Live Load -Side One: LL1= Floor Dead Load -Side One: DL1= Tributary Width -Side One: TW 1= Floor Live Load -Side Two: LL2= Floor Dead Load -Side Two: DL2= Tributary Width -Side Two: TW2= Live Load Duration Factor. Cd= Wall Load: WALL= Beam Loading: Beam Total Live Load* wL= Beam Self Weight: BSW= Beam Total Dead Load. wD= Total Maximum Load: wT= Properties For. #2- Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc _perp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.00 Cf =1.00 Fv': Fv'= Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 3.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear. V= At a distance d from support. Critical shear created by combining all dead and live loads Comparisons With Required Sections: Section Modulus (Moment): Sreq= 29.50 S= 48.18 Area (Shear): Areg= 8.68 A= 39.88 Moment of Inertia (Deflection): Ireq= 47.84 1= 174.66 0.01 IN 0.04 IN = L/1752 0.05 IN = L/1369 960 LB 269 LB 1229 LB 0.36 IN 6.0 FT 0.0 FT 480 360 40.0 PSF 10.0 PSF 8.0 FT 40.0 PSF 10.0 PSF 0.0 FT 1.00 0 PLF 320 PLF 10 PLF 90 PLF 410 PLF 750 PSI 170 PSI 1300000 PSI 625 PSI 750 PSI 170 PSI 1844 FT -LB 983 LB N3 N3 N2 N2 N4 N4 Multi- Loaded Beam( 2003 International Building Code (01 NDS)1 Ver. 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04-05 -2006 : 09:26:39 AM Proiect: M1743A2S-0 - Location: U06- DINING Summary: 5.5 IN x 9.5 IN x 6.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 61.5% Controlling Factor. Section Modulus / Depth Required 7.48 In Center Span Deflections: Dead Load. DLD- Center= Live Load: LLD- Center= Total Load: TLD- Center= Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= Dead Load: DL- Rxn -A= Total Load: TL- Rxn -A= Bearing Length Required (Beam only, support capacity not checked): BL -A= Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= Dead Load: DL- Rxn -B= Total Load: TL- Rxn -B= Bearing Length Required (Beam only, support capacity not checked): BL -B= Beam Data: Center Span Length: L2= Center Span Unbraced Length -Top of Beam: Lu2 -Top= Center Span Unbraced Length -Bottom of Beam: Lu2- Bottom= Live Load Duration Factor. Cd= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Center Span Loading: Uniform Load: Live Load: Dead Load. Beam Self Weight: Total Load: Point Load 1 Live Load: Dead Load: Location (From left end of span). Point Load 2 Live Load: Dead Load: Location (From left end of span): Trapezoidal Load 1 Left Live Load: Left Dead Load. Right Live Load: Right Dead Load: Load Start: Load End: Load Length: Trapezoidal Load 2 Left Live Load: Left Dead Load: Right Live Load: Right Dead Load: Load Start: Load End: Load Length: Trapezoidal Load 3 Left Live Load: Left Dead Load: Right Live Load: Right Dead Load: Load Start: Load End: Load Length: Properties For. #2- Douglas Fir -Larch Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd =1.00 Cf =1.00 Fv': Adjustment Factors' Cd =1.00 Design Requirements: Controlling Moment: wL -2= wD-2= BSW= wT -2= PL1 -2= PD1 -2= X1 -2= PL2 -2= PD2 -2= X2 -2= TRL- Left -1 -2= TRD- Left -1 -2= TRL - Right -1 -2= TRD- Right -1 -2= A -1 -2= B -1 -2= C -1 -2= TRL- Left -2 -2= TRD- Left-2 -2= TRL - Right -2 -2= TRD- Right -2 -2= A -2 -2= B -2 -2= C -2 -2= TRL- Left -3 -2= TRD- Left-3-2= TRL - Right -3-2= TRD- Right -3-2= A -3 -2= B -3-2= C -3-2= Fb= Fv= E= Fcj,erp= Fb'= Fv'= 0.02 0.03 0.05 875 170 1300000 625 2340 LB 1163 LB 3503 LB 1.02 IN 2340 LB 1163 LB 3503 LB 1.02 IN 6.0 FT 0.0 FT 6.0 FT 1.00 480 360 240 PLF 60 PLF 13 PLF 313 PLF 1080 LB 473 LB 1.0 FT 1080 LB 473 LB 5.0 FT 540 PLF 202 PLF 540 PLF 202 PLF 0.0 FT 1.0 FT 1.0 FT 540 PLF 202 PLF 540 PLF 202 PLF 5.0 FT 6.0 FT 1.0 FT 0 PLF 90 PLF 0 PLF 90 PLF 0.0 FT 6.0 FT 6.0 FT 875 IN IN = L/2146 IN = L/1404 PSI PSI PSI PSI PSI 170 PSI M= 3736 FT -LB Page: 18 Multi- Loaded Beam( 2003 International Building Code (01 NDS)1 Ver: 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04 -05 -2006: 09:26:39 AM Project: M1743A2S -0 - Location: U06- DINING 3.0 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear. V= At a distance d from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreg= 51.24 S= 82.73 Area (Shear): Areo= 23.03 A= 52.25 Moment of Inertia (Deflection): Tree= 100.76 I= 392.96 2610 LB N3 N3 N2 N2 N4 N4 Uniformly Loaded Floor Beam( 2003 International Building Code (01 NDS)1 Ver. 