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Permit D06-148 - Wu Residence - Move Residence, Foundation and Decks
WU RESIDENCE 15026 42 AV S EXPIRED Kirolfff:3 R City of ukwia Department of Community Development 16300 Southcenter BL, Suite 1001 Tukwila, WA 98188 (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 0042000247 Address: 13026 42 AV S TUKW Suite No: Permit Number: Issue Date: Permit Expires On D06 -148 08/0312006 01/30/2007 Tenant: Name: WU RESIDENCE Address: 15026 42 AV S, TUKWILA WA Owner: Name: WU WEN SHAN Address: 6240 147TH AVE SE, BELLEVUE WA, Phone: Contact Person: Name: WENSHAN WU Address: PO BOX 13253, DES MOINES WA, Contractor: Phone: 206 683 -5688 Name: REDMOND RENOVATION Phone: 425- 788 -4960 Address: PO BOX 5000, DUVALL WA, Contractor License No: REDMOR *945DW Expiration Date: 01 /06/2008 DESCRIPTION OF WORK: EXISTING ONE -STORY RESIDENCE TO BE MOVED TO SITE, RAISED, NEW MAIN FLOOR BUILT UNDER EXISTING RESIDENCE WITH NEW CONCRETE FOUNDATION, WALKS, STEPS, NEW DECKS, STAIRS, ETC. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE FOR NEW DRIVEWAY ROOF DOWNSPOUTS INCLUDING ON -SITE INFILTRATION, POSSIBLE STREET USE FOR UNDERGROUNDING OF POWER. WATER DIST. 125 VAL -VUE SEWER DIST. Value of Construction: $102,052.88 Fees Collected: $3,631.06 Type of Fire Protection: NONE Uniform Building Code Edition: Type of Construction: VB Occupancy per UBC: 22 Public Works Activities: Channelization 1 Striping: N Curb Cut I Access 1 Sidewalk 1 CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 20 c.y. Fill 10 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: Y Profit: N Non Profit: N Water Main Extension: N Private: Public: Water Meter: N doc: Devperm DO6 -148 Printed: 08 -03 -2006 i C ity of 'ukwi'.a Department of Community Development 1 6300 Southcenter BL, Suite 1001 Tukwila, WA 981881 (206) 431 -3670 Permit Center Authorized Signature: Date: L I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or t�heej performaAce of work. I am authorized to sign and obtain this development permit. Signature: l� Date: C,5 O Z Print Name: L This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm 006 -148 Printed: 08 -03 -2006 %W LLVD- TUK% -VLLA, WA 93188 Parcel No.: 0042000247 Address: 15026 42 AV S TUKW Suite No: Tenant: WU RESIDENCE 1: `BUILDING DEPARTMENT CONDITIONS"" Permit Number: D06 -148 Status: ISSUED Applied Date: 0412412006 Issue Date: 08/03/2006 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 (2061431- 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: 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. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: All wood to remain in placed concrete shall be treated wood. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: 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. 11: 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. 12: 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. 13: 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. 14: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. L PERMIT CENTER PERMIT CONDITIONS 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. doc: Conditions D06 -148 Printed: 08 -03 -2006 1 14.► 16: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (2061248- 6630). 17: 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. 18: *FIRE DEPARTMENT CONDITIONS 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 21: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 -112" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 -114" Pentagon open -lift operating nut. (City Ordinance #2052) 22: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 23: A Public Works permit is required for fire hydrant installations. 24: Adequate ground ladder access to rescue windows shall be provided. 25: Maximum grade for all projects is 15 26: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 27: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 28: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 29: *PUBLIC WORKS DEPARTMENT CONDITIONS 30: Contractor shall notify Public Works Project Inspector Mr. Greg Villanueva at (206)433 -0379 of commencement and completion of work at least 24 hours in advance. 31: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 32: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. doc: Conditions D06 -148 Printed: 08 -03 -2006 Oro I 33: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 34: Any material spilled onto any street shall be cleaned up immediately. 35: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 36: A bond in the amount of 150% x cost of work within the Public right -of -way, made out to the City of Tukwila for possible property damages caused by activities. 37: Hold Harmless Agreement between Owner and City, is required prior to work within the Public right -of -way. 38: The Land Altering Permit Fee is based Upon an estimated 20 cubic yards of cut and 10 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 39: 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. 40: 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. 41: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 *continued on next page doc: Conditions D06 -148 Printed: 08 -03 -2006 I I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: c Date:��� doc: Conditions D06 -148 Printed: 08 -03 -2006 CITY OF TUKWILA Community Developmentpartment Public Works Department f Permit Center 190 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print SITE LOCATIO.: King Co Assessor's Tax No.: 1 7-60 07_�_q Site Address:_Z50;?& 7V8. S, Suite Number: Floor: Tenant Name: New Tenant: Yes ..No Property Owners Name:_ViOW SgOW PV 44 Mailing Address: City state Zip CONTACT PERSON Name: 1 n Vq (4 Day Telephone: Za( 49 3 5i6*�? Mailing Address: p 0 3Z�` t 01 !4� k/4 9 g/ q',[ E -Mail Address: .4 4o v 3 r O Ao t a city state zip Fax Number: GENERAL CONTRACTOR. INFORMATION (Mechanical Contractor Info matiaa on b cl� page) Company Name: VYt? Mailing Address: cit state zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ARCHITECT° OF RECORD All plaris be wet stumped b Architect 6f R &6rd Company Name: Mailing Address: City state zip Contact Person: D Day Telephone:__-f9S &M gi:f5 E -Mail Address: k0/e1S Fax Number: 8,88 r /7Z ENGINEER Off' RECORD All plans must be wet stamped. by Engineer oiRecord Company Name: Mailing Address: city State zip Contact Person: Day Telephone: E -Mail Address: Fax Number: qAl wmu vretire etungatp«mit appiicakm (74 aevise 6-"S Page I t6 Well there be new rack storage? Q..Yes X No If "yes see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area ofthe foundation of all structures, plus any decks over IS inches and overhangs greater than 18 inches) 17� *For an Accessory dwelling, provide the following: /`/C Lot Area (sq ft):-71b Z Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence Number of Parking Stalls Provided: Standard: 22 2 Compact: Handicap: Will there be a change in use? ....Yes K.No If "yes explain: FIRE PROTECTION/HAZARDOUS MATERIALS: [I Sprinklers ..Automatic Fire Alarm None Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? Yes No If yes attach list of materials and storage locations on a separate 8-112 x I I paper indicating quantities and Material cry Data Sheets. 4 N PW= %P-nr VK-i- (7 -2W4) aid: 64145 Page 2 en Addition to Type of Type of Interior Existing 'Construction Occupancy per Existing Remodel. Structure New per .IBC IBC P poor JJ _0>_ J 2°° Floor 3' Floor Floors —J I_ thru L'.. Basement Accessory Structure* Attached Garage Detached Garage I I Attached Carport NII J I J I D c arp-1 Covered fleck 24 SF Uncovered Dec 40-5 F -1. e-'. 