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HomeMy WebLinkAboutPermit D05-409 - SINGH RESIDENCE - ADDITION AND GARAGESINGH RESIDENCE 4614 S 148 ST D05 -409 City G. Tukwila Steven M. Mullet, Mayor Department of Coininiinity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.as DEVELOPMENT PERMIT Steve Lancaster, Director Parcel No.: 0040000695 Permit Number DOS -409 Address: 4614 S 148 ST TUKW Issue Date: 02/08/2006 Suite No: Permit Expires On: 08/02/2006 Tenant: Name: SINGH RESIDENCE Address: 4614 S 148 ST, TUKWILA WA Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: Contractoi SIMPSON 3 B 4615 S 148TH, SEATTLE WA GARY SINGH 4224 S 148 ST, TUKWILA WA SIDHU HOMES INC 1464146 AV S, TUKWILA WA License No: SIDHUHI980NO Phone: Phone: 206 244 -1900 Phone: 206 -244 -1900 Expiration Date: 08/30/2006 DESCRIPTION OF WORK: CONSTRUCTION OF A 1289 SF ADDITION TO EXISTING SFR AND 620 SF ATTACHED GARAGE. Value of Construction: $132,293.13 Fees Collected: $2,896.65 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: V -B Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: Y Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: N Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 30 c.y. Fill 30 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: doc: IBC-Permit D05-409 Printed: 02-08-2006 ..,.:_l ,_., � ., o•� S. .,a.tf':t.}..K.'4J.Y1..b�; ��hi: lY.. i{... v'.: v'>' t,. 1�is ;iyS�i.J•�i;..,: }...il.tt4o: o.:�.,.. .w.'A Z �z �w a 00 Cl) a CO W J = H CO L, w 0 LL Q CO = �. w Z E- O Z F— w Lu �o U ON o I-- W W tL O W Z U Cf). H H. O Z City C'. 'Tukwila Steven M. Mullet, Mayor Departtttettt of Cotttniittiity Developittettt 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukivila.wa.us Permit Number: Issue Date: Permit Expires On: Permit Center Authorized Signature: L lk � Date: Steve Lancaster, Director D05 -409 02/08/2006 08/02/2006 t — - 0 (0 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performan of work. I am authorized to sign and obtain this development permit. Signature: Date: - )��o�. Print Name: C� S1 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. doe: IBC - Permit D05 -409 Printed: 02 -08 -2006 �e. �...: �....:..o( ..L ..N (e r,:Y:.y ut yi `, f..tY.: . .a..J ..4: ,. i /.,tc.1. .SNJt:.r .. av�i.ravrwr.'+`nif.�. vy.:.r�J`+�C rfLr, iY: Z F= �W X 2 �U UO NO U) LLI J = F- N 6L w O u- Nd =w Z F-- H O Z E- w w UO O c O �— W W �U LL O 111 Z. U N F- H O Z City of Tukwila r�ra Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0040000695 Permit Number: DOS-409 Address: 4614 S 148 ST TUKW Status: ISSUED Suite No: Applied Date: 11/15/2005 Tenant: SINGH RESIDENCE Issue Date: 02/08/2006 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 i (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: 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. doc: Conditions D05 -409 Printed: 02 -08 -2006 Z Z Q � Q 2 WV 00 Cl) J -r �LL w LL ¢ =w Z� �_O Z 2� U O- 0 F_ wW H� �O •Z w co O Z �.: 6 � City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of z Public Health - Seattle and King County (206/296- 4932). z 16: 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). J U U 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, N W any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits � H presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila W u_ shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Uj O Building Official from requiring the correction of errors in the construction documents and other data. J 18: ** *FIRE DEPARTMENT CONDITIONS * ** N CY 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the F _ UJI Z following concerns: O 20: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the Z g 5 street. Numbers shall contrast with their background. (IFC 505.1) v 0. O � 21: Provide adequate ground - ladder access to resue windows. U �- i w 22: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050. and H #2051) z w co 23: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of �U— . such condition or violation. O Z 24: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Conditions D05 -409 Printed: 02 -08 -2006 r t � r s.�%Q Cit of Tul, wila k � tons ' J Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 r 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. i 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. 1 Signature: V Date: �• H 1 Print Name: doc: Conditions D05 -409 Printed: 02 -08 -2006 Z Z '~ w UO ND CO) J (0) U_ W O LL Q CO) z �w Z �. Wo W �o o �' o �- Ww s LL O: 0 .z w CO O Z tu. w CITY OF TUKWILA,,, , Community Development partment Public Works Department ,� ,• Permit Center isos 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Building Perm. 1o. = . Mechanical Permit,No. Public Works Permit No. Project No. (For office use onl 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 (� ,j. _ King Co Assessor's Tax No.: �0- - 0� 95 / / Site Address: �1 ��' s5� �G k��LA - qX 9 Suite Number: 4---- Floor: Tenant Name: J t^�G i2PSJe ACC- New Tenant: ❑ .... Yes ❑ ..No Property Owners Name: G U e D) P S I AJ G 14 Mailing Address: C/ 22 7 So /C/ S % G� JJ 1, LA tire' City State Zip CONTACT;PERSON _ Name: i Day Telephone: 20 - ZC f 7 - 0 D Mailing Address: City State Zip E -Mail Address: �� y y "`' Fax Number: 2 o � - (l 3 3 - 9 7 S $� GENERAL°.CONTRACTOR INFORMATION := (Mechanical Contractor information on back page) Company Name: S fr,>q U --40M f- 5 -7,kc . Mailing Address: 7 22_q zut IJ/LA �+ City State f Zip Contact Person: _ y ?'"� Day Telephone: 20 ' 2 - y7 U E -Mail Address: 2 Cam' "`C'"��f • "J� / 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 plans must be wet stamped by Architect of Record Company Name: ,P pl GL D i !� 51 G Jo Mailing Address: _ i 2 7/'6 Y. g- " , -S ep' l ay Contact Person: SI E -Mail Address: we, q y/ City State Zip Day Telephone: 40 5710 - 2808 Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name pENA/E1 E,� G 1,.j C Mailing Address: 3 %F5 0 9 S� Ave • _S.cL City State Zip Contact Person: Sd't^- 2 NNE `f Day Telephone: 2�5 3- `1- 1'3'73. E -Mail Address: Fax Number: q:\ \permits plus \ice chanscApennit application (7.2004) Revised' 6-8.05 Page t bh .t .�:,...:a.l. .::. a,.. w;, s�:. si, r. �' aa..:,. �:. s:. siw�.:.: cn. �atiu, harnv�r :.Gs.�aati�,�a:,��u�;:ra:ni,� •N 'tw�.uNS.�.co.rs�. °a;r�sr:ahtw.' i..ubra.sr r � � „ �:�:: : i.4.nv:�w:� Z ;= Z �W 7- D UO W = E- �w WO }} �J w? CO = W z� �o Z~ w U U) D t-- WW H� �O W Z U= O Z BUILDING;PERMIT-INFORMt., ..ION 206 =431 -3670 Valuation of Project (contractor's bid price): $ - T S D Existing Building Valuation: $ /Z�l jbO Scope of Work (please provide deta information): J, 4 R / 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) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 073 Floor area of principal dwelling: R_ NC4l Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard Compact: Handicap: Will there be a change in use? ❑ ....Yes fR.No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑..Automatic Fire Alarm [&..None El. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes No If yes ", attach list ojmaterials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Sa ety Data Sheets. q:\ \permits plus \icc changes \permit application (7.2004) Revised 6.8.05 Page 2 bh Z �Z '~ W J U CO 0 C0 W J = H CO LL WO L L co = F- W Z F- 0 W LLJ U� CO 0 F- WW �U tL O Z W U= P O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I" Floor -) Li p-j S ke 2 ". Floor 3r. Floor Floors thru Basement. . Accessory Structure* Attached Garage p S% Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 073 Floor area of principal dwelling: R_ NC4l Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard Compact: Handicap: Will there be a change in use? ❑ ....Yes fR.No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑..Automatic Fire Alarm [&..None El. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes No If yes ", attach list ojmaterials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Sa ety Data Sheets. q:\ \permits plus \icc changes \permit application (7.2004) Revised 6.8.05 Page 2 bh Z �Z '~ W J U CO 0 C0 W J = H CO LL WO L L co = F- W Z F- 0 W LLJ U� CO 0 F- WW �U tL O Z W U= P O Z PUBLIC WORKS PERMIT IN . ARWAT ION 206- 433 =0179 Scope of Work (please provide detailed information): Ad cb Lj Akio &"z W a4 aL P'ifv Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila K.. Water District # 125 ❑ .. Highline ❑ ...Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila %.. ValVue ❑ .. 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. e—X4;0 HZJ" Submitted with Application (mark boxes which apply): [a Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Proposed Activities (mark boxes that a ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance [ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way _L, ❑ ...Total Cut ,30 cubic yards El ... Total Fill 3%n� cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut El.. Pavement Cut El.. Looped Fire Line ❑ ...Permanent Water Meter Size... WO# _ ❑ ...Temporary Water Meter Size.. WO# _ ❑ ... Water Only Meter Size............ WO# ❑ ...Sewer Main Extension ............Public Private ❑ ... Water Main Extension .............Public Private ❑ .. Grease Interceptor ❑ .. Channel ization ®'. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size ........ " FINANCE INFORMATION Fire Line Size at Property Line _ ❑ ... Water ❑ ... Sewer Monthly Service Billing to: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment }2 � Day Telephone: Mailing Address: City State Zip Water Meter RefundBilline: Name: Mailing Address: Day Telephone: City State Zip gMpermits plus %icc changeApermit application (7.2004) Reviscd: 6.8.05 Page 3 i bh I Z ;F Z W QQ J U. UO CO 0 C0 LU J � CO tL W } O J LL Q 2 � W Z F— F- O Z H �5 �p U ON D H W LL O W Z CO O Z MECHANICAL PERMIT INF ATIM- 206- 431 -3670 MECHANICAL CONTRACTOR INFORMA��T Company Name: Mailing Address: ``� ro4 S. 1 3 y u. ` I U k w I l_ l/J 19- �� 6 City State Zip Contact Person: J I M 0�' b ° PJ A U'' S t? Day Telephone: 2- � U b E -Mail Address: Fax Number: ' c� 2 Contractor Registration Number: @7 P�q N N '� � � �' � � 1 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): $ c2e0c Scope of Work (please provide detailed information): ncQCuk _ta 2- Z Z 111 UO CO C3 W= F— CO w W 0 O 0 J LL? co a = W ZF F— O Z F— w �5 U� C0 0 F— W H� -O .. Z W v= O Z Use: Residential: New ...1' Commercial: New .... ❑ Fuel Type Electric .....® Gas....❑ Replacement..... ❑ Replacement..... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type- Qty Unit Type: Qty Unit Type: Qty Boiler /Com pressor: Q Furnace <100K BTU ' Air Handling Unit >10,000 Fire Damper 0 -3 HP/ 100,000 BTU CFM Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /1,000,000 BTU to Single Duct Suspended /Wall /Floor Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit I Incinerator — Comm/Ind I Other Mechanical I <10,000 CFM Equipment PERMIT APPLICATION NOTE5 - Applicable..to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME,TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature Date: f I BSI Q Print Name: U e D, P / 1 Day Telephone: 2° �- 2LILI_ )� Ov Mailing Address: .p W S6 ' / 7 8 S'f: `% !.� +� j^-� ��— 14j< < I S- m 9 �E City State Zip Date Application Accepted: Date Application Expires: t5 /0(0 Staff Initials: �- q.\ \permits plus \ice changes\permit application (7.2004) nevrsea. o.a.w bh rage y I� ii City of Tukwila 3 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 I (206) 431 -3670 RECEIPT j Parcel No.: 0040000695 1 Address: 4614 S 148 ST TUKW Suite No: I Applicant: SINGH RESIDENCE i Receipt No.: R06 -00183 Payment Amount: 1 Initials: BLH Payment Date: 02/08/2006 01:12 PM User ID: ADMIN Balance: $0.00 Payee: SIDHU HOMES INC I TRANSACTION LIST: ! Tape Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 1599 1,569.50 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 1,461.00 PW PERMIT /INSPECTION FEE 000/342.400 104.00 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 1,569.50 2243 02/08 9716 TOTAL 1720.13 doc: Receipt Printed: 02 -08 -2006 Permit Number: Status: Applied Date: Issue Date: D05 -409 APPROVED 11/15/2005 z 3: U0 CO co W J = f- �LL w 0 LL. ¢. = a �w z F- F- O z W �5 U � 0 to Q F-- wW z LL O W 0 C0 H �. 0 Z 4 ��- City of Tukwila i race f 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0042000130 Permit Number: D05-409 Address: 4615 S 148 ST TUKW Status: PENDING Suite No: Applied Date: 11/15/2005 Applicant: SINGH RESIDENCE Issue Date: Receipt No.: R05 -01659 Payment Amount: 1 Initials: 7EM Payment Date: 11/15/2005 04:04 PM User ID: 1165 Balance: $1,569.50 Payee: SIDHU HOMES, INC. TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ---------- Payment Check 1574 1,327.15 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES 000/345.830 949.65 I PW BASE APPLICATION FEE 000/322.100 250.00 PW LAND ALT PERMIT FEE 000/342.400 23.50 PW PLAN REVIEW 000/345.830 104.00 Total: 1,327.15 4 9;153 1.1/16 ,'116 TOTAL.. 1357. 31. doc: Receipt Printed: 11 -15 -2005 AMON z Z '~ W 00 (1) C3 C0 W J = I— Nw w� J: LL Q. co a = W z F_ z W �5 U� O N 0H W �- 0 .. z W v C0 0 F- z i . �I INSPECTION RECORD INSPECT{ NO. PER I �� ���� l Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION J 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 Projec • Type o Approved per applicable codes. Corrections required prior to approval. COMMENTS: i� -1 r2 L i f Inspecto Date: r. $58.00 REINSPECTI N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 1. Receipt No.: Date: �, Y. a� nW;'Kiwfi�;�+M:Ri�ii}'Gcy,��.N -`Y.l,� ^..4..�r'.r .a � } -t,. ;w..}�.. , N ar' xtFt : <c�'`.�yq.: c ".{ _': r.t z �Z �U UO Cl)� J = U. W O. LL Nd = W I— _ Z X H O W f- U� O- �H WW H �. L O z U= O ~. z inspection: Add s: C( � } � S� / Date Called: Instructions: Special Instructions: Date Wanted: �a Date Wanted: �al►T: r p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: i� -1 r2 L i f Inspecto Date: r. $58.00 REINSPECTI N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 1. Receipt No.: Date: �, Y. a� nW;'Kiwfi�;�+M:Ri�ii}'Gcy,��.N -`Y.l,� ^..4..�r'.r .a � } -t,. ;w..}�.. , N ar' xtFt : <c�'`.�yq.: c ".{ _': r.t z �Z �U UO Cl)� J = U. W O. LL Nd = W I— _ Z X H O W f- U� O- �H WW H �. L O z U= O ~. z INSPECTION RECORD � INSPECTION NO. lRetain a copy with permit 1/0 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project• Type of Inspection: 11 Inspector: IDate:, $58.00 REINSPEMON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: Z Z _3 00 (00 Cf) W W 3: F- u- u J 0, 2 � LQ a X W Z H 0 Z F- W W 5 U. 0 1— WW 3: () lL F- 0 Cd z C0 3: 0 Z I ) F-1 Approved per applicable codes 1-1 Corrections required prior to approval. Address: Date Called: ISpecial 6410 6 t - 7 Instructions: Date Wanted: rn. 7 p.m. Requester: Phone No: 6 � Inspector: IDate:, $58.00 REINSPEMON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: Z Z _3 00 (00 Cf) W W 3: F- u- u J 0, 2 � LQ a X W Z H 0 Z F- W W 5 U. 0 1— WW 3: () lL F- 0 Cd z C0 3: 0 Z I ) F-1 Approved per applicable codes 1-1 Corrections required prior to approval. � 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE T Me CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 246 4 931- 3 � 7 Project: Type otInspection: Addr !Date Call d: Special Instructions: Date — Wanted if M') <.J / ? — -- 2 Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. M 2P.M. M "No's 17 Fir Inspecto Date: / `� $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. t t (Receipt No.: (Date: AOW - Z 5 J C.) L) 0 (1) 0 co t1i III :r J I.- S2 u. 0 LL a LU Z = 1-0 z 1-- W 5 U C CO 0 0 1•- WW 3: 0 z co O F- z INSPECTION RECORD q Retain a copy with permit 90 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: N Type of Inspection: $ Address: Date Called: U( Special Instructions: Date Wanted: a. m. p.m. Requester Phone No: Approved per applicable codes. Corrections required prior to approval. �W COMMENTS: C Cc q &)a7 ef" o( 0. C, 4: L r �4 c � F W c, h $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinlpection. �; .e..w..ev " >.�:. .,r�'::9. ,.x '.:r,. .. r > .,�.. . :. �i �.; tt �, ?. �.�r, ..r, r; •.; � "V� i z i= Z �W JU UO to a C0 W W = f-- �LL W O �_ LL rn �. = �W Z f- f- O W F_ W U� O� o f-- W W H L — 0 Z W U= O z INSPECTION RECORD Retain a copy with permit INSPECTIO'N NO. P IT 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367P Pr t: Type of Inspection: 10 Address: 4 ( 1 Date Called: .- Special Instructions: Date Wanted: • - 3 p.m. Requester: Phone No: XO (0 - 2-L4 4 1 0 5f Approved per applicable codes. Corrections required prior to approval. I Receipt No.: Date: I Z 00 W W:r Cf) LI LL, 0 U- Ma ❑ LLI W O UJ 5 Cl) 0— ❑ E— W L L ) F- 0 z C0 Z «.er+.oecK¢'.�.wX- 'ax +i•'[ r9rr'.e �+r�a•� ..s�•cnr nn +rr. .r .J M :.n —t :n:,..: ` fl >h INSPECTION RECORD Retain a cop p ermit with erm' ():5- D9 f ' INSPECrI N N0. PERM r !# CITY OF TUKWILA BUILDING DIVISION ?} 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -3k70 Project: i^ Type of Inspec ion: Address: H (01 L4 5 Date Called: Special Instructions: Date Wanted: (a-M. P.f►r Requester: Phone No: �� CJ Z L " �aGiligFiWlrrY1 I z �Z S S W dd G JU 00 W= J H S2 LL W �J u- =, � �W Z F ' HO z 1— 5, U CO OH 2 W ft L LL O W z vC P_ o F- z I - FAnD r oved Der aonlicable codes. M Corrections reauired prior to aonroval_ T 777 INSPECTION RECORD r. 9 5 i Retain a copy with permit �� 7 INSPECTI N N0. PER s CITY OF TUKWILA BUILDING DIVISION �► 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 Pro* ect: h Type of Inspection: -� V� c)� ! �(° A Address: : � i �� s- . , � 4 S. Date Called: � Special Instructions: Date Wanted: a:m 3 — 0 C.. (,-,) --- 02 p.m. Requester: Phone No: aO G - Iqu- do v Approved per applicable codes. Corrections required prior to approval. i ns c or: TDav: r �- $58.00 REINSPEC ION FEE REQ' IRED. Prior to inspection, fee must be paid at 6300 South enter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: i la I� I� ,I i (j I� Z Z Q � W W� UO CO 0 Wx CLL O W O LL a = W Z W O U� LU O- 0 t- WIll U- O W Z U co , H� O Z INSPECTION REC(011D 14 p Retain a copy with perm INSPETTIOW NO. PER 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 70 70 F. Project: Type of Inspection: Addres,s: Date Called: Special lnstrucdons" Date Wanted: — v — M Requester: Phone No: $58.0'0 REINSPECTION 4:EE REQUIRED. Prior to inspection, fee must be paid at 6300 So6thcenter Blvd., Suite 100. Call to sechedute reinspection. Receipt No.: Date: I Z Z LU 00 C/) a w = LL W O 2� 9-1 LL a LU 0 z �- UJ JLJ 5 C0 0 a � W X u. 0 ui Z CO 0 Z p � INSPECTION RECORD 41 Retain a copy with permit 67 i INS AUTC PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431--367P Project: Type of Inspection: Addresk 4 Date Called: Special Instructions: Date Wanted: p.m. Requester: Phone No: Approved per applicable codes. PC orrections required prior to approval. COMMENTS: C4 ef' I I Receipt No.: 7 — 1 Z Z 5 J 0 00 CO 0 Cl) W LU J CO U LU 0 2� 9-J ILL co) CY III 0 Z I- W LU 5 0, 0) W 1: Z. ) F- — ti F- 0 z co 0 Z I I paid at 6300 Southcenter Blvd., Suite 100. Cat( to s reinspection. r INSPECTION RkORD Retain a copy with permit INSPECTION N0. PER Yr O. � 1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Project: Type of nspection: 1/ J Address: - Date Called: Special Instructions: Date Wanted: a.m (f Requester: c 7 7 �G Phone No: i"I E. Receipt No.: Date: Z ;}= Z , -J U U O' �o W_ F- W w O. �a = a W WO W U� O �. 