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04-05 -2006 : 09:26:31 AM Project: M1743A28 -0 - Location: U07- KITCHEN Summary: 5.5 IN x 7.25 IN x 4.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 386.2% Controlling Factor. Section Modulus / Depth Required 3.29 In Deflections: Dead Load: DLD= 0.00 IN Live Load: LLD= 0.01 IN = L/7885 Total Load: TLD= 0.01 IN =L/6111 Reactions (Each End): Live Load: LL -Rxn= 480 LB Dead Load: DL -Rxn= 139 LB Total Load. TL -Rxn= 619 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.18 IN Beam Data: Span: L= 4.0 FT Unbraced Length-Top of Beam Lu= 0.0 FT Live Load Deflect, Criteria: L/ 480 Total Load Deflect. Criteria: L/ 360 Floor Loading: Floor Live Load -Side One: LL1= 40.0 PSF Floor Dead Load -Side One: DL1= 10.0 PSF Tributary Width -Side One: TW1= 6.0 FT Floor Live Load -Side Two: LL2= 40.0 PSF Floor Dead Load -Side Two: DL2= 10.0 PSF Tributary Width -Side Two: TW2= 0.0 FT Live Load Duration Factor. Cd= 1.00 WaII Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 240 PLF Beam Self Weight: BSW= 10 PLF Beam Total Dead Load: w0= 70 PLF Total Maximum Load: wT= 310 PLF Properties For. #2- Douglas Fir -Larch Bending Stress Fb= 750 PSI Shear Stress: Fv= 170 PSI Modulus of Elasticity: E= 1300000 PSI Stress Perpendicular to Grain: Fcperp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 750 PSI Adjustment Factors: Cd =1.00 Cf =1.00 Fv': Fv'= 170 PSI Adjustment Factors: Cd =1.00 Design Requirements: Controllinq Moment: M= 619 FT -LB 2.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 434 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreo= 9.91 IN3 S= 48.18 IN3 Area (Shear): Area= 3.83 1N2 A= 39.88 IN2 Moment of Inertia (Deflection): Iraq= 10.63 IN4 1= 174.66 IN4 Uniformly Loaded Floor Beamf 2003 International Building Code (01 NDS)1 Ver. 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04 -05 -2006 : 09:26:31 AM Project: M1743A2S-0 - Location: U08 -FOYER AND GREAT RM Summary: 3.5 IN x 9.25 IN x 5.5 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 148.6% Controlling Factor. Section Modulus / Depth Required 5.87 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: LL -Rxn= Dead Load: DL -Rxn= Total Load: TL -Rxn= Bearing Length Required (Beam only, support capacity not checked): BL= Beam Data: Span: L= Unbraced Length -Top of Beam: Lu= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: LJ Floor Loading: Floor Live Load -Side One: LL1= Floor Dead Load -Side One: DL1= Tributary Width -Side One: TW1= Floor Live Load -Side Two: LL2= Floor Dead Load -Side Two: DL2= Tributary Width -Side Two: TW2= Live Load Duration Factor. Cd= Wall Load: WALL= Beam Loading: Beam Total Live Load: wL= Beam Self Weight: BSW= Beam Total Dead Load: wD= Total Maximum Load: wT= Properties For. #2- Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fcjerp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.00 Cf =1.20 FV: Ev'= Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 2.75 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 20.08 S= 49.91 Area (Shear): Areq= 7.88 A= 32.38 Moment of Inertia (Deflection): hog= 33.54 1= 230.84 0.01 IN 0.02 IN = L/3701 0 03 IN = L/2478 880 LB 434 LB 1314 LB 0.60 IN 5.5 FT 0.0 FT 480 360 40.0 PSF 10.0 PSF 8.0 FT 40.0 PSF 10.0 PSF 0.0 FT 1.00 70 PLF 320 PLF 8 PLF 158 PLF 478 PLF 900 PSI 180 PSI 1600000 PSI 625 PSI 1080 PSI 180 PSI 1807 FT -LB 946 LB N3 N3 N2 N2 N4 N4 Multi- Loaded Beam' 2003 International Building Code (01 NDS)1 Ver: 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04-05 -2006 : 09:26:39 AM Project: M1743A2S-0 - Location: U09 -GREAT RM AND PORCH Summary: 5.5 IN x 7.5 IN x 5.0 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 151.5% Controlling Factor: Section Modulus / Depth Required 4.73 In Center Span Deflections: Dead Load: DLD- Center= Live Load: LLD - Center= Total Load: TLD- Center= Center Span Left End Reactions (Support A): Live Load: LL- Rxn -A= Dead Load: DL- Rxn -A= Total Load: TL- Rxn -A= Bearing Length Required (Beam only, support capacity not checked): BL -A= Center Span Right End Reactions (Support B): Live Load: LL- Rxn -B= Dead