5F PLANNING DIVISION: Single family building footprint (area ofthe foundation of all structures, plus any decks over IS inches and overhangs greater than 18 inches) 17� *For an Accessory dwelling, provide the following: /`/C Lot Area (sq ft):-71b Z Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence Number of Parking Stalls Provided: Standard: 22 2 Compact: Handicap: Will there be a change in use? ....Yes K.No If "yes explain: FIRE PROTECTION/HAZARDOUS MATERIALS: [I Sprinklers ..Automatic Fire Alarm None Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? Yes No If yes attach list of materials and storage locations on a separate 8-112 x I I paper indicating quantities and Material cry Data Sheets. 4 N PW= %P-nr VK-i- (7 -2W4) aid: 64145 Page 2 en PUBLIC WORKS PERMT INN MA'L'IGN 206-433 -0179 Y Scope of Work (please provide detailed information): AD Aff /LION Z7 2r!7 1 �6t G7?'C 17 74V A96�' c® i�l 710 T,Vc90Z'r�<1 st d Call before you Dig: 1-800424-5555 Please refer to Pnbile Works Bulletin #1 for fees and estimate sheet. Water District ...Tukwila Water District 125 Highline ...Renton Water Availability Provide Sewer District L] ...Tukwila VaIvue Renton ...Seattle ...Sewer Use Certificate Sewer Availability Provided Approved Septic Plans Provided ❑...Septic System For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Su mitted with Appticntion (mark boxes which a pjyj: Civil Plans (Maximum Paper Size 22" x 34 ...Technical Information Report (Storm Drainage) Q Geotechnical Report El Traffic Impact Analysis ...Bond Insurance Easement(s) Maintenance Agreement(s) ...Hold Harmless Pro used Activities (mark bones that s epiVl: 6COW b Right -of -way Use Nonprofit for less than 72 hours Right -of -way Use Profit for less than 72 hours 1 Right -of -way Use No Disturbance Right -of -way Use Potential Disturbance ..Construction/Excavation/Fill Right -of -way Non Right -of- -way Y Total Cut 1LSZ cubic yards ...T cubic yards t4Gl lGL� MF5G ..Sanitary Side Sewer 41t�q'5?tle ...Cap or Remove Utilities rontage Improvements ''rafftc Control ...Backflow Prevention Fire Protection Irrigation Domestic Water X -Ycrinanent Water Meter Size... ...Temporary Water Meter Size ...Water Only Meter Size............ ...Sewer Main Extension Public Water Main Extension .............Public FINANCE INFORMATIQN Fire Line Size at Property Line Cl Water Sewer Monthly Service Billine tQ Name: Mailing Address: Water to efiind/BillinC Name: Mailing Address:. Q"l phuu- chaVwIP —R apph_i_ (7-2w4) Retied: &Z-05 es L Work in Flood Zone Storm Drainage �/�r C7 t�f� Abandon Septic Tank Grease Interceptor Curb Cut jvvq'5�r46' Channelization Pavement Cut Trench Excavation .,.�e Looped Fire Line Utility Undergrounding �LyZ 6ar WON �yll WON WO# Deduct Water Meter Size Private Private Number of Public Fire Hydrant(s) ...Sewage Treatment bay Telephone: city Slate Zip Day Telephone: city state zip Page 3 1 WCRANICAL PERMIT 0� s�40�- 4�1- 3�'��� MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: City State zip Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance Valuation of Project (contractor's bid price): S Scope of Work (please provide detailed information): Use: Residential: New.. Replacement..... Commercial: New Replacement..... Fuel 'Tvpe. Eleclric..: Gas ....El Other. Indicate type of mechanical work being installed and the quantity below: Unit Type: I Qty I Unit Type: I Qty I Unit Type: I Qty I Boiler /compressor: Furnace <100K BTU Air Handling Unit >10,000 Fire Damper 0 -3 HP /100,000 BTU CFM ilL.�% Fumacvl00K BTU I Evaporator Cooler 1 Diffuser 1 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP 11,000,000 BTU I to Single Duct Suspended/Wali/Floor Ventilation System f Wood/Gas Stove 30-50 HP /1,750,000 BTU Mounted Heater I I Aovliance Vent I I Hood and Duct 1 I Water Heater I 1 50+ HP /1,750,000 BTU Repair or Addition to Inciberator Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator Commllnd f Other Mechanical <10,000 CFM I I Equipment f Q® R PERMXT APPIACATION No Ap) icab a to uli permits In. thb. Application Value of Construction In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. 13LTILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: A60" 5A W* Mailing Address:_..r- .5253 Date Application-Accepted. N W q.%*—As pkm%i- d #%p14 appl —ica (7 -TOOK) peviaad: 6.8-05 bh .Date: Day Telephone: Ar* '(253 P597 �a+rm. W,4,8g C4 stm Z+p Date Application Expires, Page 4 0 -Staff initials: V City o f 'ukwi' 6300 Southcenter BL, Suite 100 Tukwila, WA 98188 (206) 431 -3670 RECEIPT Parcel No.: 0042000247 Address: 15026 42 AV S TUKW Suite No: Applicant: WU RESIDENCE Receipt No.: R06 -01184 Initials: BLH User ID: ADMIN Payee: WEN W U LEE Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: TRANSACTION LIST: Type Method Description Amount Payment Check 541 2,726.52 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING RES 000/322.100 1,252.80 PLAN CHECK RES 000/345.830 -90.22 PW BASE APPLICATION FEE 000/322.100 250.00 PW LAND ALT PERMIT FEE 000/342.400 23.50 PW PERMIT /INSPECTION FEE 000/342.400 131.00 PW PLAN REVIEW 000/345.830 131.00 STATE BUILDING SURCHARGE 000/386.904 4.50 TRAFFIC MITIGATION FEES 104.367.120 1,023.94 Total: 2,726.52 D06 -148 APPROVED 04/24/2006 2,726.52 08/0312006 04:39 PM $0.00 1 doc: Receipt Printed: 08 -03 -2006 X City of ukwi -a 6300 Southcenter BL, Suite 100 Tukwila, WA 981881(206) 431 -3670 RECEIPT Parcel No.: 0042000247 Permit Number: D06 -148 Address: 15026 42 AV S TUKW Status: PENDING Suite No: Applied Date: 04/24/2006 Applicant: WU RESIDENCE Issue Date: $1,396.10 Receipt No.: R06 -00553 Payment Amount: 904.54 Initials: 3EM Payment Date: 04/24/2006 03:05 PM User ID: 1165 Balance: $1,396.10 Payee: WEN WU LEE TRANSACTION LIST: Type Method Description Amount Payment Check 566 904.54 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK RES 000/345.830 904.54 Total: 904.54 doc: Receipt 4831 04/24 1716 TOTAL 904.54 Printed: 04 -24 -2006 CITY OF TUKWILA BUILDING DIV'''ISION RECEIVED CITY OF TUKWILA APR 2 4 06 For the proscriptive Approach Simple Form Washington State Energy Code (2003 Edition) PERMIT CENTER Climate zone 1 Site Information Lot: Address: ufa S. City: State:—„V-At Zip: Phon r Phone 2: Fax: #ZS 409 r l /7Z .r 4 Table 6-1 PRESCRIPTIVE REQUIREMENTS Rt FOR GROUP R OCCUPANCY CLIMATE ZONE I (Unlimited Glazing ktion OnIX) Glazing Glazin &U Factor Door' wall wall Wall slab Option Area U- Ceiling Vaulted Above Int Exe Floor On of Floor Vc ical Overhead factor Ceiling Grade Below Below Grade Grade Grade III Unlimited Group R -3 0.40 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 Occupancy Only See the cods: text for footnote references REVIEWED FOR This project complies with the following: COD COMPLIANCE The project is a single family residence or duplex. The project is wood frame QR all of the insulation Is interior or exterior of the fray ling. """f"►�r� All building components meet the r equirements listed in Table 6 -1 Option Ill. JUL The project will meet all other provisions of the WSEC and VIAQ. The project will take advantage of the following exceptions to the prescriptive option: 602.6 Exception 1. One door, that Is 24 R or less, that does not meet the standa ds is Of T4lkvvila Location of the door taking this exception MAIA/ a 49 602.6 Exception 2. Doors with a U- factor of 0.40 allowed without calculations, Option III only. Location of the door(s) taking this exception ff O /TZM L5- zRW97 4S .tE;!Z/.O&ArLr i. MC JeOV��- Copyright 2002, VVSUCEEP02 -055 Copied by permission from the Washington Slate University Extension Energy Program Prescriptive Simple Form Climate Zone t 7/2ti/2004 L)w -IBS r Washington State Energy Code: 2003 Edition, Prescriptive Worksheet Zone 1 R Effective 711104 Copyright 2004 WSUEEP 02 -143 Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 712812D04 1 of 3 .