0 F- W W I-- u' ~O tit Z U U) O H F- Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. sy,wM'w.++,W+r1>aY.+w .ryyr L' MI.•.� ��+ ±�'�. �� .. Y^�+r ; ...a « . , Mi,.'i`."'7'"n"Cj""�t ... '" : ... .. •�'�'11`.... t•^ a ..�-"^ ��, INSPECTION RECORD' Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION .. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (061431 36 0 L' ;r u' } s Project: Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a, p.m. Requester: Phone No: teceipt No.: Date: Z 2 ~ W UO Cj)0 co J CO W W O J' LL N = W F- O W LU 5. �O U O- D F- W r U. O tll Z UN H H Z L—j paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit 5- I NO. PE CITY OF TUKWILA BUILDING DIVISION � 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431' -36 70 T Project: Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: p.m. Requester: Phone No: %,Approved per applicable codes. Corrections required prior to approval. J.* COMMENTS: del '9 G is I'A I ns p e Date: � $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. !celpt No.: I I Date: Z W JU 00 (J) 0 C0 III W J CO) LL WO a W 0 z �-- LU 5 Cr) 0— W tll 0 Z to pz � b H. Z .»�W' �� . rtw+..-. .r+- r.^'- •'- R,w,,,•..•...•. -.— � "'.. .. .. ...ter < 1+w..... dq,� INSPECTION RECORD .. . ' Retain a copy with permit INSPECTION NO. P R NO i CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec 1 4 `' Type of Ins ection: "a, Address: ,�� J Date Called: Special Instructions: Date Wanted: a. p.m. Requester: Phone No: :5 Y Approved. per applicable codes. Corrections required prior to approval. COMMENTS: c Receipt No.: Date: Z if- Z �QQ W W� UO 0 0 J = F- 00 LL W O UQ 0) M CI �W Z H H O W H LLj �p O� D it- W X 15 W LL W Z O Z t__.! paid at 6300 Southcenter Blvd., Suite 900. Call to sechedule reinspection. �5�l ^ST'r ♦ rv.".•. qn. Y rn yiv�+ ij^ n .:��vL`a }`�nY��..�r`.:YYfi t'. <.i...., ,.. .� �.. ' ICS= tF++?', ��. WY* i. V. �.Uitww°a..ae^u a. a. t.. .�. a.�..r —.._ ...- .�_.._..•... -..-.— .....� .. ...... . . .. .... .. . ° i INSPECTION RECORD Retain a copy with permit 5-Llo INSPECTION N0. P CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Project: Type of Inspection: Addr Date Called: Special Instructions: Date Wanted: /' _ D m. Requester: Phone No: D Approved per applicable codes G� x.!'�.�i�FZ -; . 'A�.�'+�iYr�.^W 1K'1iiY�'�4.A ?•. "�, t��. 'ii.. ..:a"` .: s•:. .TG. wi.' I Z �Z W c 5 W C UO CO 13 Cl) Ill J = 0) L W O 9 U. Q N �. = W H =_ IH Ir O W �5 U� O � OH WW 2 I-- F- -O Z U N O H Z Fl Corrections required prior to approval. sxl•7J': 71 '+, ..s; Lr �7'at•,< ;. 4 �.: t ... I INSPECTION RECORD Retain a co w' copy with permit � 1 INSPE ION N0. PE I � CITY OF TUKWILA BUILDING DIVISION � f� - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Project: .S N f� Type of Inspection - wA W She- /X" /V Address: Date Called: J Special Instructions: Date Wanted: a.m. J /,5 -- 0 p.m. Requester: Phone No: t?q Approved per applicable codes. Corrections required prior to approval. I. 8ld .00 R F REQUIRED. Prior o inspection, fee must be h a at 6300 Southcenter lvd., Suite 100. C� It to sechedule reinspection. Receipt No.: Date: z IZ � W U O. U U. J F- DLL W O �-J LL N� =a W Z I— O W f— W U C. O N 0 F— W 2 F- �. tL O W z CO) O z 1i INSPECTION RECORD ti Retain a copy with permit d5— / -/0 INSPECTION NO. P ERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-36 O f5&Approved per applicable codes Project: /?, - Type of Inspection ' 71i'(7 Addrps--� V4 / / S • � C' ; Date Called: Special Instructions: Date Want d: a.m p.m. 'Requester: Phone No: O Corrections required prior to approval. COMMENTS: Ins Date: 1 L��'(. 13- F� 0 REINSPECTION FEE AQUIRED. Prior to ec t ion, fee must be C f/i 6300 Southcenter Blvd., Suite 100. Cal reinspection. RecLyipt No.: 'JDate: I Z Z IL C —J L) L) 0 CO 0 C0 LLJ LU J CO LL W LL cl) X W 0 z �— LU LU 5 C) L) 0 cf), C) I— W H L) 0 Z 0 CO) H 0 z t� INSPECTION RECORD Retain a copy with permit INSPECTIQN N0. P N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Project: Type of Inspection: GZ! Addre ;s: � � � - --� Date Called: } Special Instructions: Date Wanted: a. . Requester: Phone No: 4 ' Approved per applicable codes. Corrections required prior to approval. COMMENTS: Y a i Inspector: l Dater int- n $58.00'R NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd:, Suite 100 -Call >o sechedule reinspection. Receipt No.: Date: LL Z ;Z Z �W UO J = i- W O U- Vd �W Z F- 0 W ~ W U� ON O F- W H !6 O W Z O Z INSPECTION RECORD 1/as Retain a copy with permit INSPECTION NO. P I N CITY OF TUKWILA BUILDING DIVISION 'v 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Project: Type of Inspection: Address: U117 Date Called: Special I structions: � Date Wanted: // a . Requester: Phone No: 21% _...2 --5 —lAe�D Approved per applicable codes. Corrections required prior to approval. Inspector: Date: .J $58.00 REINSPECTION FEWREQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z �Z � W UO (0 O. J = F— CO LL W O 9-1 LL ):3 = F. W r ? I I- O W ~ W U� O� 0 H W H H U- O .Z W P H. O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. ! 1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 3670 Project: S CU C N Type of Inspec ion: .577 .- t • Address: Date Ca Special Inst ructions: f Date Wanted: 1 a.m. Z 2 / I l 06 m. Requester: Phone o: Approved per applicable codes. Corrections required prior to approval. y COMMENTS: Bo, D1 r .•-- 7'G /V E A 3c i Inspector: Dat : J A9. /L��, C" I � 0 ' o G $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z '- W JU 0 CO W = (0 u- W O LL to = �w z f- F- O W ~ U� O W UJ llJ Z U =' O Z t . INSPECTION RECORD ? Retain a copy with permit Do 5 6 �9 INSPECTION N PER 0. ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 /r Project: Type of Inspection: Add s �/ , ` � � � y / S � Date C ae alle �- / 0 Special Instructions: Date Wanted: / a.m. Requester: Phone No: k Approved per applicable codes. Corrections required prior to approval. ;; .. COMMENTS: r k rL I 1 i n Inspecto .� Date: AA $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 ..'­ . .: .. r = . . .. 5 . . . I Z ;1— Z � W � UO CO C0 W W = cn LL W O LL CO) Z Cf �W Z= W O �5 U� O N o F_ W UJ 2 LL H� —0 IJ Z UN O Z j Sys:. i, .. '•. INSPECTION RECORD Retain a copy with permit 7L' — / I INSP cTION NO. P IT 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 t7 i i t Project: Type of Inspection: Addres � � Date Called: Special Instructions: Date Wanted: Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. Receipt No.: Date: Inspector: � Dater $58.00 REINSPECTION EE REQU ED. Pnor to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 4 Z •�_- Z W QQ � JU UO co = CO I W O 9-1 U. co = W ? F- ZO UJ W U� O � � !r WW H� tL O . - Z W U= O~ Z INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park Fast_ Tukwila_ Wa_ 9R1 RR )ns;- S Project: Type of Inspection: - - 4 — � N I-) (__.- Address: t-/ t 1 -f S , '/ sT - Contact Person: Suite_ #: G-) M y (4 Special Instructions: Phone No.: 7 oG — 7 -1 L --Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: .Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: ncy Type: Inspector: W Date: / �� .� Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from / t e City f Tukwila Finance Department. Call to schedule a reins tY ection. P P Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 0 z z W JU 00 (0 o co W W = U. w wQ = a �W Z F- o z �- w w U� O N o E- WW HP �O .z W U= O z DENNEY ENGINEERING, INC. 38809 191 Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 •~ Pe rm it No. STRUCTURAL CALCULATIONS F ROJ E CT I�ROPOSEt X 7 1510 FoR 67- ur o l p 51 "GH rzj� <w�4�7� WA - 13Y lZ� DATE Z105 ODE R ��Ep FOR MMMW ��q��a1wFP�► JAN 3 20 pk fu � I�r.rn� RECEIVED CITY OF TUKWILA o 15 2005 PERMIT CENTER z W. 00 W= cn LL w U . � =w �. z0 W LLJ U 0 - OH w L z U= O H z DENNEY ENGINEERING, INC. 38809 191" Avc SG Auburn, WA 98092 I'lionc & Fax (253) 939 -1373 Wend Force DATE I I 7 o.5 PAGE .S&- EX onsl0 - &r S /n Lot 1 41(0 so. 11-67% St, Z uk w l'1 a WA _ e �ere� ce .5: .rf_3C 2003 a nd ,4SCL' 7 -02 $ = 0. 00266 1'<'z l< l'1� 1/ r ,450,E 7 -02 r"5. �o -15 V= 85 mp Ex p. 13 x• K o X !.DD $ = 0.00256(X (0. s5)685 > (1.0) = 1.6-72 K Determine K Fiy. � - (See h. 2) r�le�9h t to mt'c� -- h,er9Gr t of roo f slo e or ea ve H - 25' 9 h t to rl -able en d qua Us ff = 25' XZ = 0.70 $z = 15•.72 (0-70) = /1_ . 