Load: DL- Rxn -B= Total Load: TL- Rxn -B= Bearing Length Required (Beam only, support capacity not checked): BL -B= Beam Data: Center Span Length: L2= Center Span Unbraced Length -Top of Beam: Lu2 -Top= Center Span Unbraced Length -Bottom of Beam: Lu2 - Bottom= Live Load Duration Factor. Cd= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Center Span Loading: Uniform Load: Live Load: wL -2= Dead Load: wD-2= Beam Self Weight: BSW= Total Load: wT -2= Properties For. #2- Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fc_perp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd =1.00 Cf =1.00 Fv': Fv'= Adjustment Factors: Cd =1.00 Design Requirements: Controlling Moment: M= 2.5 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear. V= At a distance d from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 20.50 S= 51.56 Area (Shear): Areq= 6.87 A= 41.25 Moment of Inertia (Deflection): keg= 20.77 1= 193.36 0.01 IN 0.02 IN = L/3352 0.02 IN = L/2616 800 LB 225 LB 1025 LB 0.30 IN 800 LB 225 LB 1025 LB 0.30 IN 5.0 FT 0.0 FT 5.0 FT 1.00 360 240 320 PLF 80 PLF 10 PLF 410 PLF 750 PSI 170 PSI 1300000 PSI 625 PSI 750 PSI 170 PSI 1281 FT -LB 779 LB N3 N3 N2 N2 N4 N4 Column( 2003 International Building Code (01 NDS)1 Ver: 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04-05 -2006 : 09:26:40 AM Proiect: M1743A2S-0 - Location: GARAGE POST FOR U01 BEAM Summary: 5.5 IN x 7.5 IN x 9 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 68.6% Vertical Reactions: Live: Vert-LL -Rxn= 4271 LB Dead: Vert-DL -Rxn= 2980 LB Total: Vert-TL -Rxn= 7251 LB Axial Loads: PL= 4271 LB Live Loads: Dead Loads: PD= 2877 LB Column Self Weight: CSW= 103 LB Total Loads: PT= 7251 LB Eccentricity (X -X Axis): ex= 0.00 IN Eccentricity (Y -Y Axis): ev= 0.00 IN Axial Duration Factor. Cd- Axial= 1.00 Column Data: Length: L= 9.0 FT Maximum Unbraced Length (X -X Axis): Lx= 0.0 FT Maximum Unbraced Length (Y -Y Axis): Lv= 9.0 FT Column End Condition: Ke= 1.0 Calculated Properties: Column Section (X -X Axis): dx= 7.50 IN Column Section (Y -Y Axis): dv= 5.50 IN Area: A= 41.25 IN2 Section Modulus (X -X Axis): Sx= 51.56 IN3 Section Modulus (Y -Y Axis): Sv= 37.81 IN3 Slendemess Ratio: Lex/dx= 0.00 Ley /dy= 19.6 Properties For. #2- Douglas Fir -Larch Fc= 700 PSI Compressive Stress: Modulus of Elasticity: E= 1300000 PSI Bending Stress (X -X Axis): Fbx= 750 PSI Bending Stress (Y -Y Axis): Fby= 750 PSI Adjusted Properties: Fc': Fc'= 561 PSI Adjustment Factors: Cd =1.00 Cp =0.80 Column Calculations (Controlling Case Onlv): Controlling Load Case: Axial Total Load Only (L + D) Compressive Stress: fc= 176 PSI Allowable Compressive Stress: Fc'= 561 PSI Footing Design f 2003 International Building Code (01 NDS)1 Ver. 6.00.81 By: Jeffrey deRoulet , Architects Northwest on: 04 -05 -2006: 09:26:29 AM Project: M1743A2S -0 - Location: GARAGE FOOTING Summary: Footing Size: 2.5 FT x 2.5 FT x 10.00 IN Reinforcement: #4 Bars @ 7.00 IN. O.C. E/W / (4) min. Footing Loads: Live Load: PL= 4592 LB Dead Load: PD= 3808 LB Total Load: PT= 8400 LB Ultimate Factored Load: Pu= 13138 LB Footing Properties: Allowable Soil Bearing Pressure: Qs= 1500 PSF Concrete Compressive Strength: F'c= 3000 PSI Reinforcing Steel Yield Strength: Fy= 40000 PSI Concrete Reinforcement Cover. c= 3.00 IN Footing Size: Width: W= 2.5 FT Length: L= 2.5 FT Depth: Depth= 10.00 IN Effective Depth to Top Layer of Steel: d= 6.25 IN Column and Baseplate Size Column Type: (Wood) Column Width: m= 6.00 IN Column Depth: n= 8.00 IN Bearing Calculations: Ultimate Bearing Pressure: Qu= 1344 PSF Effective Allowable Soil Bearing Pressure: Qe= 1375 PSF Required Footing Area: Area= 6.11 SF Area Provided: A= 6.25 SF Baseplate Bearing: Bearing Required: Bearing= 13138 LB Allowable Bearing: Bearing - Allow= 171360 LB Beam Shear Calculations (One Way Shear): Beam Shear. Vu1= 3832 LB Allowable Beam Shear. vc1= 17459 LB Punching Shear Calculations (Two way shear): Critical Perimeter: Bo= 53.00 IN Punching Shear. Vu2= 10589 LB Allowable Punching Shear (ACI 11 -35): vc2 -a= 77109 LB Allowable Punching Shear (ACI 11 -36): vc2 -b= 103588 LB Allowable Punching Shear (ACI 11 -37): vc2-c= 61687 LB Controlling Allowable Punching Shear: vc2= 61687 LB Bending