-Allow e ffi 4 A i. I Conditioned Root.. Area I ..Glazing. Area Area Weighted Feee 'U-Factor° At 11 MIt. q Vertical Glazing Overhead Glazing i70df Al:... 602.7.2 Ezception,'Area Glazing, Area Total Glazing To Flobr Area .Ratio 6wrrtg Area Total I.Conditned Floor Area 6027 2 Exception Ratjp 8x)2.7:2 Glwtny Area Taal I Coed coned_ r Area "ro exeeed TABLE 6-1 PRESCRIPTIVE REQUIREMENTS" FOR GROUP R OCCUPANCY CLIMATE ZONE 1 Select aria pptigvr..:... Glazln Glazlnd U factor a Wall. Wall• Door Vaulted fit" ext' s Optio n U- Factor Ceiltng� Above Flooe Ceping Grade Below Below ;Grade door Vertical Overhead" Grade Grade L I 12% I 0.35 I 0.58 N 0.20 I R-38 R -30 R15 N R -15 R-10 R -30 I R -10 II i I 15% I 0.40 I 4 -58 I 0.20 I R -38 I R -30 I R -21 I R -21 I R -10 I R -3D I R -10 f ll. 25% 0.40 0.58 0.20 R -381 R-30 i R -211 R-15 R -10 R -30 R 10 P R-1 U -0.031 U -0.034 U -0.060 L' -0.029 and R-2 Oaupancies Onh exti'- Unlimited 0.40 0.58 0.2D R-38 R -30 Ra i R 21 R-10 R -30 R -10 Group R -3 and K-4 occupancies ftiY i;ted 0.35 0.58 0.20 R -38 R-30 i R -211 R -15 R -10 A -301 R-10 Eitoup R -1 U -0.031 U -0.034 .0 -0.060 U -0.029 and R-2 Occupancies Only see code text for footnote references 1. Copyright 2004 WSUEEP 02 -143 Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 712812D04 1 of 3 .-Allow e ffi 4 A i. Washington State Energy Code: 2003 Edition, Prescriptive Worksheet Zone 1 Effective 7!1!04 Copyright 2004 WSUEEP D2 -143 Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 7/28/2004 2 of 3 Washington State Energy Code: 2003 Edition, Prescriptive Worksheet Zone 1 Effective 711I04 Overhead.GSazing Copyright 2004 WSUEEP 02 -143 Copied by permission from Washington State University Extension Energy Program. 7/2812004 3 of 3 (see copyright restrictions) a Dean Read Architects BeamChek v2005 licensed to. Dean Read Architects Reg 2001 -2233 WEN SHAN WU DECK&ANDING Prepared by: DER Date: 4/23/06 Selectb 2x 8 Hi" #2 C 16 in, oc Lu 0,0 Ft Conditions Repetitive Use, NDS 2001 Min Bearing Area R1= 1.3 in R2 =1.3 in DL Deft 0.10 in Data Beam Span 8.0 ft Reaction 1 LL 267 Reaction 2 LL 267 Beam Wt per ft 0 Reaction 1 TL 533 Reaction 2 TL 533 Bm Wt Included 0 Maximum V 533 Max Moment 1067 W Max V (ReOviced) 453 TL Max Defl L 1240 TL Actual Defl L 485 LL Max Deft L/360 LL Actual Deft L 1 969 Attributes Section (in Shear (in TL Defl (in) I.I. Deft Actual 13.14 10.88 0.20 0.10 Critical 10.91 4.53 0.40 0.27 Status OK OK OK OK Ratio 83% 42% 50 3 7% Fb (psi) Fv (psi) E (psi x mii) Fc l (psi) Values Base Values 850 150 1.3 405 Base Adiusted 1173 150 1.3 405 MustmOnts CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress NIA Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb 0.00 Le 0.00 Ft Kbe 0.0 Los Uniform LL: 67 Uniform TL: 133 A REVIEWED FOR CODE COMPLIANCE P�ermlt HQ. JUL 18 2006 Ran 1 C 0 f Tulcwtla RiJTI DTA.Ir- MIlTSTON1 Uniform Load A R1 533 R2 533 SPAN 8.0 FT Uniform and partial uniform bads are Ibs per lineal ft. F RECEIVED CITY 0FTtJ01LA APR 2 4 7106 PERMIT CENTER DWIF-Iqlz Dean Read Architects iqT A%�� BeamChek v2005 licensed to: Dean Read Architects Reg 2001 -2233 WEN SHAN WU HIP ROOFS Prepared by: DER Date: 4/23/06 Seleaw Conditions Data ributes Actual Critical status Ratio 14x 6 HF #2 Lu 0.0 Ft NDS 2001 Min Searing Area Beare Span Beam Wt per ft Bm Wt Included Max Moment TL Max Deft LL Max Deft Section (in') 17.65 15.22 OK 86% Values Base Values Base Adiusted Mustments CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use Cl Stability R1= 1.3 in R2= 1.3 in DL Deft 0.14 in 10.5 ft Reaction 1 LL 362 Reaction 2 LL 4.68 Reaction 1 TL 534 Reaction 2 TL 49 Maximum V 534 1401 W Max V (Reduced) 07 L 1240 TL Actual Defl L 286 L 360 LL Actual Deft L 422 Shear (W) TL Defl (in) LL Defl 19.25 0.44 0.30 4.87 0.53 0.35 OK OK OK 25% 84% 85% Fb (psi) Fv (psi) E (psi x mil) Fc 1 (psi) 850 150 1.3 405 1105 150 1.3 405 1.300 1.00 1.00 1.00 WA 1.00 1.00 1.00 1.00 1.0000 Rb 0.00 Le 0.00 Ft Kbe 0.0 i -aads Uniform LL: 69 Uniform TL: 97 A Uniform Load A 362 534 R1 534 R2 534 SPAN 10.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Dean Read Architects elml /0 0 6 BeamChek v2005 licensed to. Dean Read Architects Reg 2007 -2233 WEN SHAN WU MAIN FLOOR HEADERSIBEAMS Prepared by: DER Date: 4123106 Selerdmnn 6-314x 13-112 GLS 24F -Y4 DFIDF Lu 0.0 Ft Conditions Min Bearing Area Data Beam Span 8702 Beam Wt per ft 22.14 Bm Wt included 11329 Max Moment 282 TL Max Defl 11329 LL Max Deft Attributes Section (in) Actual 205.03 Critical 180.56 Status OK Ratio 88% Values Base Values Shear (ins) Base Adiusted Adiustments Cv Volume 91.13 Cd Duration 0.33 Cr Repetitive 58.31 Ch Shear Stress 0.43 Cm Wet Use OK CI Stability R1= 17.4 WR2= 17.4 in= DL Defl 0.10 in Suggested Camber 0.15 in 12.75 ft Reaction 1 LL 8702 Reaction 2 LL 8702 22.14 Reaction 1 TL 11329 Reaction 2 TL 11329 282 Maximum V 11329 36112 Yt Max V (Reduced) 9330 L 1240 TL Actual Dell L 1361 L 1360 LL Actual Deft L 1470 Shear (ins) TL Defi (in) LL Defl 91.13 0.42 0.33 58.31 0.64 0.43 OK OK OK 64% 66% 77% Fb (psi) Fv (psi) E (psi x mil) F c! (psi) 2400 240 1.8 650 2400 240 1.8 650 1.000 1,00 1.00 1.00 NIA 1.00 1.00 1.00 1.00 1.0000 Rb 0.00 Le 0.00 Ft Kbe 0.0 LQdd.l Uniform LL: 1365 Uniform TL: 1755 A Uniform Load A R1 =11329 R2 =11329 SPAN 12.75 FT Uniform and partial uniform loads are Ibs per lineal ft. Dean t_ BeamChek v2005 licensed to: Dean Read Architects Reg 2001 -2233 WEN SHAN WU MAIN FLOOR HEADERS/BEAMS Prepared by: DER Date: 4/23106 Selection Conditions Data gttributeq Actual Critical Status Ratio 14x 12 DF-L #1 Lu 0,0 Ft NDS 2001 Min Bearing Area Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Deft LL Max Deft Section 0 3 73.83 72.79 OK 99% values Base Values Base Ad'lusted Adiustments CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use Cl Stability R1= 7.8 ins R2= 7.6 in DL DO 0.01 in 5.6 ft Reaction 1 LL 3754 Reaction 2 LL 9.57 Reaction 1 TL 4853 Reaction 2 TL 53 Maximum V 4853 6572'# Max V (Reduced) 3198 L 240 TL Actual Defl L/>1000 L 360 LL Actual Deft L >1000 Shear (in) TL Defl (in) LL Defl 39.38 0.05 0.04 26.65 0.28 0.18 OK OK OK 68% 19% 22% Fb (psi) Fv (psi) E (psi x mil) Fe I (psi) 1000 180 1.7 625 1100 180 1.7 625 1.100 1.00 11.00 1.00 N/A 1.00 1.00 1.00 1.00 1.0000 Rb 0.00 Le a 0.00 Ft Kbe s 0.0 Ll& Uniform LL: 1365 Uniform TL: 1755 A Uniform Load A 3754 485,3 R1 4853 R2 4853 SPAN 5.5 FT Uniform and partial uniform loads are lbs per lineal ft. B Selection 3 -118x 9 GLS 24F -V4 DFMF Lu 0.0 Ft Conditions Aq Dean Read Architects BeamChek v2005 licensed to: Dean Read Architects Reg 2001 -2233 WEN SHAN WU MAIN FLOOR HEADERS /BEAMS Prepared by: DER Date: 4/23106 Min Bearing Area Data Beam Span 3754 Beam Wt per ft 6.83 Bm Wt Included 4845 Max Moment 38 TL Max Deft 4845 LL Max Deft Attrrbute.1 Section (in Actual 42.19 Critical 33.31 status OK Ratio 79% Values Base Values Shear (in*) Base Adiusted Adiustments Cv Volume 28.13 Cd Duration 0.08 Cr Repetitive 22.02 Ch Shear Stress 0.18 Cm Wet Use OK Cl Stability R1= 7.5 in= R2= 7.5 in DL Defl 0.021n Suggested Camber 0.04 in 5.5 ft Reaction 1 LL 3754 Reaction 2 LL 3754 6.83 Reaction 1 TL 4845 Reaction 2 TL 4845 38 Maximum V 4845 6662 