0 _ ps-F Win` olward u)all.5 Lase gh = y = //.0 r s{' Woofs and L eeuv aro l walls s : i•.. ;.� ci ..t:Y.r.• Sro::.e..^.: �a,i«.� ..r�4 I.1CL;W.?!:7i:Gs.s;��,�N,u.`.;. .{�tAU.etiE:Y(i�,74S;Tz:t. �k'3+ME.warax�A ttww+- •,.....'.. z Z �W Q 2 JD UD W= H �LL W �a � d. =W zx z° D� ot-- WW F-- L- o wz U CO O z :1. S: V i fir.• i i s• t;r o Height above ground level, z Exposure (Note 1) B C D ft (m) Case 1 Case 2 Cases 1 & 2 Cases 1 & 2 0 -15 0 -4.6 0.70 0.57 0.85 1.03 20 6.1 0.70 0.62 0,90 1.08 25 7.6 0.70 0.66 _ 0.94 1.12 30 9.1 0.70 0.70 0.98 1,16 40 12.2 0.76 0.76 1.04 1.22 50 15.2 0.81 0.81 1.09 1.27 60 18 0.85 0.85 1.13 1.31 70 21.3 0.89 0.89 1,17 1.34 80 24.4 0.93 0.93 1.21 1.38 •. 9d 27.4 0,96 0,96 1.24 1.40 100 30.5 0.99 0.99 1,26 1.43 120 36.6 1.04 1,04 1,31 1.48 140 42.7 1.09 1.09 1.36 1.52 160 48.8 1.13 1.13 1.39 1.55 180 54.9 1.17 1.17 1.43 1.58 200 61.0 1.20 1.20 1.46 1.61 250 76.2 1.28 1.28 1.53 1,68 300 91.4 1.35 1.35 1.59 1.73 350 106.7 1.41 1.41 1.64 1.78 400 121.9 1.47 1.47 1.69 1.82 450 (137.2) 1.52 1.52 1.73 1.86 500 (152.4) 1.56 1.56 1.77 1.89 Notes: 1. Case 1: a. All components and cladding. b. Main wind force resisting system in low -rise buildings designed using Figure 6 -10. Case 2: a. All main wind force resisting systems in buildings except those in low -rise buildings designed using Figure 6 -10. b. All main wind force resisting systems in other structures. 2. The velocity pressure exposure coefficient K may be determined from the following formula: For 15 ft. 5 z5 z For z < 15 ft. K = 2.01 (z/zo K = 2.01 (151zo Note: z shall not be taken less than 30 feet for Case 1 in exposure B. 3. a and z are tabulated in Table 6 -2. 4. Linear interpolation for intermediate values of height z is acceptable. 5. Exposure categories are defined in 6.5.6. Minimum Design Loads for Buildings and Other Structures 75 I' ; i 1 t !t Z ;} Z W 00 C/) O V/ C3 C0 W J f Cf) LL LLIO LL � = W I-- _ Z F- {- O W R W U� O- o1._ WW H� LL O W Z U= O Z DENNEY ENGINEERING, INC. ' 38809 191 Avc SC Auburn, WA 98092 I'honc & Fax (253) 939 -1373 G Cpi] Surface GCS Coe cie rats fro Fib. 6-lo ,g.SC'E Wlu zclward d Leewarol Walls DATE !! 7 p5 PAGE SSE d EX tp n S! D w -& �c7 7 /4t' .SO. /¢ 874 St, TuA cu i % 1-v , 141A Win d Forc es g e f: I6 2003 and ASCE 7-02 Z OU ) rise Bu i l cdr 35 h < 60 ft . A S CE 7 -02 Sec t, 6.5, ve4 = 85 m Exp. 2 �Zl= rl o p sf (See P. >) I 0-539 4 - 0, 415 15 A1/indward and Leewar� Roofs 7�g6le 6-3 goof 4 B = 22.5 P= SA [6cpf ± GC Surface 9 zh =: !l, o psf (See p. 7 G� lnterl6r,5urface.5 o. /8 z z �W QQ _ 0 N0. J = S2 LL WO L_ � = W Z �. Wo 25 U o� WW HU U. ~O .. z W N p . z N I , Main Wind'Force Resisting System - Method 2 l 11 s 60 ft. I Figure 6 -10 (cont'd) I rxternnl Pressure Coefficients, GC Enclosed, Pat Enclosed Ruildin Low -rise Walls & Roofs Roof Angle 0' (degrees) Building Surface MOMMOMMUNOW 1 3 4 5 6 1 ri, 2r, 3z 4r 0 -5 9 -0.37 -0.29 -0.45 -0.45 0.61 -1.07 -0.53 -0.43 20 69 -0.48 -0.43'1 -0.45 -0 0.80 -1.07 -0.69 -0.64 30 -45 ' 21 -0.43 -0.37 -0.45 _ •t1.45 0.69 0.27 -0.53 -0.48 90 -0.37 -0.37 - 0.45 0.45 1 0.69 1 0.69 1 -0.48 -0.48 i $G Notes: 1. Plus and minus signs signify pressures acting toward and away from Uie surfaces, respectively. 2. For values of 0 other than those shown, linear interpolation is permitted. 3. The building must be designed for all wind directions using the 8 loading patterns shown. The load patterns are applied to each building corner in turn as the Reference Corner. 4. Combinations of external and internal pressures (see Figurc C, -5) shall be evaluated as required to obtain the most severe loadings. 5. For the torsional load cases shown below, the pressures in zones designated with a "T" (IT, 21', 3T, 4T) shall be 25% of the full design wind pressures (zones 1, 3, 3, 4). Exception: One story buildings with h less than or equal to 30 0 (9.1 m), buildings two stories or less framed with light frame construction, and buildings two stories or less resigned with flexible diaphragms need not be designed for the toi:sirnmal load cases. Torsional loading shall apply to all eight Basic load patterns "sing tilt' figures below applied at car.h reference corner. 6. Except for moment- resistin& frames, the total horizontal shear shall not be less than that deternttned by neglectin wind forces on roof surfaces. 7. For the design of ill(, MWFRS providing lateral resistance in a direction parallel to a ride line or for flat roofs, use 0 0 and locate the zone 213 boundary at the mid - length cif the building. 8. The roof pressure coefficient GC,,t, when neptive in Zone 2, shall he applied in Zone 2 for n distance from the edge of roof equal to 0.5 times the horizontal dimension of the building ((parallel to'tlhe direction of the MWFRS being designed or 2.5h, whichever is less; the remainder orZone 2 extending to the ridge line shall use the pressure coefficient GC:,'r for Zolic 3. 9. Notation: n: 10 percent of least horizontal dimension or 0.4h, whichever is smaller, bud not less than either 4 of least horizontal dimension or 3 ft (0.9 m). h: Mean roof height in feet (meters), except that eave height shall be used for 0 < 10 0: Angle of plane of roof from horizontal, to degrees. ASCE 7 -02 Z '~ W JU UO W W u WO J L? N = W Z F.. 1--0 W 2� D O� DH WW F- LL Z U= O Z Transverse birection Longitudinal Direction !:qrs olial Load Cases , r s t 25 5URFACES 24 A= toO sf 5UR r- 5 1 4 '► A.= 1604- s TREAT AS WALL 5 uRF Ac� S 1 4 A =264 S PROJE6 rCCJ AREAS AOR WIAID OA1 SOUTH-{ L�,L T'1ON 25' SU ACE 5 2 1 3 --A �! Q =f210 s 8=22.5 SURFACE5 1 4 A=14o SU R FA CES 1 4 A = 204• sf P o`.1Ec - mc) AREA.s FoR w1A D oAl Np r14 a& yA7 7ory z �z �w QQ JU UO J = H N ti w L� cl)a =w Z �. �O z �- LU U� O- o�- W �- O ..z w CO O z 25 1 Z �Z W QQ � J U UO CO LL W O. F- U- Q = C1 FW Z 1- O Z I- W LU O- D t- W W u. O .. Z U N.' O Z ;t 1 j t 25 1 Z �Z W QQ � J U UO CO LL W O. F- U- Q = C1 FW Z 1- O Z I- W LU O- D t- W W u. O .. Z U N.' O Z j - tr� e� O V l 4 0 I NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARTHAN THIS NOTICE IT. IS _DUE TO THE QUALITY OF THE DOCUMENT. DENNEY I✓NGINEE-RING, INC. 38809 191 Avc SG A,iburn, WA 98092 I'lionc & Fax (253) 939 -1373 A C' F- - 0,^nces DATE ! t 7 o5 PA L� 14- So. 14 87% St. Tint cu i2 a , WA t > IR00 � /0 - 7 � �ve< 111 - sotw,eA W/ r") 0 w/ h Sout'�i 5le vo&ov� Pooh': F = m o(0. J -- 6. l9)( / /og � Wa I45 W 97 W l ✓1- cx o n l Uovz� �= � � v �t�m .- - ---- -- ROd7 W O n NDrz% :fieva &; t3 '� lVor q� -c5o c c vi 011r a or a p p er Ho o r ='3 W.5 Ai- (C-on t'd 'i::..:lu,rL.w r�_• v,� -� ..i- :i::.;.5,..: �J ri.:..:]w wi::;" aµ.. r.:.., k..:;+ fl .,�+.uiid,a:r:e:,N�l: <+v1:Y�i. iSsy axv.7:�' �:ii;sa:�lu�w..tsif,,:::.!'u' Y d & r FIoo r,0z, a rc - q el �t Z,, No r tA -56 it 0; Alln" o ' Wi. don SoufA'r:-Ieva Ojor7 elevat/o -o 567me) WcV1 FW 0(0 4- /1. 0(0.415,-0 . �S)(2��} 3 ? �c�a� f ram rood' 34 25 � - 73 65' z z' �w JU UO N0 J = H N LL w O LL �w z �O W � w U� o- wW L O 6i U =. ~O FI z DENNEY ENGINEERING, INC. 38809 191 Ave SE tWburn, WA 98092 1'lioue & Fax (253) 939 -1373 W/ , d Forces (coneld) Roo � 1 O-K I PAGE �— /137 7otl 15"23 Wi; a� 1/I/e5 2`0 �e cleled on sear off' roof cl«oArojm Rood': F= 11, 0 !/ C9//s: F (0. 6 3 L rr 0. 69 0 � 17, 237 � UIpp ex Floo e Z) ;apA rbg Z evel 2.322 A ,ld �vm r /6 # DATE I( 7 O5 76 Za� Uvr h e1 ova U)e-S ' Eleva bvn 'to 6a added o-n �1�ear wa !t ai�a�ys�s Add 41 44 1006* z �Z �W � 2 J0 00 N O' J = F- N U- W LL �. � =W Z� F O z F- WW U� of WW L L wz 0 -, O F--. z DENNEY ENGINEERING, INC. DATE !1 7 05 PAGE 38809 191 Ave 5E �eCY X �?f7SlO 7�0 A Auburn, WA 98092 Pltione & Fax (253) 939 -1373 .>e�s rnrc porCe - �4lla Stre besi 9 i Ref'.' ? BO 2003 5ec,& 26o5;.5. 45CE 7 -02 Sect, 2. q. !1/Ia ec� S �ec�i^�l f�ccele.r��'[ayI pp p f ° S !• 50 Fly" GMs ' 5 5 Si te, Class 1J F 1.Oo T 61e 1415. 1. 2 (! i CMS �l. 00) 0.60) = !. 5 0 Eg, « 36 3 bS '13. 1 � l�Se 14556 7 641locreed 6y 18C- 03 Sect, 1 1 :1 xce trd vt > p �5etsrn�c es[Qn C'8teyory tj (Asc 7 7296 /4f a. f S'e ��Se Shear SC E 7 -02 V= C' lei/ f I RZ CS 0.1G 0- � Lo ad combttiation # 5 per 45 C E 7-- o2 .Sect, 2, ¢. I # S Vfo,7E 'V = =D. !7W De -v d Loads. .. Areas l� sf Oor -- - 1.?oaf l D.. psf 630 sf L/pner sZOrc_6-'ast � tVest Gl�a u),7 /ls f 558 s f � it/o rrr�i oU7 LUa /!S 1 5 106r /4 �s�' 08 s-F 11 )er iclo6r , 2g s f Adlyl 1 5�ortf Est G�es�' Ll /l z Z �w D UO (/) CO LLI J N LL w LL =W Zo w UJ 25 U 0H Ww LL- O z U= Z 1. DENNEY ENGINEERING, INC. 38809 191s Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 DATE 05 pAGE, /I 5el srn! c FOrce -- Eal5e- /,ese selsmic l= = 0. 1 17(10) 11 �-o 6301z 1702 s apre�r door DIOA �ira9►n L eves �/orz`h- Sou. S�!srn cc 1666 �- a. !!7(!0) . - F (0964 5512 - I - s � - cas WeSt ,5e1s'mic. F =170 2 z �w Uo co J I_.. �U- w O. wa co cl �0 z �— w UJ �p U ;D M wW HU wz co O z IZ i f � f f 1 � r I NOTICE: IF THE DOCUMENT IN THIS FRAME I LESS U THIS NOTICE IT IS DUE TO THE QUALITY _ THE D N DENNEY ENGINEERING, INC. DATE 111 PAGE 13 38809 191'` Avc SE Auburn, WA 98092 1 lionc & 1'-ax (253) 939 -1373 TE L 3 2 -- TE L � t'z�r �l i Cry i? WA LLS w c N v r✓oi�c. r- — ..-- `�- - -�- -- 2- -�` -1 7 . f 3 --- - - - - -- -51Cih 1l� � A �aCtSMfC f= Of�C:C -- L Qt L )c.^. 