Calculations: Factored Moment: Mu= 49266 IN -LB Nominal Moment Strength: Mn= 170825 IN -LB Reinforcement Calculations: Concrete Compressive Block Depth: a= 0.41 IN Steel Required Based on Moment: As(1 1= 0.22 IN2 Minimum Code Required Reinforcement (Shrinkage/Temperature ACI - 10.5.4): As(2)= 0.60 IN2 Controlling Reinforcing Steel: As -regd= 0.60 IN2 Selected Reinforcement: #4 Bars @ 7.00 IN. O.C. E/W / (4) Min. Reinforcement Area Provided: As= 0.79 IN2 Development Length Calculations: Development Length Required: Ld= 15.00 IN Development Length Supplied: Ld -sup= 12.00 IN Note: Plain concrete adequate for bending, therefore adequate development length not required. V NORTHWEST Architects Northwest, Inc. 18915 142nd Avenue NE Suite 100 Woodinville, WA 98072 June 30, 2006 P: 425- 485 -4900 F: 425 -487 -6585 Toll Free:1 888 - ARCH - 100 Email: ANW @ArchitectsNW.com Project Name: Denali Properties, Lot 2 Permit #: D06 -130 Plan Review: Allen Johannessen, Plan Examiner 1. The site plan has been graded to slope 2 feet from side to side. The plans have been revised to show the new slope as well. 2. The details on page 3 have been modified to reflect the vertical and horizontal rebar @ 24" O.C. to match the engineering details. 3. The site plan has been modified and put on 24 "x36" like the rest of the sets. If you have any further questions, please give me a call. Thank you, Tony Soper Project Manager 07 /06/ 0 CORRECTION LTR I CRY OF RECEIVED JUL 0 7 2006 PERMIT CENTER June 13, 2006 Darren Ludwigsen PO Box 1845 Bellevue, WA 98009 RE: CORRECTION LETTER #1 Development Permit Application Number D06 -130 Denalie Properties — Lot 2 —14415 — 48 Place S Dear Mr. Ludwigsen: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Departments. At this time, the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 - 433 -7163, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Encl Brenda Holt Permit Coordinator tin), P:\planning \brenda \D06 -130 - correction It 81 .don bh City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 -431 -3665 Determination of Completeness Memo Date: April 13, 2006 Project Name: Denali Properties, Lot 2 Permit #: D06 -130 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp, not copied.) 1. The site plan does not show a footing or roof -drain discharge system. Provide additional plan details to identify a footing drain or a crawl space water discharge system. Show roof drainage system or downspouts. The footing discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department The intent is that groundwater will not accumulate in the basement or crawl space. 2. Show topographical lines on the site plan that identify ground slope conditions. 3. Show property legal description, address and parcel number on the site plan. Should there be questions concerning the above requirements, contact the Building Division at 206-431- 3670. No further comments at this time. /� / ARCHITECTS / / ARCHITECTS Architects Northwest, Inc. 18915 142nd Avenue NE Suite 100 Woodinville, WA 98072 April 25, 2006 8: 425-485-4900 F: 425-487-6585 Toll Free:1- 888- ARCH -100 Email: ANW @ArchitectsNW.com Project Name. Denali Properties, Lot 2 Permit #: D06 -130 Plan Review: Allen Johannessen, Plan Examiner 1. Downspouts have been added to the site plan. Arrows have also been added to show where the footing and roof drain discharge systems will be draining. 2. Topography lines were added to the site plan. 3. Legal description, site address, and parcel number have been added to the site plan. If you have any further questions, please give me a call. Thank you, Tony Soper p4/ April 14, 2006 REVISED: April 21, 2006 Darren Ludwigsen PO Box 1845 Bellevue, WA 98009 Dear Mr. Ludwigsen: Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 Development Permit Application D06 -130 Denali Properties — 14415 48 PI S, Lot 2 This letter is to inform you that your application received at the City of Tukwila Permit Center on April 12, 2006 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department(s) needs to be addressed: Building Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning the attached comments. Fire Department: Alan Metzler, at 206 575 -4404, if you have any questions concerning the attached comments. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) 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, Jennifer Marshall Permit Technician Enclosures File: Permit D06 -130 P:Uennifer\ncompiete Letters \2006\D06 -130 Incomplete Ltr #1.DOC jem Steven Al. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Determination of Completeness Memo Date: April 13, 2006 Project Name: Denali Properties, Lot 2 Permit #: D06 -130 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 1 The site plan does not show a footing or roof -drain discharge system. Provide additional plan details to identify a footing drain or a crawl space water discharge system. Show roof drainage system or downspouts. The footing discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department The intent is that groundwater will not accumulate in the basement or crawl space. 2 Show topographical lines on the site plan that identify ground slope conditions. 3 Show property legal description, address and parcel number on the site plan. Should there be questions conceming the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. DATE: April 21, 2006 APPLICANT: Denali Properties, Lot 6 RE: D06 -130 ADDRESS: 14415 48 PI S FIRE DEPARTMENT COMMENTS 1. Provide fire hydrant location on site plan. 2. Provide a completed Certificate of Water Availability (provided). April 14, 2006 Darren Ludwigsen PO Box 1845 Bellevue, WA 98009 RE: Letter of Incomplete Application # 1 Development Permit Application D06 -130 Denali Properties — 14415 48 PI S, Lot 2 Dear Mr. Ludwigsen: If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Enclosures File: Permit D06 -130 City of Tukwila P:Vennifer\Incomplete Letters \2006\D06 -130 Incomplete Ltr #1.DOC jem Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you that your application received at the City of Tukwila Permit Center on April 12, 2006 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department(s) needs to be addressed: Buildine Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning the attached comments. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accented through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 Determination of Completeness Memo Date: April 13, 2006 Project Name: Denali Properties, Lot 2 Permit #: D06 -130 Plan Review: Men Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 1 The site plan does not show a footing or roof -drain discharge system. Provide additional plan details to identify a footing drain or a crawl space water discharge system. Show roof drainage system or downspouts. The footing discharge system will generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Woks Department. The intent is that groundwater will not accumulate in the basement or crawl space. 2 Show topographical lines on the site plan that identify ground slope conditions. 3 Show property legal description, address and parcel number on the site plan. Should there be questions conceming the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. ACTIVITY NUMBER: D06 -130 DATE: 11 -07 -06 PROJECT NAME: DENALI PROPERTIES, LOT 2 SITE ADDRESS: 14415 48 PL S Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTM D t o g Buil l gg Divvvisib Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete It Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS R CORRECTIONS: Documenlsrrouting slip.doc 2 -28-02 .' PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ Structural Review Required Planning Division ❑ Permit Coordinator ❑ DUE DATE: 11-09-06 Not Applicable U No further Review Required DATE: Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: u n DUE DATE: 12-07-06 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ eW ❑ Staff Initials: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -130 DATE: 07 -7 -06 PROJECT NAME: DENALI PROPERITES - LOT 2 SITE ADDRESS: 14415 48 PL S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # _ After Permit Issued DEPARTMENTS: B I ing Division Fire Prevention Public Works ❑ Structural HERMIT COORD COPY DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Ni Incomplete ❑ Planning Division ❑ Permit Coordinator ❑ DUE DATE: 07 -11 -06 