W Max V (R educed) 3624 L 1240 TL Actual Defl L 623 L 1360 LL Actual Defl L t 804 Shear (in*) TL Deft (in) LL Defl 28.13 0.11 0.08 22.02 0.28 0.18 OK OK OK 78% 39% 45% Fb (psi) Fv (psi) E (psi x mil) Fc 1 (psi) 2400 240 1.8 650 2400 240 1.8 650 1.000 1.00 1.00 1.00 WA 1.00 1.00 1.00 1.00 1.0000 Rb 0.00 Le 0.00 Ft Kbe 0.0 Loads Uniform LL: 1365 Uniform TL: 1755 =A Uniform Load A f� R1 4845 R2 4845 SPAN 5.5 FT Uniform and partial uniform loads are ibs per lineat ft. WEN SHAN WU !e i Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Dean Read Architects 50AM BeamChek v2005 licensed to: Dean Read Architects Reg 2001 -2233 MAIN FLOOR HEADERSBEAMS Prepared by: DER Date: 4123106 5 -118x 15 GLB 24F-V4 DFMF Lu 0,0 Ft I Min Bearing Area R1= 17.4 In 17.4 in DI-Defl 0.09 in Suggested Camber 0.141n Beare Span 12.75 ft Reaction 1 LL 8702 Reaction 2 LL 8702 Beam Wt per ft 18.68 Reaction 1 TL 11307 Reaction 2 TL 11307 Gm Wt Included 238 Maximum V 11307# Max Moment 36042'# Max V (Reduced) 9490 TL Max Defl L 1240 TL Actual Defl L 1377 LL Max Deft L 1360 LL Actual Deft L/490 Section (inj Shear (in) TL Defl (in) LL Defl 192.19 78.88 0.41 0.31 180.21 56.81 0.64 0.43 OK OK OK OK 94% 74% 64% 73% Fb (psi) Fv (psi) E (psi x mil) Fe-L (psi) Base Values 2400 240 1.8 650 Base Adjusted 2400 240 1.8 650 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Ci Stability 1.0000 Rb 0.00 Le 0.00 Ft Kbe 0.0 Uniform LL: 1365 l 1 R1 =11307 Uniform Load A Uniform TL: 1755 =A R2 =11307 SPAN 12.75 FT Uniform and partial uniform loads are Ibs per lineal ft. Dean Read Architects BeamChek v2005 licensed to. Dean Read Architects Reg 2001 -2233 WEN SHAN WU MAIN FLOOR HEADERSIBEAMS Prepared by: DER Date: 4/23106 Selecfim 4x 112 tiF #2 Lu 0,0 Ft Conditions NDS 2001 Min Bearing Area R1= 9.8 ins R2= 9.8 in DL Deal <0.01 in. Data Beam Span 4.6 ft Reaction 1 LL 3071 Reaction 2 LL Beam Wt per ft 9.57 Reaction 1 TL 3970 Reaction 2 TL Bm Wt included 43 Maximum V 3970 Max Moment 44$7'0 Max V (Reduced) 2316 TL Max Defl L 240 TL Actual Defl L 1 X1000 LL Max Deft L f 360 LL Actual Deft L t >1000 Affributes Section (W) Shear (in') TL Defl (in) LL Defl Actual 73.83 39.38 0.03 0.02 Critical 57.32 23.16 0.23 0.15 Status OK OK OK OK Ratio 78% 59% 13% 16% Fb (psi) Fy (psi) E (psi x mil) Fe-L (psi) Values Base Values 850 150 1.3 405 Base Adjusted 935 150 1.3 405 Adjustments CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress NIA Cm Wet Use 1.00 1.00 1.00 1,00 CI Stability 1.0000 Rb 0.00 Le 0.00 Ft Kbe OA Ls� Uniform LL: 1365 Uniform TL: 1755 A Uniform Load A d R1 3970 R2 3970 SPAN 4.5 FT Uniform and partial uniform loads are tbs per Hneat ft. 3071 3970 A i n 8,i4x 12 GLB 24F -Y4 DFMF Lu 0,0 Ft .onditions ef Dean Read Architects t 5 i j SeamChek v2005 licensed to: Dean Read Architects Reg 2001 -2233 WEN SHAN WU MAIN FLOOR HEADERS/BEAMS Prepared by: DER Date: 4123106 Min Bearing Area Data Beam Span 8702 Beane Wt per it 25.52 Bm Wt Included 11351 Max Moment 325 TL Max Defl 11351 LL Max Deft Attributes Section 00 Actual 210.00 Critical 181.55 Status OK Ratio 86% Values Base Values Shear (in Base Adiusted Adiustments Cv Volume 105.00 Cd Duration 0.36 Cr Repetitive 59.81 Ch Shear Stress 0.43 Cm Wet Use OK C! Stability R1= 17.5 in R2= 17.5 ins DL Defl 0.11 in Soggested Camber 0.16 in 12.76 ft Reaction 1 LL 8702 Reaction 2 LL 8702 25.52 Reaction 1 TL 11351 Reaction 2 TL 11351 325 Maximum V 11351 361$1'# Max V (Reduced) 9570 L 1240 TL Actual Defl L 328 L 1360 LL Actual Defl L t 428 Shear (in TL Defl (in) LL Defl 105.00 0.47 0.36 59.81 0.64 0.43 OK OK OK 57% 73% 84% Fb (psi) Fv (psi) E (psi x mil) Fc! (psi) 2400 240 1.8 650 2391 240 1.8 650 0.996 1,00 1,00 1.00 N/A 1.00 1.00 1.00 1.00 1.0000 Rb 0.00 Le 0.00 Ft Kbe 0.0 Loa Uniform LL: 1365 Uniform TL: 1755 =A Uniform Load A f� R1 =11351 R2 =11351 SPAN 12.75 FT Uniform and partial uniform toads are the per tineat ft. Dean Read Architects BeamChek v2005 licensed to: Dean Read Architects Reg 2001 -2233 WEN SHAN WU DECK BEAM /STAIR BEAMS Prepared by: DER Date: 4/23106 selec nn Conditions Data Attribute-2 Actual Critical Status Ratio 14x 6 HF 92 Lu 0.0 Ft NDS 2001 Min Bearing Area Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Deft LL Max Deft Section On') 17.65 13.73 OK 78% Values Base Values Base Adiusted Adiustments CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use Cl Stability R1= 2.5 in R2= 2.5 W DL Deft 0.05 in 5.0 ft Reaction 1 LL 500 Reaction 2 LL 4.68 Reaction 1 TL 1012 Reaction 2 TL 23 Maximum V 1012 1205 W Max V (Reduced) 025 L 1240 TL Actual DO L 666 L 1360 LL Actual Deft L X1000 Shear On TL DO (in) LL Deft 19.25 0.09 0.04 8.26 0.25 0.17 OK OK OK 43% 36% 27% Fb (psi) Fv (psi) E (psi x mil) Fc 1 (psi) 850 150 1.3 405 1105 150 1.3 405 1.300 1.00 #.00 1.00 WA 1.00 1.00 1.00 1.00 1.0000 Rb 0.00 Le 0.00 Ft Kbe 0.0 Los Uniform LL: 200 Uniform TL: 400 A Uniform Load A 500 1012 R1 =1012 R2 =1012 SPAN 5.0 FT Uniform and partial uniform loads are Ibs per lineal ft. Uniform Load A R1 825 R2 825 SPAN 8.0 FT Uniform and partial uniform loads are Ibs per Lineal ft. Dean Read Architects BeamChek v2005 licensed to: Dean Read Architects Reg 2001 -2233 WEN SHAN WU DECK BEAMISTAIR BEAMS Prepared by: DER Date: 4123106 ,Sglection 4x 8 HF #2 Lu 0.0 Ft Conditions NDS 2001 Min Bearing Area R1= 2.0 ire R2= 2.0 in' DL Deft 0.07 in Data Beam Span 8.0 ft Reaction 1 LL 400 Reaction 2 LL 400 Beam Wt per ft 6.17 Reaction 1 TL 825 Reaction 2 TL 8250 Bm Wt Included 49 Maximum V 825 Max Moment 1040'# Max V (IReduoW) 700 TL Max Defl L 240 TL Actual Defl L 1731 LL Max Deft L/360 LL Actual Defl L f 1000 AtNbufes Section (W) Shear (in) TL Defl (in) LL Deg Actual 30.86 25.38 0.13 0.06 Critical 17.91 7.00 0.40 0.27 Status OK OK OK OK Ratio 58% 28% 33% 24% Fb (psi) FY (psi) E (psi x mil) Fc t (psi) Values Base Values 850 150 1.3 405 Base Ad►usted 1105 150 1.3 405 A ustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress WA Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb 0.00 Le 0.00 Ft Kbe 0.0 "wil Uniform LL; 100 Uniform TL; 200 A Uniform Load A R1 825 R2 825 SPAN 8.0 FT Uniform and partial uniform loads are Ibs per Lineal ft. ti Dean Read Architects S BeamChek v2005 licensed to: Dean Read Architects Reg 2001 -2233 WEN SHAN WU HIP ROOFS Prepared by: DER Date: 4123106 SelecUsn Condit Data Attributes Actual Critical Status Ratio Values Adiustments 2x 4 HF #2 24 m. oc Lu 0.0 Ft Repetitive Use, NDS 2001 Min Bearing Area R1= 0.5 in: R2= 0.5 in' DL Defl 0.06 in Beam Span 5.5 ft Reaction 1 LL 138 Reaction 2 LL Beam Wt per ft 0 Reaction 1 TL 193 Reaction 2 TL Bm Wt Included 0 Maximum V 193 Max Moment 205 W Max V (Reduced) 172 TL Max Defl L 1240 TL Actual Defl L 1320 LL Max Deft L 1360 LL Actual Deft L/447 Section (in Shear (in TL Defl (in) LL Deft 3.06 5.25 0.21 0.15 2.17 1.72 0.28 0.18 OK OK OK OK 71% 33% 75% 80% Fb (psi) Fv (psi) E (psi x mil) Fc I_ (psi) Base Values 850 150 1.3 405 Base Adjusted 1466 150 1.3 445 CF Size Factor 1.500 Cd Duration 1100 1.00 Cr Repetitive 1.15 Ch Shear Stress WA Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb 0.00 Le 0.00 Ft Kbe 0.0 Uniform LL: 50 y I R7 =183 Uniform Load A Uniform TL: 70 A R2 =193 SPAN 5.5 FT Uniform and partial uniform toads are lbs per lineal ft. 138 193 A WA Dean Read Architects 5 t BeamChek v2005 licensed to: Dean Read Architects Reg 2001 -2233 WEN SHAN WU MAIN FLOOR HEADERS/BEAMS Prepared by: DER Date: 4123106 Setection Conditions Data AtWbut Actual Critical status Ratio Values Ad ustments 16x 6 HF #2 Lu 0.0 Ft I NDS 2001 Min Bearing Area Beane Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Deft