31 = 55 #1 v N SHEAR WALLS pE51GNATCD (A) 51-IA 13C 5HC-A 11 �2 C W C3, ONE FACC [30TlI ( =�10E� [� [�LOCKEp [� �INC3LOC! <ED v 5d WALLBOARD MAILS f1T 7 0:C. AT ALL 5TU D5 TOP � BOT PLATT 5 d V E.(LTLIfZillNca � ► - q( -- J _..:._.. ._..___._.___.__..._._._.._�___ 31 00 r 2 1llo ne u a /I ho1, r ' .. A z W W JU UO U U J = H S2 U. w J U_ _. = W z f. I- O z F_ w U� c oI­ WW FU LL o ..z w U CO. O z �i fu " __WA _ DENNEY ENGINEERING, INC. 38509 191 Avc SL Auburn, WA 98092 I'honc BSc I-ax (253) 939 -1373 DATE 7 05 PA G E �4 ,S EX pn S! D for Lo e 1 .. 46 /4- SO. / ¢ 87% St, 7 WA UPPER ' srORY SHEAR WALLS WIND FORCE F= 2-6/z = 1 7/ 3 # pr-- 5lGf4ATI(7N ® SEISMIC FORCE LOCA-rt,00 AGE ele ✓o tlo-7-1 CUM ULA UWGTHs I q1+ I SHEARS WIND: Z1'-_ 1713 =7/ 1� 24 ' S�1sMIc : - U - = 830 --35� 4 1J 2 SHEATH SHEAR WALL t V 1 32 COX FLYWD OR 7 / 05B I AcE� BLOCKF_D T 8 W rlLS AT 6 O.C.' 0R 6- GA. X //2 STAPLES , EL EDC -tES AMC) WALL-PIER BOUNDARIES AND AT 0 . C . AT PAN A R , O.C. 1N FIELD OF PANF - L. O V F- RT UR NING N� ^ X7(30 �(9') = /5 39 VL = ..IET LIP FT = l� 3 ?0 q 8 7 � 30 2 /UD we- li d`, ii)o 1 4 lelo i irn s re ( -` � '+. ..:.•'. riGu". :.�.. 2.t.4Sti:.i.:7.ae`.�.§ � #�.:i� "sy"i+w:ai3.':.•:aiiw.aL4 ' L:. �.M:e z �z w !r � JD UO 0 w w �u. w 0 L L cc =w ?� �0 z �- w �� o CO . ww LL z w U= O z IZZ �j 1� ilk Qn J . CZ j NOTICE: IF THE DOCUMENT IN THIS FRAME I THE DO MENTA O F T HIS NOTICE IT IS DUE TO THE QUALITY DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 1'lione & 1 -ax (253) 939 -1373 DATE I 7 05 PAGE Z il a7 LM U - F 59 5TORY SHEAR WALLS WIND F=ORCE r= 15 4�& = 72'2 � pE51GNATI0N © S�ISMIG FORCC LocA FrO77 t" ele�� t�a-►� CUMUL L E9G7H 5 5 H EA KS WIND: -v- 7 C? 9 N Z SHEATH SHEAR WALL W/ /5 /32 KyWD OR Y1(0 05B ONE' trACE BLOCKED, wJ SCY to M LS AT �A O.C.' OR GA. X 1 b iz STAPLES AT r� 0. C. AT PANEL EDC-,E AND WALL -FLIER C',bUtJDAR(ES� AFJD 12" Q.C. IN FIELD OF PANEL. O V ER T URNING �r VL /o Z l3) (0 (3) Y 90;)] 306 KIET LIPLI FT .— 2 /60 _ 300 _ 574 � 3 2 U5E 5IMP50N LS7A2¢ 5T T11 EACH 51DE OF 5HEAR PMEL W7 18-- lQc� MA U-5 IN TRIM. STUDS ABOVE FLUOR AND* 1N RIM 11 0151 - OR -BEAM. (16-16d TOTAL) z i~ �w 0o 0 J S2 u- w 0 9 Q cf) D = Z F - �0 z F- w VO 0 U) o�- w U. LL o W z U= O Z DENNEY ENGINEERING, INC. DATE 111 7105 PAGE R 38809 191" Ave SE Auburn, WA 98092 �eCYx C?h �O ' Phone & Fax (253) 939 -1373 � � � 14' SO 67% 56, OMER •5 - roRY SHEAR W ALLS WIND roRcE r= 152 3(�6/ 7 3a) - 7 �Z � - -' - PP- 51GNATION ® 51✓I5MIC r=ORGE = i CUMIJLATIVE L1WG71.15 6.5 f 13.x'= 20 SNEAKS WINO - v - = '76 i 20 s�ISMIc : v"= 20 ' N 3 SHEAR WALLS DE SIGN AT' Qp SI -IALL DE 51 I CA THED W1 ��2 a GWC3, *1 FA ❑ (30TF1 rAcCS ®, C', LUGI <Cb ❑ , 1 UN4LOCI�GD ®� WI WALL136AR0 MAILS AT AT' ALL. STUDS, Top 13o�t7Z7r�1 PLA�rcS� OVERTURNING � for _ ',3��O. r )) 0) 2322' N 0 E T L(PLIFT - 2 3 2 �- _ 06 "' - 32 # Cm / ' o i ;n ar/) A)o h6ldo uy - ns r 'a/ '' ., i. x.. .,,i... :.i.x.,:1. +. .•AssSe:.L': L:i 7r.. . ii..,...:,: �oJSi.'.:. �: s «..;.;�.3i;.4u..s.�.'vk:w:�:. :Emera;� Manauc:w.s.r:oavwv.:.,..s. :s.,;,kc•:.: w z W U0 W= 52 LL w o LL a c') =a �. w z 1-- z f- w LLJ �o U 0 F- w �F LL w z U= O z ` DENNEY ENGINEERING, INC. 38809 191 Ave SE Auburn, WA 98092 I'lione & Fax (253) 939 -1373 f i DATE iI 7 a.5 PAGE ,Sc z ensi - fO A Loe L 4eo 14- so. 1¢e7% St, 7 - aA, a z1 a , 1/UA STUR SNEAK WALLS wIND r=oRcE r - /52.3 ( � � o 4�l ? ' PE- SIGNATION O SEISMIC (=ORCE / �� _.� ` 1 _ CUMULATNE LLMG7�I5 1¢ SHEARS WIND: -u-- -33 !4 5F- ISMIC : -V-= = ..37 � N 2 SHEATH SHEAR WALL 'V 15 2 COX F YWD OR Ella 05B OBE I=A BLOCKFD, T Ld NarILS AT 0 . C. OR 15 GA. X ��� I � STAPLES AT � 0. C. AT PANEL EDGE$ AWQ WALL -PIER BOUNDARIES AND 12 O.C. IN FIELD OF PANEL. OVERTURNING N VL 13)[604) Vlo')] 140 KI ET UP LI FT Ak rye t 71 T t t i ;.,_ A—. ,..,! :_,:..:a._• .....:. � :i,.:.,......�..,,a....ii.J:iu „�i.:,: ::;. arsw:::. wt:. tt�:. tc... �.; �,; �e:' Ld:. i::nL:.y.;3ws�..,.:J.�;.,.a:.,: z — Z �' W Q � 2 JD UO Wx U. w LQ co)� �w z � o z F-- LU D� O cf) o� w �p �- o z U= O z f � A z m -b. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARfiHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. . } 51VEAx ,DISFri IBUrI OAJ,3 Y DlAPHR46M r<07 .r o � � 0 Ln .;EfX = O = V,, ,/- V6 -- 2 332 -- /009 Vb =6 V = 2332 -/- /00$ =3340 Z/U!A = 0 (3l)- U = 3 - 2 0 + 14 1 61 1224# V = V 31 nnyolv V, an d V 4 car V = V = 73 & 5 Z 122 ,�7lr year �ocrfyo(s z W. D UO Cl) D C = J x N W WO 9� C =W zF- z 25 U O � a F- . WW H LL O Z W L) O Z =o I 3�' 1. 51VEAx ,DISFri IBUrI OAJ,3 Y DlAPHR46M r<07 .r o � � 0 Ln .;EfX = O = V,, ,/- V6 -- 2 332 -- /009 Vb =6 V = 2332 -/- /00$ =3340 Z/U!A = 0 (3l)- U = 3 - 2 0 + 14 1 61 1224# V = V 31 nnyolv V, an d V 4 car V = V = 73 & 5 Z 122 ,�7lr year �ocrfyo(s z W. D UO Cl) D C = J x N W WO 9� C =W zF- z 25 U O � a F- . WW H LL O Z W L) O Z =o I 3�' 1. DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phone & I -ax (253) 939 -1373 DATE I 7 05 PAGE 5r0RY SHEAR WALLS WIND FORCE r-= 368'3 * (Sfa- ,e. 24 DESIGNATION O SEISMIC (=ORCE = 9 f2_'° f 5 2,5' LOCA - r I O N L At CUMULA LENG7H5 20 StIEARS WIN D : 'U"- so SF-ISMiC : "U"= 20 Ii r7 N SHEATH SNEAR WALL Vy 34 CDX nLYWI? OR M4 05B OME rACE BLOCKED W 14 M L S AST O. C. OR GA. x r S TAPLE S AT 4 C. AT PANEL EDGE'S AND WALL —PIER TBOUNDA A140 l2 �� O.C. IN FIELD OF PANEL. O V F— RTURNlNG 29 �Lq6 MOT l V L = la(z /.3)[6 (2a) -7.2 (20) - ?Xe0)] ^ 3335 r�IET UP LIFT -. 21? 33 5' 19(a # 20 _ 2 r /I/o e u �1�t: No ho la Z �w QQ � JU UO 0 W= J �. � w O J L1. j � =w ?� zo w U O �' o�- .w w � o w co O Z L w DENNEY ENGINEERING, INC. 38809 191 Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 PAGE. _4 # J 2 • •A-1�1 STORY SNEAK WALLS WIND FORGE (=_ pr C 5E15MIC F=ORCE = l2 = /t? 5 — } j CUMULAJ LMG 33 S HEARS wIN D : -v-- 112 33 DATE « 7 05 ' l X25 33 11 /I w 2 SHEATH 5HEAR WALL. Il ' 1 �2 CDX i'LYWZ? OR 7/4 05B DAJE rACE� BLOC T g� MikiL5 �tT �4 O.C.' OR / 6 - GA. X j �2 /' STeetf'L.L�S AT 0. C. AT PANEL EDGES AND WALL —PIER BOUNDARIES, AMD' 12 0. C. IN FIELD OF PANEL. OVERTURNING MOT L _ _ 1 D C� /.3 )�� (33) r� 2e.3 3) 4- (9 �- , 9)( 3)] f KIET LI PL I FT No rndt a MC&. A)o ho ld6op as z �Z w JU 00 -J T) U- 1 , 1 0 �Q = �w z Zo w UC3 ON OH w �� �O ui z U= O� z DENNEY ENGINEERING, INC. ' 38809 191 Av SE- Auburn, WA 98092 I'lionc & Fax (253) 939 -1373 DATE 1 PAGE _ sec� Ex ensr'o �o h L.6 1 4614- so. 11-61M 5t. 7 GU % l cd , WA MAN 5roRY SHEAR WALLS W1wo f:r oR cc C== 0 3 40 4 7a PaSIGNATION O SEISMICFo RC p- n! � �10 ?��'_1,,33 = 182 LvCA l n�p-rt or Well 6 4 CPC- (< CUMULATIVE LP-907H5 5 t(EAKS WIND : - v - - 14� Co (I 28 ( m (c : -v-= 182 G _ �5 29 toy 2. SHEATH 5HEAR WALL. ''� Jy �3 2 CDx i�LYWL) oR � /& O5B 4A1,f rAcE� BLO C K E D � wj $off N,41 L 5 Ar _ O. C. OR GA. x / STAPLES AT r0 � 0. C. AT PANEL EDGLO5 AND WALL -PIER 130UWDARIE5� AND 12 0.0,. IN FIELD OF PANEL. V t' E- RTURNING V L = _ ! 0 ( 4 l0 (4) 4 ( l -�- 8) ( 4-) $o � i I i 1J ET UPLl = 4 1672 'ii Sao 2 = 728 # U5E. 5IMPSON l A Z'fZ HOLDOWN EACH of SHC -AR PANG -L Kr/ 111 4G1' A),4145 1 tPOLiRLC T IRI M 57UD5 AND IN RIM JO(57' TOT L ) z z �w QQ JU UO WF U. w ur D =w F- _ zF- Zo LLI w U� o -. o�- w F- LL o w z U= O z DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 I'hone & Fax (253) 939 -1373 14 A- l Al Sro a Y SH EAR WA L 5 f PaSIGNATION DATE l ! 7 o5 PAGE ,se &X t en sto 7(0 ti Loe I -11(, 14- SO. 1¢8?% St, 7 WA WIND roRcE r 75$ # �✓- EISMIC (=ORCE — 3 6 't ����5 � � ,� � c l # LOGa eo r al e ye 6 &Y __--- ----- _�_.. C UM IJL AJ - I VE UW G`R15 4 s �t-IEARS WIN Z1"- 2� N 2 SHEATH SHEAR WALL 1 �32 rt CDX PLYWQ OR YI& 05B 6 AIF- 1=AG1rp BLOCKED, �� N 41 L 5 AST O.C.' OR 15 GA. x 1�.2 5 TAPLE5 f AT �D� 0. C. AT PANEL EDGES AND WALL -PIED BOUWDARIES� At4D O.C. IN FIELD OF PANEL.. O VERTURNI N G #� i MOT - �) �8) =- j(� t2L 10 C 2 (3� �� (3 . �� -�- (A . (3.5) + ?JET UPLIFT 3.5 2 ,�l�o - n � z` r.� T �� fit. lUo �201� ©r�m.� r� �c� • z z �w D 00 (/) uJ J D LL WO 9 - LL D =w Z F. HO z F- w LLj �o U O N o� w F- L O w z p_ o F- z ee. .:.. > .. +..,::...,u..:.:u�.n. ,.. � .:v «1..,.....0 r ., Zvi... t..,.—' ,..+.y�.:,.t..:.,:...:.� «.. c:r;.:.•,m�.n'. »m'.s.4a.. t:,::.W.t� Yr'ua+iu4�c.k v +w. >a Ai�arnlrisr A. .v:.d: ' 11:+i],'i�' . 'n,nFdtU.xs:L.c4' � .isi.yaakuL+ww: DENNEY I✓NGINEERING, INC. DATE _1 1 7 ©5' PA 3 191 Avc s>; sed 5x ensr'o fo A Auburn, WA 98092 �.j l4- so. 1 y?% St, I'lionc &lax (253) 939 -1373 T u lc ru r �a , 14 4c4or Z3olts - fvr She, rGU2I /s c%a me L SI CalDaciL' - y /n 2x m udsi`f = 1145' 0- c5�ac�r,9 .5 = ! 45 x � tig t Wa le n 7VI) ` (7 ro ss jh egr Fo c l udl � q ler7111 ZZ14 clew CIJ(n c% Shear Wall 5 = 1/4 =6,22' LIse 6L Q� o, c. cr 5= 1145(33 .- 0.2to Z1�e to c. 6 8 14 s^ X143" 28 - , 8'2 1 7 U se l � � r ( 0. c. 09 � s— 1145Y 3 Use � 0. C. 758 KI 7 _ '1145TALL �l � DIA, x 1 D AMcl -IOR BOO K/ 7 MININIUM E M0E: 0IVlENT AT 6 1 -10 ,11 M O.C. INSTALL 'wl'rrl SIMP50N BE BEARING WASHER. WA5HER DIMEWSLON5 2 x 2 x 311(0 z W �U UO W= H S2 LL W O. �J LL cf)d = W' �O w F- 2 5. U� ON ol-- LU =U LL Z w co o F z I DENNEY ENGINEERING, INC. DATE l! 7 ©5 PAGE } ~ 38809 191" Ave SC Auburn, WA 98092 �e�r �X PhS/0 f0 1'houc: Sc Fax (253) 939 -1373 Z-6 � � l ¢ ` � 8� St' no07'�D1a�atir��� Soa P( ,s! ea.r _ 39'2 5'/2 $ '7 r to -� 'th 30 Go�9r'tud:- �al.sGzcar' 152312 2 3� (E ast- wie s �•) 33 N ROOF pLAPHRAGM � 15- s USE �Z COX PW OR W(0 050 LJm,aLo cf «b, AY " 0 . c. 42 r'S' GA . x l %2 `� 5 PLC 5 AT " O.C. AT PANEL F.bGr S AND DIAPHRAC-itA S0uNDARIE -5 AQ0 12." o. c_ IN FIELD. i ,.. ...L . v,.:s.c i„t..tGi� .,:C'J... u3.i«..Vjtu:i. +;/n: a:..