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS DATE: APPROVALS OR CORRECTIONS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Documents/routing sIip.doc 2-28-02 DUE DATE: 08 -8-06 ACTIVITY NUMBER: D06 -130 DATE: 05 -03 -06 PROJECT NAME: DENALI PROPERTIES, LOT 2 SITE ADDRESS: 14415 48 PL S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS q4 /p Bul ing"L7iciislon e�� Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete N6 Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: DUE DATE: 06-01-06 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 „ PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP till 4 0 5M° Fire Prevention Structural DUE DATE: 05-04-06 No further Review Required DATE: DATE: M PI nng Division I�SJ Permit Coordinator ❑ Not Applicable Permit Center Use Only r - CORRECTION LETTER MAILED: (� r, 4(. Departments issued corrections: Bldg (f Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D06 - 130 DATE: 04 - - PROJECT NAME: DENALI PROPERTIES, LOT 2 SITE ADDRESS: 14415 48 PL S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: ui ing Division Public Works Complete ❑ Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: Documents/routing slip.doc 2-28-02 HERMIT COORD COPY PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: 60 d4wi e4 grofr Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., TI)urs.) Incomplete TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: C p� ki 4 -15 -ok Planning Division Permit Coordinator C DUE DATE: 04-13-06 Not Applicable ❑ Permit Center Use Only ,,, I `' INCOMPLETE LETTER MAILED: G� - I41'R, LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 05-11-06 Approved with Conditions ❑ Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Revision No. Date Received Staff I Initials Date I Issued Revision No. a 1 Date Received I Staff Initials Date I Issued I • Staff , Initials l I � y I I . Q"L 'ta/ v Summary of Revision: Arry21 'II Dom P.A i f Mt- IISkaa - D1 . Received By: Revision No. Date Received Staff I Initials Date I Issued Staff I Initials I I. Summary of Revision: Summary of Revision: Received By: Revision No.. . Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Summary of Revision: Received By: Revision No. I Date Received I Staff I Date Initials Issued Staff I Initials I . . _... Summary of Revision: Received By: PROJECT NAME: jr,228A OI 1 PERMIT NO:.. P - 1,3o Origin Date: Site Address: I hird PL S - REVISION LOG (please print) (please print) (please print) (please print) 1 Revision No. Date Received I Staff I Initials Date Issued Staff Initials Summary of Revision: Received By: (please print) City of Tukwila Received at the City of Tukwila Permit Center by: k Entered in Permits Plus on I t - 1-DI/ bepphes ons\f orms- applications on hne4evision submittal Created: 8- 134004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: httv://www.cltulovil wa. us Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mall, fax; etc. Date: 10 I7 1 V' Plan Check/Permit Number: ID 'ob ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # _ ❑ Revision # after Permit is Issued 1 Revision requested by a City Building Inspector or Plans Examiner Project Name: - t )."' Project Address: Ng- t$ Lietc, 9k S Contact Person: �O c� Phone Number t 1 4 % S Summary of Revision: a4 PEW Acid-Wv V +Rar RECEIVED KNaI • NOV 0 7 2006 Sheet Number(s): PEAt�tIT CENTER "Cloud" or highlight all areas of revision including date of revision Date: 7/7 / OC., City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206431 -3665 Web site: http: //www.cl.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fat, etc. ❑ 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: -ctt �y ,s I Project Address: 1 1 -1-i u CHL PI S Contact Person: DA ens? .t S \ \1.6.0 ∎S -SitN1 Phone Number :yam $3.9- 62.60 P- s$)gau Summary of Revision: n`l cM C.N. — ce S'»ns c rve t 61\S Sheet Number(s): "Cloud" or highlight all areas of revision Including date of revision Received at the City of Tukwila Permit Center by: k ] Entered in Permits Plus on e l-1M /0 lappl,cations\fonns- applications on Imelrevision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED fi PERMIT CENTER REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: SiSkrao City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Denali Properties Project Address: 14415 48 P1 S, Lot 2 Contact Person: Darren Ludwigsen Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: b 4 St- Entered in Permits Plus on oritcal \applications\forms- applications on linekevision submittal Created: 843 -2004 Revised: Plan Check/Permit Number: D06-130 Steven M. Mullet, Mayor Steve Lancaster, Director Phone Number: A2S 42q. 1Z, CITY OF TUSWIL4 MAY 0 3 2006 PERMIT CENTER QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 -100 $23.50 101 -1,000 $37.00 1,001 - 10,000 $49.25 10,001 - 100,000 $49.25 for 1" 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1' 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1" 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME LT L PERMIT # If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization �� . Erosion prevention s. Ise, Water /Sewer /Surface Water ` Road/Parking/Access 13)P+ A. Total Improvements z 2.1e6 . 0e> 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. a n -O 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. s 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume L ro cubic yards Enter total fill volume 4 re cubic yards $ att. Use the following table to estimate the grading plan review and per -Tit fee. Use the greater of the excavation and'fill volumes. GRADING Plan Review and Permit Fees TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $3:52.t The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised Jan. 2006 $250 (1) $ ( (4) CITY O F RECEIVED 1 APR 1 2 2006 PERMIT CENTER QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101 -1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and , Repair Rate . * (per 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 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B +C+D) 7. Pavement Mitigation Fee 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. $ S'2 .S'd 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 p $ 13 •V° Approvcd49.25.02 Last Revised Jan. 2006 2 (6) (7) (8) WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.012006 - 1231.2006 Total Fee 0.75 $600 $4648 $5248 1 $1100 $11620 $12720 1.5 $2400 $23240 $25640 2 $2800 $37184 $39984 3 $4400 $74368 $78768 4 $7800 $116200 $131790 6 $12500 $232400 $244900 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* It SMAR. D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ S24 • (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Transportation Mitigation $ G. Other Fees $ Total A through G $ (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ J J2 Q• 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 Last Revised Ian. 2006 Temporary Meter 0.75" 2.5" $300 $1,000 3 ,in( GRADE ENTERPRISES Pk. sox 1182 MAPLE VALLEY. WA 98038 206391.2747 i RYAN QUALLS DATE BILLTo: AMERICAN CLASSIC HOMES LL.0 PROJECT :E7CCA4h F'OFF 1bUNpATXMI BAOXFI1.176040A1ION,,;? .EWER N9ostu0 WILTSRL7NE 9161•A7.1".1mow'- 5 DRPL117,L1TES:POWERSASP Iva:ro c �PIPE.INit71P INTERIOR BACKFTLL EXPORT DIRT OFFSRE Mason DIRT CI SITE FOOTNG DRAINS ESTIMATE NUMBER: EtOS DATE: 02:324828111, 2005 QUAHnTY /HouIw RATE 95o.00 950.)6 450.00' 650.00` 450.00 ' 250.00 10.00 4.75 700.00 LOCATION TAR AMOUNT 950.00 950.00 850.00 450.00 650.00 450.00 250.00 10.00 4.75' 700.00 Sue•TOrAs. 95,264.75 j STATE TAX 8.80% on 0.00 I 0.00 I TOTAL ■ 95 ,254.751 Impact Fee Schedule 2006 Land Uses Unit of Measure Zone 1 Zone 2 Zone 3 Zone 4 Cost per Tri > 1 $1,424.71 $1,345.46 $1,071.73 $807.07 Residential Single Family dwelling $1,361.18 $1,285.46 $1,023.94 $771.08 Multi Family dwelling $826.33 $780.37 $621.60 $468.10 Retirement Community dwelling $291.10 $274.91 3$218.98 $164.90 Nursing Home /Convalescent Center bed $215.63 $203.64 ;$162.21 $122.15 Assisted Living dwelling $183.29 $173.09 $137.88 $103.83 t Commercial - Services Drive -in Bank sq ft/GFA $18.98 $17.92 ; $14.28 $10.75 Walk -in Bank sq ft/GFA $15.32 $14.47 $11.52 $8.68 Day Care Center sq ft/GFA $7.62 $7.20 $5.74 $4.32 Library sq ft/GFA $3.48 $3.29 $2.62 $1.97 Post Office sq ft/GFA $5.30 $5.00 $3.98 $3.00 Hotel /Motel room $908.73 $858.19 $683.59 $514.78 Service Station VFP $3,812.37 $3,600.31 $2,867.84 $2,159.64 Service