Section (in 27.73 19.12 OK 69% Base Values Base Adiusted CF Size Factor Cd Duration Cr Repetitive Cis Shear Stress Cm Wet Use Cl Stability I I R1 666 R1= 1.6 In R2 =1.6 in' DL Defl 0.03 in &&ft. Reaction 1 LL- 318# Reaction 2 U- 735 Reaction 1 TL 666 Reaction 2 TL 40 Maximum V 666 V110 V Max V (Reduced) 555 L 12 #0 TL Actual Defl L/>1000 L 1300 LL Actual Defl L I >1000 Shear (inz) TL- Deg (in) LL Defl 30.25 0.06 0.03 5.95 0.28 0.18 OK OK OK 20% 22% 15% Fb (psi) Fv (psi) E (psi x mil) Fc (psi) 575 140 1.1 405 575 140 1.1 405 1.000 1.00 3,00 1.00 NIA 1.00 1.00 1.00 1.00 1.0000 Rb 0.00 Le 0.00 Ft Kbe 0.0 Uniform LL. 115 Uniform TL: 235 A Uniform Load A R2 666 316 6w# SPAN 5.5 FT Uniform and partial uniform loads are Ibs per lineal ft. r Gam- pv0qa4 Dean Read Architects ©o'l, avr'. BeamChek v2005 licensed to: Dean Read Architects Reg 2001 -2233 WEN SHAN WU UPPER FLOOR HEADERIBEAM Prepared by: DER Date: 4123106 Selection Conditions Data Attributes Actual Critical Status Ratio 1 4x s 11F #2 Ltl o,o Ft NDS 2001 Min Bearing Area Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl Section (in') 17.65 7.64 OK 43% Values Base Values Base Adjusted �ustments CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress _Cm Wet Use Cl Stability R1= 2.0 In' R2= 2.0 In' DL Defl <0.01 in. 3.5 ft Reaction 1 LL 569 Reaction 2 LL 4M# Reaction 1 TL 804 Reaction 2 TL 16 Maximum V 804 704 W Max V (Reduced) 594 L 1240 TL Actual Defl L/>1000 L 1360 LL Actual Defl L I >1000 Shear (in TL Defl (in) LL Defl 19.25 0.02 0.02 5.94 0.18 0.12 OK OK OK 31% 14% 15% Fb (psi) Fv (psi) E (psi x mil) Fc l (psi) 850 150 1.3 405 1105 150 1.3 405 1.300 1.00 1.00 1.00 NIA 1.00 1.00 1.00 1.00 1.0000 Rb 0.00 Le 0.00 Ft Kbe 0.0 Loads Uniform LL: 325 Uniform TL: 455 =A Uniform Load A R1 804 R2 804 SPAN =3.5FT Uniform and partial uniform loads are Ibs per lineal ft. 569 804 Dean Read Architects 1050 f560 BeamChek v2005 licensed to: Dean Read Architects Reg 2001 -2233 WEN SHAN WU MAIN FLOOR HEADERS/BEAMS Prepared by: DER Date: 4/23/06 Selecdon 6x 8 HIP #2 Lu 0.0 Ft Condi i n NIBS 2001 Min Bearing Area R1= 3.91& R2= 3.9 In BL Deft X0.01 in. Data Beam Span 4.0 ft Reaction 1 LL 1050 Reaction 2 LL Beam Wt per ft 10.02 Reaction f TL 1560 Reaction 2 TL Sm Wt Included 40 Maximum V 1560 Max Moment 1564'# Max V (Reduced) 1073 TL Max Dell L 1240 TL Actual Dell L >1000 LL Max Deft L 1360 LL Actual Deft L >1000 g(tribute.1 Section (W) Shear (inj TL Deft (in) LL Deft Actual 51.56 41.25 0.02 0.01 Critical 32.56 11.49 0.20 0.13 Status OK OK OK OK Ratio 63% 28% 11% 11% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) Values Base Values 575 140 1.1 405 BassAdiusted 575 140 1.f 405 Adjustments CF Size Factor 1.000 Cd Duration 1100 1100 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb 0.00 Le 0.00 Ft Kbe 0.0 Laads Uniform LL. 525 Uniform TL: 770 A I Uniform Load A R1 1560 R2 4560 SPAN 4.0 FT Uniform and partial uniform loads are Ibs per lineal ft. 1050 f560 Dean Read Architects )c5c/ 1 ddb 1fl T IV Uniform Load A 919# 1360 R1 =1360 R2; 1360 SPAN 3.5 FT Uniform and partial uniform toads are lbs per lineal ft. BeamChek v20051icensed to: Dean Read Architects Reg 2001 -2233 WEN SHAN WU MAIN FLOOR HEADERS/BEAMS Prepare by =DE Date: 4123106 §Q 1ection k 6x 8 MF #2 Lu 0,0 Ft Conditions NDS 2001 Min Bearing Area R1= 3.4 in' R2= 3.4 in' DL Defl 0.01 in Data Beam Span 3.5 ft Reaction 1 LL 919 Reaction 2 LL Beam Wt per ft 7.35 Reaction 1 TL 1360 Reaction 2 TL Brn Wt included 26 Maximum V 1360 Max Moment 1190'# Max V (Reduced) 1004 TL Max Defl L 1240 TL Actual Defl 1-1>11000 LL Max Deft L 1 860 LL Actual Defl L t >1000 Attit ld Section (0 Shear On TL Defl (in) LL Defl Actual 27.73 30.25 0.03 0.02 Critical 24.84 10.76 0.18 0.12 Status OK OK OK OK Ratio 90% 36% 18% 18% Fb (psi) Fv (psi) E (psi x mil) Fc G (psi) Values Base Values 575 140 1.1 405 Base Adiusted 575 140 1.1 405 Adjustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress WA Cm Wet Use 1100 1.00 1.00 1.00 Cl Stability 1.0000 Rb 0.00 Le 0.00 Ft Kbe 0.0 Loads Uniform LL: 525 Uniform TL: 770 A Uniform Load A 919# 1360 R1 =1360 R2; 1360 SPAN 3.5 FT Uniform and partial uniform toads are lbs per lineal ft. 54Llo &0jlN'Pr Dean Read Architects BeamChek v2005 licensed to. Dean Read Architects Reg 2001 -2233 WEN SHAN WU MAIN FLOOR HEADERS/BEAMS Prepared by: DER Date: 4123106 Select Conditions Data BtI101des Actual Critical Status Ratio 16x 10 NF #2 Lu 0.0 Ft NDS 7001 Min Bearing Area Beam Span Beam Wt per ft Bm Wt included Max Moment TL Max Defl LL Max Deft Section (in') 82.73 52.61 OK 64% Values Base Values Base Adjusted Adiuslments CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use CI Stability R1= 5.3 in' R2= 5.3 1n DL Deft 0.01 in 5.5 ft Reaction 1 LL 1444 Reaction 2 LL 12.7 Reaction 1 TL 2152 Reaction 2 TL 70 Maximum V 2152 2M'# Max V (Reduced) 1033 L 1240 TL Actual Defl L 1 >1000 L/360 LL Actual Defl L i >1000 Shear (ins) TL Defl (in) LL Defl 52.25 0.04 0.02 16.42 0.28 0.18 OK OK OK 31% 14% 14% Fb (psi) Fv (psi) E (psi x mil) Fe-L (psi) 675 140 1.1 405 675 140 1.1 405 1.000 1.00 1.00 1.00 N1A 1.00 1.00 1.00 1.00 1.0000 Rb 0.00 Le R 0.00 Ft Kbe 0.0 LO Uniform LL: 525 Uniform TL: 770 A Uniform Load A 1444 2152 R1 2152 R2 2152 SPAN 5.5 FT Uniform and partial uniform toads are tbs per lineal ft. fir snirA wjqu Dean Read Architects BeamChek v2005 licensed to. Dean Read Architects Reg 2001 -2233 WEN SHAN WU MAIN FLOOR HEADERSIBIAMS Prepared by: DER Date: 4/23/06 Selection Conditions Data Attributes Actual Critical Status Ratio 16x 8 HF #2 Lu 0.0 Ft NDS 2001 Min Bearing Area Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl Section (in') 51.56 37.70 OK 73% Values Base Values Base Adjusted Adjustments CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use CI Stability R1= 2.71r>= R2= 2.7 in DL Defl 0.03 in 6.5 ft Reaction 1 LL 698 Reaction 2 LL 14.02 Reaction 1 TL 1112# Reaction 2 TL 65 Maximum V 1112 1606V Max V (Reduced) 8969 L 1240 TL Actual Dell L1>11000 L 1360 LL Actual Deft L 1 >1000 Shear (In TL Deft (In) LL Defl 41.25 0.06 0.03 9.62 0.33 0.22 OK OK OK 23% 20% 16% Fb (psi) Fv (psi) E (psi x mil) Fc I (psi) 575 140 1.1 405 575 140 1.1 405 1.000 1.00 1.00 1.00 NIA 1.00 1.00 1.00 1.00 1.0000 Rb 0.00 Le 0.00 Ft Kbe 0.0 Uniform. LL: 184 Uniform TL: 332 A Uniform Load A 598 1112# R1 =1112 R2 =1112 SPAN 6.5 FT Uniform and partial uniform loads are Ibs per lineal ft. �NIII.A, t 1908 12 -06 -2006 WENSHAN WU PO BOX 13253 DES MOINES WA 98198 City of Tukwila Department of Community Development RE: Permit No. D06 -148 15026 42 S TUKW Dear Permit Holder: Steven M. Mullet, Mayor Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or lastinspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writine and provide satisfartory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 01/30/2007, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, 1 en_ -if M shall, .t ician xc: Permit File No. D06 -149 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone. 206- 431 -3670 Fax. 206- 431 -3665 -J City of Tuko la z Department of Community Development 1908 June 7, 2006 Wenshan Wu PO Box 13253 Des Moines, WA 98198 RE: CORRECTION LETTER #2 Development Permit Application Number D06 -148 Wu Residence -15026 42 Av S Dear Ms. Wu: Steven M. Mullet, Mayor Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Plannin Dep artment: Brandon Miles, at 206 431 -3684, 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 accented through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely 7e ni er ars all Pe z T chnician encl File No. D06 -148 