�N.4.s .�1.ru "rrt4tT;:Sa:u M: z.3 7iri.S idtili 'u+.Wi14:.AWit- ..m+rw.f�R:.• z �z w w Q �: JU UO N 0. C0 w O' U. Q. �a =w � z O. z �- w a U� o �- w ~� w CO) P F-; Z DENNEY ENGINEERING, INC. 38809 191s Ave SE Auburn, WA 98092 i I'lione & Fax (253) 939 -1373 L.oe I Quo 14- 50, 7¢• e?% 56, L!-k. Gu rY a , WA j Z or PlapA . w �nl6rse e (No r 7 "o w w IL LL d CJse shear U'-q�u-�gs for (5 12 "5tructur &l y lyujood z o i rn rclZ`! �� ECi f ' 6 y 0, ?2 ' p" - or U �8 wl el'7 � ct ,3 w ood � 5' / U p Lld 155; (,�en� F'l o co 7J�`Cr Cpk 1 eVOOCI hod n� i�s az` //0. C. es, = w LL Sh e S r 67 /lococ7 6l e 1.2 fB 2 X,3 7`�ble 2306 -.1 = 167(.' 3)= 155 # / w co �Foo�nl& a, Z Vii/ 0 ,p l�i4P jr spreao &Ijanel ecly GUr 900 7"ot . / Ca��a al &6 , n o irio - 9oo X 26 2 = &21 Nom_ FLO DlAPHRAGNI US(_ X14 T � G PL` W00D, . BL0CKCD, Wjr'Od NACLlb @ 6" O.C. AT PAWEL E D6-E5 `AMD 10" O.C. IN FIELD. GLUE WITH DAP4000 CrLUE WITH ,(2) -%- DIA, OEA,DS AT PAMF- -L EDGr --.5 AN D D(A. x-12 13EA 7 AT 24" 0. C. W FIELD. DATE i 7,05 PAGE —i. DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 i I'lione & Fax (253) 939 -1373 /007' �4dCYS ps f pS F psr 2,50 s� I �s � r DL l. a.00 psf DATE I o� P0 0 A a y Gon rile 1- ?Oof)h y SGree&We Za/ Roo fl S�ri S�2e Yd --711 y �lyuJODo� .S�le a �,��ir�y 7Tm6cr 06cl�in y 7 u sse s o r A?o e6a C ITnsU- /c-7 /o -� �1SC, LL, 25 .04 �s f Z '~ w �D JU UO W =. w 95 U.D cl)� =w z� F- o W ~ W U� co o� wW F- U- wz co o z L ,. DENNEY ENGINEERING, INC DATE 4 PA G E 38809 191 Avc SE EX £?Y)s1 O A Auburn, WA 98092 148 St Phone & Fax (253) 939 -1373 f 2n � Sir Flo or L o acts Al �n 9 2.50 �sf C�f3 Cei�l� oz / K �sF l�r a rrr1ny } 0. to s' s,�1 �a •r� 9 l osf L.l�o%r'�l�o.r' l'�.sul�L�l� 1. �o nsf Car�e.t "� �S7 .Svcs �Y1 c�i DL L. L. 40. z W �D U 0 w U. W LL = W �_ Z� 1-- w LU � o U O N o�- ZU H� LL L1J z U= O F-' z Job Name: SINGH RES. Beam Mrk: 131 5.125 x 15 7.2 kips 7.2 kips <------------ - - - - >' Span(ft)= 18 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 270 psf Live Load = 530 psf OC Spacng = 1 ft GLU -LAM BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 240 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %)/100= .03 11. Exact Beam WIDTH (in): b = 5.125 3D BEAM SIZE : 5.125 x 15 Bending stress: +M f b = 2023 psi for +M = 32.4 k -ft -M f b = 0 psi for -M = 0 k -ft Shear stress: fv = 126 psi for V = 6.48 kips Dead Load Deflection = .246 in Live Load Deflection = .482 in = L/ 447 D +L Load Deflection = .728 in = L/ 296 Allowable bending stress: "for +M: F'b = 2341 psi for -M: F'b = 2341 psi t z w . _3 L) UO co Uj N J = H N U_ WO U _ co D = CY �W z f- F- O w H, �5 U� 0 W Lu z Z LU co U -- O z Job Name: SINGH RES. Beam Mrk: B2 5.125 x 10.5 4.8 kips 4.8 kips < ----- - - - - - Span(ft)= 12 Both ends pinned SUMMARY OF BEAM LOADS --------------------- UNIFORM LOAD OVER FULL SPAN: i Dead Load = 270 psf Live Load = 530 psf OC Spacng = 1 ft fi ----------------------------- GLU -LAM BEAM - DESIGN CRITERIA ------------------------------ 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 240 3. Mod of Elasticity, psi: E = 1800000 . 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge { in region of +M (ft): Lu = 0 8. Unbraced bottom edge f in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %)/100= .03 11. Exact Beam WIDTH (in): b = 5.125 3/ BEAM SIZE : 5.125 x 10.5 Bending stress: +M f b = 1835 psi for +M = 14.4 k -ft -M f b = 0 psi for -M = 0 k -ft Shear stress: fv = 120 psi for V = 4.32 kips Dead Load Deflection = .142 in Live Load Deflection = .278 in = L/ 518 D +L Load Deflection = . 4.19 in = L/ 343 Allowable bending stress: for +M: F'b = 2400 psi for -M: F'b = 2400 psi Z Q SZ '~ W � �U UO N 0 J = F- N U W O 9-1 U. < co) d =w z� F- O w ~ w � o o CO o � .w w, Zy LL O til Z. U� HH z r a f Cln� {vrm lU = ,R,-7 : Fr o ni l0( (0) X14 r 7a ' 7o ( 2 51 t.15) C (4 ) — 136 #/ 7r'ianyu/ar LUL = pa ri i'a 1 9& - DENNEY ENGINEERING, INC. 38809 191 Ave SE Auburn, WA 98092 I'lione & I-ax (253) 939 -1373 DATE !! 7 PAGE Bear»S117 1 6 9 0/9 rS )_ 3 Des ct : �/ ►'1 �6 GcJ rle� rc�ro ©!rli1 Sian 8(3 tt 6 7 C? Le le R6: Est`. gym, !!Jt �O rIZ. W& IA : Lln t'form : goof 6? Floor C�JBI/ Tr/anyu /ar : 1?Oo7'� w u 3eamf�eao� r - 5e le- celon CP x � PF #2 e Ae� c/&Y =7e N1asz��r PPnlrtti� Tri;v . WIYM : Ll» t Aorm : Floor ZVall � 7mi n 9u lar : Roof Partite/ : froi» To Lfn i�nrm �bL = ZD 60 0 7 � 7rianyu /a r uJ ALL = w u = — Z5 ecqn- ligedo Se le- a el o n 6.x 8 DF*2 aav �,�!wan»rn+��wmwarrn�uw•�,rn� r� •,�,x ,,..... , r...v . : yy It. z Z �w 00 w= co U. w Ua �_ = �W z f- H- O w �5 U� O� OH WW H w z w U= O z Job Name: SINGH RES. Beam Mrk: B3 r 5.5 x 5.5 Lase lox8 .825 kips .825 kips { Span(ft)= 8.25 Both ends pinned i SUMMARY OF BEAM LOADS --------------- - - - - -- UNIFORM LOAD OVER FULL SPAN: Dead Load = 70 psf Live Load = 130 psf OC Spacng = 1 ft 1. Allowable Bending,psi: Fb = 875 2. Allowable Shear, psi: Fv = 170 3. Mod of Elasticity, psi: E = 1300000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %)/100= .03 11. Exact Beam WIDTH (in): b = 5.5 33 BEAM SIZE : 5.5 x 5.5 Bending stress: +M f b = 736 psi for +M = 1.7 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 37 psi for V = .74 kips Dead Load Deflection = .074 in Live Load Deflection = .137 in = L/ 724 D +L Load Deflection = .21 in = L/ 470 Allowable bending stress: for +M: F'b = 875 psi for -M: F = 875 psi . Y . z w JU 0 0 N W= J � LL. W O 9 - LL Q Co =w z� 1- O w ~ w Do o C& wW H U U- .z w CO) O ~: z i v Job Name: SINGH RES. Beam Mrk: B4 5.5 x 5.5 use .675 kips .675 kips < ------------ - - - - >i Span(ft)= 6.75 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 70 psf Live Load = 130 psf j OC Spacng = 1 ft f ( i ------------------------------ WOOD BEAM - DESIGN CRITERIA ------------------------------ 1 i 1. Allowable Bending,psi: Fb = 875 2. Allowable Shear, psi: Fv = 170 3. Mod of Elasticity, psi: E = 1300000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 j 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:() /100= .03 11. Exact Beam WIDTH (in): b = 5.5 3H- BEAM SIZE : 5.5 x 5.5 Bending stress: +M fb = 493 psi for +M = 1.14 k -ft -M f b = 0 psi for -M = 0 k -ft Shear stress: fv = 30 psi for V = .61 kips Dead Load Deflection = .033 in Live Load Deflection = .061 in = L/ 1322 D +L Load Deflection = .094 in = L/ 859 Allowable bending stress: for +M: F'b = 875 psi for -M: F'b = 875 psi z �z W UO U) o w= J �- N LL W O C =W Z �. ZO 2:3 U� N 0H WW U U. O .• Z w CO O z DENNEY ENGINEERING, INC. DATE I 7 a5 PA .1 ` � 38809 191s Ave SC Auburn, WA 98092 Phone BSc Fax (253) 939 -1373 Bea n-,s /fr'ec9 �e rs X- / . I�.�' o escr; _ �(o °- 6�7ro7gt° �l�or Al�'�le - 16r WIWIAi : Lln ., ;dorm : Rvel �a n 9u /ar : Roof Lfn. {vrrn �V LD 4-) f zo 66 w C25 �. 16) ( 4L) - 67 * 11 Tianyu /ar ��L ' . ALL = W t. , — ' yeah- 1#&order S &lecelO -n Nk. i3 Ilescr: lO —° Cir0r�, poor , �e' 510 an lD ` - `Lahti /ever(s) z " Rt Tri;�. Gl IWIA : Zln i Form Cfn. nrrn u� = 10694 Tianyu/ar uJ = 00 1 M ,�t,. . 5st, sm, && L 0 Wall T Cler selece /on ,�- -2.x / 14F #2 � .... < , ., : ?,A6�')l"fi e4Q?Ry y� w,, ft7Yn RMt�'.r.FY+1.'r .t+�n+m�rzr.,e.'*.�«* r•+.r..r•- ,r^ecu!ss±:. � sec✓ �X �vrs��o �o S ` h _ Ld I 4yo 14- So, 14- 67% St, Tuk (,U Wm z z �w UO co 0 w= �IL wO LLQ cf)d =w z �. �o w ~ w U ON �H ww H� L o w z U= O z t Job Name: SINGH RES. 36 Beam Mrk: B5 4.5 x 9.5 f 1.2 kips 1.2 kips <------------ - - - - >: Span(ft)= 16.33 Both ends pinned SUMMARY OF BEAM LOADS --------------- - - - - -- UNIFORM LOAD OVER FULL SPAN: Dead Load = 60 psf Live Load = 87 psf OC Spacng = 1 ft -----=------------------------ i. .WOOD BEAM - DESIGN CRITERIA ------------------------------ t 1. Allowable Bending,psi: Fb = 978 2. Allowable Shear, psi: Fv = 150 3. Mod of Elasticity, psi: E = 1.3E +08 4. Duration of load factor = 1 5. L i v e Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:(%) /100= .03 11. Exact Beam WIDTH (in): b = 4.5 BEAM SIZE : 4.5.x 9.5 Bending stress: +M fb = 869 psi for +M = 4.9 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 40 psi for V = 1.14 kips Dead Load Deflection = .002 in Live Load Deflection = .003 in = L/ 58839 D +L Load Deflection = .006 in = L/ 34823 Allowable bending stress: for +M: F'b = 978 psi for -M: F' b = 978 psi z = Z �w 6 D -j 0 . 