Station /Minimart VFP $2,627.55 $2,481.40 $';,976.56 $1,488.46 Service Station /Minimart/Car Wash VFP . $3,885.36 $3,669.24 '$2,922.74 $2,200.99 Carwash Self -Serve Stall $2,318.66 $2,189.69 $1,744.20 $1,313.48 Movie Theater screen $33,521.56 $31,656.97 $25,216.45 $18,989.37 Health Club ft/GFA $3.85 $3.64 $2.90 $2.18 Racquet Club ft/GFA jBerth $1.64 $1.54 $1.23 $0.93 Marina $202.92 $191.64 S152.65 $114.95 Commercial - Institutional Elements School /Jr. High School student $160.18 $151.27 '5120.50 $90.74 High School student $107.82 $101.82 $81.10 $61.08 University/College student $219.48 $207.27 $165.10 $124.33 Church sq ft/GFA $0.94 $0.89 $0.71 $0.53 Hospital sq ft/GFA $1.42 $1.34 $1.07 $0.80 Commercial - Restaurant Restaurant sq ft/GFA $7.84 .$7.411 $5.901 $4.44 Fast Food Restaurant w/o drive thru s ft/GFA $10.07 $9.51 $7.57 $5.70 Fast Food Restaurant w drive /thru sq ft/GFA $12.891 $12.171 $9.701 $7.30 Industrial Light Industry/High Technology sq ft/GFA $1.92 $1.82 $1.451 $1.09 Industrial Park sq ft/GFA $1.81 $1.71 $1.36 $1.02 Warehousing /Storage sq ft/GFA $1.00 $0.95 $0.751 $0.57 V - V1VOO LWO.Wu IGhl Ca GFA= Gross Floor Area VFP= Vehicle Fueling 'Positions (Maximum number of vehicles that can be fueled simultaneously) 23. g -T1n cd Fe :t -I.� -i i i � I i I I � I I I �; i-� ii -I j-i -I I I I LEI � i I Ii,I I i l i1 I I I��►Trl -rl �-� �-� � �, I I I I i'I- I -I-�- i- I�r�- �- � -r�i�� ��, <. inch vas 1I . 2I } 3I G : , . e... 5 6 \V1TNT/i(')jT® $imce 1872" 5L ti6 EL Zl 6l``''. 1 Ind l I I I I I I I I I I I I I I I f I I I I l I I 9 I I 5 I I 1 14 I I I I I I IE I I I I II I I Z I I I I I I I I wo I I i , jgj/7 M 21 Owner Informations. _. = , : - �< �. = ;pgent/Coittata-Per ion:: Name: �N4 j �E Name: DA tilEti bJwyt Address:to Bi 1 a45 f f CI \/ 3 W� 1A lug Address. Phone: A , AN _ 12I� I Phone: S.P1 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 -431 -3670 Public Works Department: 206 -433 -0179 Planning Division: 206 -431 -3670 Part At 7o be completed /by :applicant Site address (attach map and legal description showing hydrant location and size of main): \AA 1S Ateri L 5t'>4 , Le' 2 This certificate is for the purposes of: Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision Commercial/Industrial Building Permit ❑ Rezone ❑ Other 3 (Q " Mae Estimated number of service connections and water meter size(s): \ CAWC/1 Vehicular distance from nearest hydrant to q + � ( e � closest point of structure is 30 ft. Area is served by (Water Utility District): tAIER- l>l SI QJeT t Sign ure bi completed :,by water.utility:districtr <'. -- 1. The proposed project is within j K K.tXJ� Q le- 2. Jo improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet if more mom is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 7 at 20 psi residual for a duration of 2 hours at a velocity of / 0 , 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 8 -2 are met. ❑ System is not capable of providing service to this project. I hereby certify that the above information is true and correct. k r co .wb-- -ttiC, kC7 r Agency hone Zoe. 2-42 9 5 -4 f7 CITRECEIVED TUKILA MAY 03 2006 applications \water availability (7- 2003� Printed: 9 -16-03 CERTIFICATE OF WATER AVAILABILITY Required only If outside City of Tukwila water district INCOMPLETE PERMIT NO.: Doi' ltd (City /County) gum I c) � By Date' License Information License DENALPL004Q1 Licensee Name DENALI PROPERTIES LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602024803 Ind. Ins. Account Id #3 Business Type LIMITED LIABILITY COMPANY Address 1 PO BOX 1845 Address 2 City BELLEVUE County KING State WA Zip 980091845 Phone 4254628000 Status ACTIVE Specialty I GENERAL Specialty 2 UNUSED Effective Date 11/21/2000 Expiration Date 11/15/2007 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #3 DEVELOPERS SURETY & INDEM CO 572016C 12/02/2003 Until Cancelled $12,000.00 12/12/2003 Business Owner Information Name Role Effective Date Expiration Date LUDWIGSEN, RICHARD D PARTNER/MEMBER 11/21/2000 Look Up a Contractor, Electric.; an or Plumber License Detail - Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress. wa. gov/ lni/ bbip/ printer.aspx?License= DENALPL004Q 1 07/17/2006 x x x x x x x x x