P:VennifeTkCw=c6m Lettersr2006%D06448 Correcdon Ltr 02.DOC jem 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 a Phone: 206 -431 -3670 Fax: 206 -431 -3665 PLANNING DIVISION COMMENTS DATE: July 6, 2006 CONTACT: Wenshan Wu RE: D06 -948 ADDRESS: 75026 42 Ave. S ZONING: LDR The Planning Division of DCD has reviewed the above permit application. Certain modifications need to be made to the plans prior to approval of the above permit application. Z. The amount of concrete or asphalt is limited within the front yard area to 800 square feet or 50 percent of the lot area, which ever less. The site map provided clearly shows that the front area will have impervious surface greater than 50 percent of the front yard. Reduce the amount of impervious surface in the front yard. ,�W11�1, y, Of Z aW tp 7908 low City of Tukwila Itm- Department of Community Development Wenshan Wu PO Box 13253 Des Moines, WA 98198 RE: CORRECTION LETTER #1 Development Permit Application Number D06 -148 Wu Residence —15026 42 Av S Dear Ms. Wu: Steven M. Mullet, Mayor Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning, and Public Works Departments. At this time the Building and Fire Departments have no comments. Planning Denartment: Brandon Miles, at 206 431 -3684, if you have questions regarding the attached memo. Public Works Department: Dave McPherson, at 206 431 -2448, 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 mall or by a messeneer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, u►1 teician it F f all encl File No. D06 -148 P: LettersVG06rp06 -148 Cartection Ur #LDOC Jan 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206- 431 -3665 Y �aw: PLANNING DIVISION COMMENTS DATE: May 19, 2006 CONTACT: Wenshan Wu RE: D06 -148 ADDRESS: 15062 42 Ave S ZONING: LDR The Planning Division of DCD has reviewed the above permit application. Planning cannot approve the application. The Division comments are as follows: 1. The proposed home does not have a front door facing the front setback area. TMC 18.50.050 (5) requires that all new single family homes constructed in the City have a front door facing the front setback. �W. CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS DATE: June 2, 2006 PROJECT: WU (SFR) 15062 42° Ave. South PERMIT NOS: D06 -148 PLAN REVIEWER: Contact David McPherson at (206) 431 -2448, if you have any questions regarding the following comments. 1. Provide cost estimate for work within the Public right -of -way and for on -site work. Complete item #2, sheet 1 of Public Works Bulletin A2, permit fee estimate see enclosed. 2. Transportation Impact Fee will apply to the Building Permit. See Public Works Bulletin no. A3 enclosed. 3. Show and label on site plan (1) show clearly on plan proposed storm drainage for downspouts, driveway, and footing drain(s) (2) proposed grading contours spot elevations (3) show proposed driveway in detail including flow arrows showing drainage pattern, new catch basin, raised edge(s), and driveway section see portion of site plan sheet Public Works Bulletin C 1 enclosed. 4. City's first choice for storm drainage is on -site infiltration and/or dispersion. Percolation test (or) soils evaluation is required to determine if infiltration is feasable. Due to steep slopes and other site conditions, connection to the Public drainage system may be acceptable. (See Public Works Bulletin C4 Falling Head Percolation Test Procedure) enclosed. 5. Storm drainage pipe between existing catch basin within 42 Ave. South and the new catch basin, shall be eight (8) inch or greater. 6. Retaining walls greater than 4' in height, will require structural design and permitted under a separate Building Permit. Maximum height of rockeries shall be 4'. (If applicable) 7. Site is heavily vegetated and difficult to see existing conditions. Once construction has started, it may be necessary to provide City with a Geotechnical evaluation to address driveway placement, storm drainage, retaining walls rockeries, and the foundation. Owner to sign with Notary, a Sensitive Area Covenant and Hold Harmless Agreement. City to record at King County after Mayor's signature. I have the original in my office. (see enclosed) 9. Prior to work within the City right of way, the Owner /Applicant shall sign with Notary, a Hold Harmless Agreement see enclosed. 10. Street Use as part of the Building Permit, requires a Bond and Insurance for work within City right -of- way. 11. Attachments are provided, as applicable, to facilitate plan or permit approval. ,��y ILA, LY O 1908 April 28, 2006 I NVOO City of Tukvv Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Wenshan Wu PO Box 13253 Des Moines, WA 98198 RE: Letter of Incomplete Application 1 Development Permit Application D06 -148 Wu Residence -15026 42 Av S Dear Ms. Wu: This letter is to inform you that your application received at the City of Tukwila Permit Center on April 24, 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 246 433 -7163, if you have any questions concerning the attached continents. 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 thromeh the mall or by a messeneer service. If you have any questions, please contact tie at the Permit Center at (206) 433 -7165. Sincerely, Ova e ifer M hall t T ician Enclosures File: Permit D06 -148 P:Vennifer\1nconip1ete Lett m\2006\D06 -148 Incomplete Ltr #I.DOC Je 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 Phone: 206 -431 -3670 a Fax. 206- 431 -3665 N JW -O' Determination of Completeness Memo Date: April 25, 2006 Project Name: Wu Residence Plan Review: Allen Johannessen, Plans Examiner Permit D06 -148 eft 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 sianed wet stamp, not copied.) 1 Provide additional plan details to identify a footing drain or a crawl space water discharge system. The 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 crawl space. 2 Identify brace walls on the plans. Provide a brace wall schedule on the plans that identifies method of fastening. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. lool PERMIT COORD COPY %w PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -148 PROJECT NAME: SITE ADDRESS: WU RESIDENCE 15026 42 AV S DATE: 07 -14 -06 Original Plan Submittal X Response to Correction Letter 2 DEPARTMENTS: Building Division Fire Prevention Public Works Structural DETERMINATION OF COMPLETENESS; (Tues., Thurs.) Complete Incomplete Comments: Response to Incomplete Letter Revision After Permit Issued Panning Division Permit Coordinator DUE DATE: 07 -18 -06 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire Ping PW Staff Initials: TUESITHURS ROUTING: Please Route Z Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditionsd Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documents/rooing srip.doc 2 -2&02 DUE DATE: 08-15-06 Not Approved (attach comments) DATE: Bldg Fire Ping PW Staff Initials: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -148 DATE: 06 -29 -06 PROJECT NAME WU RESIDENCE SITE ADDRESS: 15026 42 AV S Original Plan Submittal X Response to Correction Letter DEPARTMENTS: Building Division Fire Prevention P blic Works Structural $1 1-00 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1� Incomplete Comments: Response to Incomplete Letter Revision After Permit Issued P aE nning Division Permit Coordinator DUE DATE: 07-06-06 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire Ping PW Staff Initials: TUESITHURS ROU ING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions F-1 Notation: REVIEWER'S INITIALS: DUE DATE: 081-03-06 Not Approved (attach comments) d DATE: Permit Center Use Only CORRECTION LETTER MAILED: Eq: Departments issued corrections: Bldg Fire Pingi PW Staff Initials: Documents/routing slip.doc U 2.28-02 PERMIT COOR7 COPY �ww PLAN REVIEWIROUTING SLIP ACTIVITY NUMBER D06 -148 PROJECT NAME: SITE ADDRESS: WU RESIDENCE 15062 42 AV S Original Plan Submittal Response to Correction Letter DATE: 05 -15 -06 X Response to incomplete Letter 1 Revision After Permit Issued DEPARTMENTS: 6- 12 -110 Bull ng Division fA Fire Prevention Pu lic Wor". Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete d Incomplete Comments: Permit Center Use Only Planning Division Permit Coordinator DUE DATE: 05-16 06 Not Applicable INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire Ping PW Staff Initials: TUESITHURS ROUT NG: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: u DUE DATE: 06 -13 -06 Approved Approved with Conditions Not Approved (attach comments) 1� Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED:0�i� Departments issued corrections: Bldg Fire PingX PW�( Staff Initials: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D06 748 PROJECT NAME: SITE ADDRESS: WU RESIDENCE 75026 42 AV S DATE: 04 -24 -06 X Original Plan Submittal Response to Incomplete Letter Response to Correction Letter Revision DEPARTMENTS: �1 �,26-p� ention Buhd g ft Fire Prev 9 Public Works N Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: Permit Center Use Only n,c� INCOMPLETE LETTER MAILED:• 6i'tJ` Departments determined incomplete: Bldg Fire After Permit Issued Planning Division Permit Coordinator DUE DATE: 04-25 -06 Not Applicable LETTER OF COMPLETENESS MAILED: Ping PW Staff Initials: 1� V TUESITHURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documents/routing Op.doc 2 -28-02 DUE DATE: 05-23-06 Not Approved (attach comments) DATE: Bldg Fire Ping PW Staff Initials: 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 Web site: ham.• //www.ci.tukwila.wa.us a A. /y, T AL T w m e� T k.7 .R '.i. J. I ICI U MI AIa Revision submittals must be submitted In person at the Permit Center. Revisions will not he accepted through the mail, fax, eta Date: l� Y Plan Check/Permit Number: Response to Incomplete Letter Response to Correction Letter CITYRECEI Revision after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner JUL 1 4 7��5 A f PFRMITCENTFk Project Name: W {J� (ZtSiC�ChLt Project Address: S-) a 4 a. Avt- 4 Contact Person: WCht� AW WLk Phone Number: Summary of Revision: _«1 +5 M1�'1c!"� G wj 1 1 I t ejm,' Can GL In (A CJ041N I �F 6mc VV A� 7fyw d Sheet Number(s): ~J "Cloud" or highlight all areas of revision including d a of rev r Received at the City of Tukwila Permit Center by: Entered in Permits Plus on lepplicationsltorms- applications on Itnelrevtston submittal U Created: 5 -13 -2004 Revised: Alk 1 �w w City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 431 -3665 Web site: h___pt .11www.ci.tukwila.wa.us REVISION SUBMITTAL 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 mail, fax, etc. Date: I I —ok Plan Check/Permit Number: Response to Incomplete Letter Response to Correction Letter Revision after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner MY JUN 2 9 2006 Project Name Wu Residence Project ,address: 15026 42 Av S Contact Person Wenshan Wu Phone Number: Summary of Revision: 1 S�' v Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: J a X Entered in Permits Plus on wl 2- 60py- lapplicationslforms- applications on linelrevision submittal Created; 8 -13 -2004 Revised: 1 W City of 'Tukwila Department of Corttmultlty Development 6304 Southcenwr Boulevard, Suite #100 Tukwila, Washington 98 188 Phone: 206431.3670 Fax: 20643 Web Hite; h N f. tulewfla x'rx ace SION: SiJ 3MITTAL` alw7el. MY Yor Steve! Li waster, D7�cclr�r Revision sub» rittah must be submitted Iii person at the Permit Center, Revisions will troy be accepted through the mall, fax, etc. Date; �5 /D�v C,� Plan Cbec"ermit Number: D06- 148 Response to Incomplete Le'= I O V RcsPonse to Correction Letter MAY r 5 zQ� Revision after Permit is Issued Revision requested by a City Building Inspector or plans Exarninor OeRwTC&M,, Pro j ect Name Wu Residence Project Address: 1 5026 42 Av S Contact Person Wenshan Wu Phone Number: Summary of Revision: Sheet Number($): 2 "Cloud" or highlight all areas of revision indurling date of revision Rcccived at the City of Tukwila Permit Center by:i,/ X Entered in Permits Plus on 5�;�'dv U uppucuu�n�Uurrru app11C2no]1$ 00 :uiclzv "sinr wbirtUl Ed wun:60 90M 10 'RL S17SOCFLSOZ 'ON Xtid 93TNBM ADD 1 WC-83 En CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS DATE: June 2, 2006 PROJECT: WU (SFR) 15062-42 d Ave, South PERMIT NOS: D06 -148 CV4 1 4 PLAN REVIEWER: Contact David McPherson at (206) 431 -2448, if you have any questions regarding the following continents. 1. Provide cost estimate for work within the Public right -of -way and for on- site work. Complete item #2, sheet 1 of Public Works Bulletin A2, permit fee estimate see enclosed. 2. Transportation Impact Fee will apply to the Building Permit. See Public Works Bulletin no. A3 enclosed. 3. Show and label on site plan (1) show clearly on plan proposed storm drainage for downspouts, driveway, and footing drain(s) (2) proposed grading contours spot elevations (3) show proposed driveway in detail including flow arrows showing drainage pattern, new catch basin, raised edge(s), and driveway section see portion of site plan sheet Public Works Bulletin Cl enclosed. 4. City's first choice for storm drainage is on -site infiltration and/or dispersion. Percolation test (or) soils evaluation is required to determine if infiltration is feasable. Due to steep slopes and other site conditions, connection to the Public drainage system may be acceptable. (See Public Works Bulletin C4 Falling Head Percolation Test Procedure) enclosed. 5. Storm drainage pipe between existing catch basin within 42 °a Ave. South and the new catch basin, shall be eight (8) inch or greater. 6. Retaining walls greater than 4' in height, will require structural design and permitted under a separate Building Permit. Maximum height of rockeries shall be 4'. (If applicable) IJ 7. Site is heavily vegetated and difficult to see existing conditions. Once construction has started, it may be necessary to provide City with a Geotechnical evaluation to address driveway placement, storm drainage, retaining walls rockeries, and the foundation. 8. Owner to sign with Notary, a Sensitive Area Covenant and Hold Harmless Agreement. City to record at King County after Mayor's signature. I have the original in my office. (see enclosed) 9. Prior to work within the City right of way, the Owner /Applicant shall sign with Notary, a Hold Harmless Agreement see enclosed. 10. Street Use as part of the Building Permit, requires a Bond and Insurance for work within City right -of -way. 11. Attachments are provided, as applicable, to facilitate plan or permit approval. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME __W U 1 PERMIT DO d fl- S Avt If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE $250(l) 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Z!50 Water /Sewer /Surface Water O n /},00 /Soo Road/Parking/Access r Z D o d t A. Total Improvements 57-50 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 ofA. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C+D) 1 5. Enter total excavation volume Z cubic yards Enter total fill volume !G cubic yards Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC RATE YARDS Up to 50 CY G Free 51 -100 $23.50 101-1,000 I $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. (4) GRADING Plan Review and Permit Fees (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised Jan. 2006 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) /3 Z< (6) 7. Pavement Mitigation Fee (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin I to estimate the pavement mitigation fee. Approx. Pavement Overlay and Remaining Years Repair Rate 8. GRADING Permit Review Fee 2 5 (8) Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item S. QUANTITY IN CUBIC YARDS 50 or less 51-100 101 -1,000 1,001-10,000 10,001 100,000 100,001 or more Approved 09.25.02 Last Revised Jan. 2006 RATE $23.50 $37.00 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. $194.50 for 1" 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. $325.00 for the 1" 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof $919.00 for 1' CY plus $36.50 for each additional 10,000 or fraction thereof 2 (per SF of lane width) 20 -15 (100 $10.00 15-10(75%) $7.50 10-7(50%) $5.00 7-5(33%) J $3.30 5.2(25%) $2.50 2 -1 (10 $1.00 0 -1 $0.00 8. GRADING Permit Review Fee 2 5 (8) Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item S. QUANTITY IN CUBIC YARDS 50 or less 51-100 101 -1,000 1,001-10,000 10,001 100,000 100,001 or more Approved 09.25.02 Last Revised Jan. 2006 RATE $23.50 $37.00 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. $194.50 for 1" 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. $325.00 for the 1" 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof $919.00 for 1' CY plus $36.50 for each additional 10,000 or fraction thereof 2 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* D. Water Meter Water only* E. Water Meter Temporary* F. Refer to the Water Meter Fees in Bulletin Al 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 E $QZ 3'� Total A through G (9) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) 1- 1 7 B L9 (10) ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size Installation Cascade Water Alliance Total Fee (inches) RCFC 01.01.2006 12.31.2006 0.75 $600 $4648 $5248 1 $1100 $11620 I $12720 1.5 $2400 $23240 $25640 2 $2800 $37184 $39984 3 I $4400 I $74368 $78768 4 $7800 $116200 $131790 6 1 $12500 I $232400 I $244900 Temporary Meter 0.75" $300 2.5" $1,000 Approved 09.25.02 3 Last Revised ]an. 2006 M CITY OF TUrri ILA Permit Center/Bud t#xt�g Division: t! Community Devetopmenf Department 100-431 Permit Center Public Works Department: t 6300 Southcenter Blvd., Suite 100 206- 433 -0179 Tukwila, WA Ma Ptanning Division: 206 -431 -3670 RECEIVED CERTIFICATE OF WATER AVAILABILITY CITY A 2 APR 2 4 2 4 7 0 08 Required only N outside City of Tukwila water district 0� PERMIT CENTER PERMIT ISO.: 777 sus "mi q e 4a't Ith ��eA WE Site address (sttech map end legal descilptlen showing hydrant location and size of mein); lSoz� 4z hot fki_e S T u� %u.iQc� '�f' Rt'- �r#4tl�� t fivi -,Al RIB 1/\/ L4 1Nama; Y` 0 Name Address: 11 1 Address: i �i D Z.� Q 1 h of Yt✓—f Phone: Phone: This certificate Is for the purposes of: (5�Resldentlal Building Permit Preliminary Plat short Subdivision Commerciallindustrial Building Permit Rezone p Other Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant 16 the closest point of structure is ft, Area is served by (Water Utility District): W te D J ner /Again Signature Date 1. The proposed project is within `yJl le—u r r I Q (Citylcounty) r 2. ED-<o improvements required. 3. The improvements required to upgrade the water system to bring k Into compilance with the utllitles' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: Iv L4 i ((/as separate sheet it more room is needed) 4. Based upon the improvements listed above. water can be proyJded and will be available at the site with a flow of ZC 3 7 gpm at Z0 psi residual for a duration of Z hours at a velocity of S ;—f fps as documented by the attached calculations. 5. Water availsbillty: Cg-' service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. p System is not capable of providing service to this project. I hereby cartify that the above information is true and correct. �t►���. �Ti>�R.. J� S ?rte 3 ZZ -off Agen iP one ate 3, Z 2-- 0 7 This certificate is not valid without Water District No. 125's attachraem entitled "Attachment to Certificate of Water Availabay.^ WWI ,'i (•1r3�llifs; A +1xlj o s :!<it•1'L'7 14816 Mill' y Road South P.O. Box 6sa50 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax. (206) 242 -1527 CIT YOF T�UKWILA APR 2 4 2006 PERMITCEN7ER Certificate of Sewer Availability OR Certificate of Sewer Non Availability Part A: (To Be Completed by Applicant) Purpo a of Certificate: V Building Permit Preliminary Plat or PUD Other Short Subdivision Rezone Proposed Use: A Residential Single Family Residential Multi Family Commercial Other Applicants Name: OL, Phoneeo`)(y (off e gg Property Address or Approximate Location: Tax Lot Number: Ir L ;:Xi t )f OON20 o 02Y7 Legal Description(Attach Map and Legal Description if necessary): 1. �d a. Sewer Service will be provided by side sewer connection only to an existing size sewer feet from the site and the sewer system has the capacity to serve the proposed use. OR b. Sewer service will require an improvement to the sewer system of: (1) feet of sewer trunk or lateral to reach the site; and/or (2) the construction of a collection system on the site; and /or (3) other (describe): 2. (Must be completed if 1.1b above is checked) a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: /00 a. District Connection Charges due prior to connection: GFC: 99b SFC: UNIT: TOTAL: (Subject to Change on January 1 st) King County /METRO Capacity Charge: Currently, $4250.70 1residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: Required Maybe Required c. Other: I hereby certify that the above sewer agency information is true. This certification shall be valid for one year fro date of signature. r By Title Date to ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON- AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District "District Certificate of Sewer Availability/Non- Availability "Certificate 1. This Certificate is valid only for the real property referenced herein "Property which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that I have received the Certificate of Sewer Availability/Non Availability and this Attachment, and understand the terms and conditions herein. Applicants Signature Date m o OF ro a I N C 42NojAv S CD 0 0 C: N� C, rn o rs 'r3 Z M S R 9 1 1 a M v o Z o O-V t t y Look Up a Contractor, Electric or Plumber License Detail Page 1 of 2 %4W ewe 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. License Information License REDMOR *945DW Licensee Name REDMOND RENOVATION Licensee Type I CONSTRUCTION CONTRACTOR UBII601960445 Ind. Ins. Account Id Business Type CORPORATION Address 1 P O BOX 5000 Address 21 City I DUVALL County I KING State I WA Zipl980195000 PhoneI4257884960 Status I ACTIVE Specialty I I GENERAL Specialty 2 I UNUSED Effective Date 3/16/2006 Expiration Date 1/6/2008 Suspend Date Separation Date Parent Company I ROBERT STIRLING COOK INC Previous License I R013ERSC005BG Next License Associated License Business Owner Ini Name COOK, ROBERT S COOK, ROBERT S COOK, CARRIE A Bond Information formation I Role Effective Date I Expiration Date I AGENT 1 0311612006 I PRESIDENT 10311612006 VICE PRESIDENT 1 0311612006 No Matching Information Savings Information Bank I Assignment https:// fortress .wa.gov /lni/bbip /Printer.aspx ?License= REDMOR *945DW 08/03/2006 x x x x