0 00 CO W= J �.. CO U- w 0 U. co �. = a �w z� F- O w ~ w U 0 - O F-' w W. H� �0 .. z w U CO. O z. M 3 Job Name: SINGH RES. Beam Mrk: B6 4.5 x 5.5 .702 kips .702 kips , ' <------------ - - - - >' Span(ft)= 10.25 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 50 psf Live Load = 87 psf OC Spacng = 1 ft �. ------------------------------ WOOD BEAM - DESIGN CRITERIA -- --------------------------- 1. Allowable Bending,psi: Fb = 978 2. Allowable Shear, psi: Fv = 180 3. Mod of Elasticity, psi: E = 1300000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 { 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %)/100= .03 11. Exact Beam WIDTH (in): b = 4.5 BEAM SIZE : 4.5 x 5.5 Bending stress: +M f b = 952 psi for +M = 1.8 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 40 psi for V = .67 kips Dead Load Deflection = .153 in Live Load Deflection = .266 in = L/ 461 D +L Load Deflection = .42 in = L/ 293 Allowable bending stress: for +M: F'b = 978 psi for -M: F'b = 978 psi z '~ w � D rU UO Co o co Uj J = H N U_ WO L� ca D = CY �. w z t-- E- O Z �- w co U :O OH 2V ti O W z co HH O z I� rr� �1 NOTICE: IF THE DOCUMENT IN THIS FRAME OF THE DOCUMENT.. THIS NOTICE IT IS DUE TO THE QUA . Facsimile Cover Sheet CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT To: Gary Singh Company: Department: Phone: 206/244 -1900 FAX: 206/433 -8788 From: BOB BENEDICTO Phone: (206) 431 -3670 Fax: (206) 4313665 Date: 06/25/2007 Pages including this 2 cover page: Comments: f ; W J U U 00 W= J � N U-: w O J lL Q: �D = a �w 3 Z P �- O W �. W. �o :o o �-. w U- O .. z: w F-H O Z i Facsimile Cover Sheet CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT To: Gary Singh Company: Department: Phone: 206/244 -1900 FAX: 206/433 -8788 From: BOB BENEDICTO Phone: (206) 431 -3670 Fax: (206) 4313665 Date: 06/25/2007 Pages including this 2 cover page: Comments: f ; W J U U 00 W= J � N U-: w O J lL Q: �D = a �w 3 Z P �- O W �. W. �o :o o �-. w U- O .. z: w F-H O Z o:. °� Z Cit,e of Tukwila -J! Steven M. Mullet, Mayor % Department of Community Development Steve Lancaster, Director ......... . 1908 June 25, 2007 To Whom It May Concern: The following building permits have received final inspection approval and the dwellings located at the related addresses are approved for occupancy. • Permit #;, dwelling located at 4614 S. 148" Street, Tukwila, WA • Permit # D06-322 for dwelling located at 4620 S. 14 8 Street, Tukwila, WA If you have questions you may contact me at 206/431-3675. Z Z W WI 2 D U 0 01 CO a U) W W J U- W O U- < CO CY :D4 F- LLJ Z H- 0 Z F- W W 5: CO 0 0 H V LLJ 3: U. F - L O. --Z W 0 pz� 0 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 i MEMORY TRANSMISSION REPORT FILE N0. DATE TO DOCUMENT PAGES START TIME END TIME PAGES SENT STATUS * ** SUCCESSFUL TX NOTICE * ** Facsimile Cover Sheet C /TY OF TUKW/LA OF COMMON /TY OEVEL OPMENT To: Gary Singh Company: laepartment: Phone: 206/244: - PAX: 206/433 -8788 Froth: BOB B*]F -I* TO Phone: (206) 432 -3670 Fax: (206) 4313665 Data: 06/25/2007 Pages Including thla 2 cover page: Comments: TIME :06- 25 - 15:24 FAX NO.1 :2064313665 NAME :publicworks /dcd 151 06.25 15 :23 IR 9 *- 4338788 2 06.25 15:23 06.25 15:24 OK z i= W Q � Q � WD U O cl) 0 C0 Lu J co) LL W 0 J u� Q cam = 1 - _ Z 1-0, Z W LLJ U� 0 �' WW L tll Z U= 0 Z II.A ,' City of Tukwila Steven M. Mullet, Mayor + i Q{ - i + Department of Community Development Steve Lancaster, Director 1908 May 18, 2007 Gurdip Singh 4224 S 148 St Tukwila WA 98168 RE: Request for Extension Development Permit No. D05 -409 Singh Residence — 4614 S 148 St Dear Mr. Singh: This letter is in response to your written request for an extension to Permit No. D05409. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending the expiration date of your permit for an additional 180 days (through September 1, 2007). If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, t Je if ll it an File: Penn it No. D05 -409 P;U'ernit CenterTmcnsion Letters\Pcmn ts\2005=5 409 Permit Extension.doc Page 1 of 1 jem z Z. WW _j U UO N o C0 W W_ I— U) w w U . = �. w z I . F— O z F—. W W UC O N o E-. wW U' �O w z. U= O z 6300 Southcenter Boulevard, Suite #100 9 Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 . tot- d o J - MAY 01 2007 c 3 60 �J DEVO"L iTy VJS1 � FNT i 3 �Gt�+ 3 � Cw' j y e ti� r [t-A. ►� bt., Ask- w � A l ol v !go I d d6Z :G0 GO 91 idd Z ;= Z LL. W aa JU UO W = F- LL W 2� 9J LL cl)a =w Wo �o U 0H wW LL — 0 w z CO O H. z u�= �0 02 -02 -2007 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director GARY SINGH 4224 S 148 ST TUKWILA WA 98168 RE: Permit No. D05409 4614 S 148 ST TUKW Dear Permit Holder: 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 last inspection; 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 writing and Provide satisfactory 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 03/05/2007, 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, Technician xc: Permit File No. D05409 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 a Fax. 206 - 431 -3665 Z Z �w W .� 2 JU UO CO co LU J � �LL WO ur to =w �— _ Z l— O Z f— LU 5 U� O � 0 H W W F- 1. u. O iii Z L) co H= O Z January 9, 2006 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Gary Singh 4224 S 148 St Tukwila, WA 98168 RE: CORRECTION LETTER #1 Development Permit Application Number D05 -409 Singh Residence — 4614 S 148 St Dear Mr. Singh: i This letter is to inform you of corrections that must be addressed before your development permits) 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 and Fire Departments. At this time the Planning and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Fire Department: Alan Metzler, at 206 575 -4404, 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 its person: and will not be accented through the n :ail or by a messen service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, e ni er arshall e mit chnician encl xc: File No. D05 -409 PNennifer\Correction Letters\2005MOS -409 Corteclion Ur NLDOC jem I 6300 Southcenter Boulevard, Suite #100 * Tukwila, Washington 98188 * Phone: 206- 431 -3670 - Fax. 206 - 431 -3665 Z 3:z �w Q � JU U U o wi J �- S2 LL w� L Q CO D = �w z HO Z F— w W UCl O N o�- w LL O w Z U) OF O Z 4 Building Division Review Memo Date: January 3, 2006 Project Name: Singh Residence Permit #: D05- 409 Plan Review: Allen Johannessen, Plans Examiner A Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 1 Provide a top view or plan view that illustrates the rooflines of the existing house in conjunction with the new addition that clearly identifies all roof slopes. In addition, provide a detail of the cricket (indicated on detail B sheet S1). The cricket detail shall show type of roof materials as well as the method of framing to show sloping of the cricket. The intent is to prevent the accumulation of water and debris from collecting, potentially creating water blockage and causing moisture damage in that portion of the roof or building. (R106.1, Section R903, R904 and R 905) 2 In the same detail as noted in item (1) the new foundation is shown as connecting to the existing foundation. Show a method of bonding the new foundation to the existing foundation. Typically a number of reinforcing bars secured with epoxy spaced as required by the designer or engineer. Provide a detail with notes on the plan. 3 Show the location of the attic access. (IRC R807) 4 Provide foundation and slab insulation details that meet building and energy code requirements for i slab -on -grade construction. (IRC R403.3.1, R403.3.2 and 2004 WSEC) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. Z ;= Z W 2 0 JU UO UD J � �U- WO LLQ Co V F - W Z O R W 2� U o CJ) D �- WW F- LLo ..Z W U= Z a..nw »:rn+Ww+ww.*KUrrz awn. ttw.rHw� . i� . Fire Department Review Memo Date: December 29, 2005 Project Name: Singh Residence Permit #: D05- 409 Plan Reviewer: Alan Metzler 1. Provide site plan including hydrant location 2. Provide water availability statement. ft z i� W u� D JU UO CO 0 J ~ CO U; W O 9 - LL < CO :. S W Z� 1-- z F- W 2 5 U o` O CO O I- W 2 z U CO O z v i 1908 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director November 22, 2005 Gary Singh 4224 S 148 St Tukwila, WA 98168 RE: Letter of Incomplete Application # I Development Permit Application D05 -409 Singh Residence — 4614 S 148 St Dear Mr. Singh: This letter is to inform you that your application received at the City of Tukwila Permit Center on November 15, 2005 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department(s) need to be addressed: Planning Department: Brandon Miles, at 206 431 -3684, if you have any questions concerning the attached memo. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions mast be made in person and will not be accented through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, arshall Permit Technician Enclosures File: Permit D05409 P:Vennifer \Incomplete Letters\D05409 Incomplete Ur #I.DOC Z W JU U U co W J f— DLL W O LL Q U� Z �W Z� F— O Z t— 5 U� O c 0 1.— Uj W u- O. .Z. W U Co . H F, O Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 a Fax: 206 - 431 -3665 PLANNING DIVISION COMMENTS DATE: November 21, 2005 CONTACT: Gary Singh RE: D05 -409 z "Q z . W; 2 u� D J U UO U 0: W= J f": !JA U. W O LL. Q N _ c% �W Z H F-. O. z I- W D 0, Off. 0 F- W Lu LL. O. LLI z U O ~` z f l PLANNING DIVISION COMMENTS DATE: November 21, 2005 CONTACT: Gary Singh RE: D05 -409 z "Q z . W; 2 u� D J U UO U 0: W= J f": !JA U. W O LL. Q N _ c% �W Z H F-. O. z I- W D 0, Off. 0 F- W Lu LL. O. LLI z U O ~` z ."PERMIT COORp COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 - 409 PROJECT NAME SINGH RESIDENCE Response to Incomplete Letter # Revision # After Permit Issued SITE ADDRESS: 4614 S 1 48 ST Original Plan Submittal X Response to Correction Letter # 1 DEPARTMEN 0 B kiingMEn Public Works ❑ tri l AW Fire Prevention Structural ❑ DATE: 01 -25 -06 Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete ❑ Incomplete ❑ Comments: DUE DATE: 01-26-06 Not Applicable ❑ 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 ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documentstrouting slip.doc 2.2"2 DUE DATE: 02-23 -06 Not Approved (attach comments) ❑ z �w _j U UO 0) o C0 S2 LL w L L = a y ._ w z ' HO z F- LLJ5 U C0 0H_ w LL' O ui z U= H� O Z ?ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -409 PROJECT NAME SINGH RESIDENCE SITE ADDRESS: 4614 S 148 ST DATE: 12 -28 -05 Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: �'17�0�0 -& _ j_p� B Fire Prevention Plannin g Division P blic Works Structural ❑ Permit Coordinator ❑ qb DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 0 -06 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: aldgg Fire Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc : -to-ut 7. .. :: s.� r.itia, u;i wfµo:Y.:•lw.ri ..;i .u;r,,:�m;t.�t,,- r 'w:;;:'e:r „r✓.wt:.;r:svv.yad..:,,• mt:.,:. w'.; s4ui. tE.: �s., h�..!.. w:, rt' ih i,: wa', uxi,;: a:.:iaYdaM,1...ti:,r:;:i.,� - a k, s ;�1 ,,.vh:n.Cur'.;.�:.nu,:slun:Y at.: DUE DATE: 1 2-29-05 z �z �w QQ JU UO NO J = H U. w U_? Oa =w F- O W �5 U� ON o� w U_P U _ O .z W U - O z 1�n rr r�oor� vow( PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -409 PROJECT NAME SINGH RESIDE DATE 11 -15 -05 SITE ADDRESS: 4614 S 148 ST X Original Plan Submitta Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued mrn• nrurLrre- Building Division ❑� Public Works III n�1 11 -Iq 1. Fire Prevention Structural ❑ PIPnrSing Division Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete ❑ Incomplete ❑� Comments: DUE DATE: 1 1-1 7 - 05 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: 12;Z4OS' LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 12-1 -05 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents rouling slip.doc 2 -28 -02 i':. :;5. ,, :i`i..a' <:. ,, ^A�. �. sir:', aA. l'„ roi=>. i;' .+t:iL.;itJi:.uU.�:.;A.i:F' ?::1 Sv •I. ::.iLp + ^t.t:Y,.0 • ;i;..:a'.rr�� a. :;' ii..., a y 1 ?..1�. N rn..il:..te4t� z �w QQ JU U rn � J = H �LL w LLQ = �w z F- Zo w w U� ON OH w F- P u. O z W U= O z City of Tukwila Steven M. Mallet, 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: h ttp : / /titwtiv.ci.ttrinvila.iva.its REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the ntail, far, etc. Date: 22 Plan Check/Permit Number: D05 -409 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 RECEIVED Revision # after Permit is Issued CITY OF TUKWILA ❑ Revision requested by a City Building Inspector or Plans Examiner JAN 2 5 2006 Project Name Singh Residence PERMIT CENTER Project Address 4614 S 148 St Contact Person: Gary Singh Phone Number: Summary of Revision: Sheet Number(s): S 2 q CP5.4 • - - lam Z- "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on z } Z W QQ JU U 0 W� U) LL W O LL Q CO :D = �. W z _ F- F- O w �5 U CO o F— WW F- u' O (Li z UN F_ O� z pplications forms- applications on line evision submittal Created: 8 -13 -2004 Revised: City of Tukwila o Department of Community Development -J 0 vJ 0 6300 Southcenter Boulevard, Suite #100 N 2 Tukwila, Washington 98188 Phone: 206431 -3670 ' 190B Fax: 206 -431 -3665 8 Web site: http: / /www.ci.tukwila.wa.its Steven M. Mallet, Mayor Steve Lancaster, Director ;tit • 4 i RE!�ISION SYJBMITTAL t Revision: submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: '�i U `� Plan Check/Permit Number: ❑ Response to Incomplete Letter # El Response to Correction Letter # RECEIVED CITY OF T'UKWILA ❑ Revision # after Permit is Issued ULU 2 8 2005 ❑ Revision requested by a City Building Inspector or Plans Examiner PERMIT CENTER, Project Name: 4�A O W P6;7 l a�NG( Project Address: Contact Person: �',(L`( �l N ( Phone Number: Summary of Revision: ��1� 1 TY�1, P� i� n►'L1k f- � =Yy1�� Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: �f Entered in Permits Plus on app ications forms -app ications on lineVrevision submittal Created: 8 -13 -2004 Revised: Z 2Z '~ W u� D JU UO 0 C0 w W= F.. LL wO La �. w z I— E- O w �5 UC3 O Cf) o� wW IL O. w Z U= O Z D ��wY, CITY OF TUKWILA Community Development Department Permit Center R / 6300 5outhcenter Blvd., Suite 100 101 JTukwila, WA 98188 Permit Center /Buildi Division: 206.431 -3610 Public Works Department: 206- 433 -0179 Planning Division: 206431-3670 � OF TOKwi� CERTIFICATE OF WATER AVAILABILITY JAN 2 5 20 06 Required only if outside City of Tukwila water district pEFiMIT �. PERMIT NO.: L I mn�+ :.(.,_ �' .9,ex+y �t....r, �.q ^•r^^. n: �lr", • ,.n', ��sp 'N^'"�;tf !',T "C'y �0. '« ".t`.t��15,'.5^. ^ >• ��, '�. •u.. 't., ;f:!;. i ,ktt.a�', r4' r 5�k�"; i��a 'q'� "d { ✓t'. ,r. /���� ` I � � 1 � i a . 1 � � , , y • ..(� •;j "i n ,4. : .,at...r� (C:y,`: �r�� � ;'s+t "+ �t ' +'V- p -.:ry • «� „��'� l.. I. ++a �I 'S Y r .,.. "` r; l .t r' 'i, t�1��... c•..a, �y�'.�,l1.�.a� .�) <ySSa.i, l3in.,J;•.`�.,• ..i . i,:.!„�„u %�`.•. ,.p, ..�,v.r,+.��; J::+.��, , 4 c +.� ".. ,'�' x nL,�r ( �:n�, 4:4M ^, 7� l,, t?. I[•'•S1t l•Atkhs.711'a�:w, L ��., i� „� ^ t..1t7•.:•t,�':, .•:i��+,•4�i�� .r� n. }� u�'i�t�'•��tA.7i . t� ✓�s�. +�.�� i(. �. Site address (attach map and,legal description showing hydrant location and size of main): ease , 1 4kactt se Vj Q'rec a-!J e 61 H ..4 .,., t-tP - W4aw U nc_.4 to Name 0 ra 1C b1 P S 1 A/ 11 Name: Address: r 1. ,� dress CZ 6 Phone: - 7_©(�,_Z 1 l'A (36 Phone: This certificate Is for the purposes of: ❑ Residential Building Permit ❑ Preliminary Plat L?� Short Subdivision ❑ Commercial /Industrial Building Permit ' ❑ Rezone ❑ Other 1 /t4A v Estimated number of service connections and water meter size($): �4 3 Vehicular distance from nearest hydrant to the closest point of structure is 7- ft, Area is served by (Water Utility District): W�f- 0_{ 115 (6►l may. 0 gont Signa ure Date 1. The proposed project is within i at ��u`Q (City /County) 2. ❑'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 room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of A gpn at 20 psi residual for a duration of 2 hours at a velocity of t0 fps as documented by the attached calculations. 5. Water availability: Acceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. Cj System is not capable of providing se rvice to this project. v O R R E C T I 0 N LTR# I hereby certify that the above information is true and correct LOA ca w o CAS"' l2< Agen / hone B y Date 2,06 —ZY-'F 7 This certificate is not valid without Water District No. 125's attachment entitled "Attachment to Certificate of Water Availability." yi' WI I " Rwn :,ift�en +�.— ...arr+tllTUY:Y`w. (l Z �W UO 0 CO t-- CO W WO J U. � =W Z� H O Z l— LU5 U� O� o1-- W W I— F- ti O .Z W CO O Z Look Up a Contractor, Electrician or Plumber License Detail 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 SIDHUH1980NO Licensee Name SIDHU HOMES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602228341 Ind. Ins. Account Id Business Type CORPORATION Address 1 4224 S 148TH ST Address 2 Cancel City TUKWILA County KING State WA Zip 98118 Phone 2062441900 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/20/2002 Expiration Date 8/30/2006 Suspend Date #2 Separation Date SF7678 Parent Company Cancelled Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date SINGH, GURDIP PRESIDENT 08/20/2002 Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date Until #2 CBIC SF7678 09/01/2004 Cancelled $12,000.00 08/30/2004 Until #I CBIC SF7678 09/01/2004 Cancelled $12,000.00 08/30/2004 Page 1 of 2 Z �W QQ� JU 0 UO co J = H NW W } O �J N = W H Z f.. i— O Z E- W �p O C. oJ.- W F- u. O. W Z U C0 H3: O Z 1 r, • • I II• #4 x 1211 REBAR DRIVEN WO %2" DIA, BY 4 DEEP MOLE IN EKiSr'C, WALL Cb 24" 0. C, W1'�H r Jon 24 2006 l l I SEAM 11h1 1 1 an 0011 i en Ltd. 6045902870 p. j 1 I I I Y 1 1 I I I I 14 . , r i/ 0 (1 MJ / I I \ I \ Ll k, p ! I 1 711NMOMI�YIt 'A6.1�.•JL�hr�eM►•''... i..vt �,.•. t•!h�'' .. K. / •...4�.,ti ., .. .... •r • . •.r I' :L *".Y FNGINbkkIK'# 1 c: Pll, :.K.S ' +,S%f I I'S 1ZIn. . .:OL46 j0 :d11•Y4 F+2 O 40 . O 0 O • • . • r 4 0 �Il '� R. �2 " THICK CON TI N uOUS RIG WSULArION AROUND PERIMETER FTGS 1 ,n•4 12 ........ _ , 1 X4 STRAPOIN0 SUILOINO PAPER. TRUSSES AS PER kNC. :1 y /A" DRYWALL S `, i i Mlt, PO M -40 I INSUI.A7ION 'r Me —4 - t AL �^ ' . IX IX I ' f I .1 !JN B� SCALE_,`4„ V A� V I SLI -:0 � rr ,o 1 A >Qi N (J 1 n Y 0 ..•1 T. G c Iv � TV. IN C I�; G'G F-T W nv t� t; =• 1%1� a., �; Oti' '/2" PLYWOOD OVER 2x4 RAFTFERS A r l2 t, 0. C. -- '--��' EXISTING - H USE • w T r0 w rt L� 1 r srL:Ys '!'1 w pp 1 G ON 7 2x 4 t r II RIDGE �� 11 *SMOKE ALARM .B,9X,f l ! 1 4,.w 2'•2 5' 1 i T zv � I +:',•iP.71r.>Ot!Q• 71x1: VS7AraYttl. M1WIIM'l tsat+ ww.••'. w,N,,,,ptiw,,r'••.rw._••r .•...•...•• - _rww. .... I � Y I � IC _ •_ _{ I \ \ I / y / _ I / I I ------------------- - - - - I I or 7 M.@ATH L� Ah FAN a s w - a A ASS' 1RC R807.1. Attics that exCeed 30 $4. A. and have A vertical height of 30" or greater must be Provided with minimum access openings of not ka than 22' x 30 ". The attic aceess shall be locaredia a hallway or other readily 40=uible location with a 30" minimum un°btweted 1'oom in the attic space above the access eeee:r- I t,_ , I I � I I $00 I t:•CI.•:736 LOT #! I 44 *. 14"0.17 ;W!Nr.1CN: ' I "KwnA l4'A3r1NGr0%- j ,,SIN FLOM& 290.7 I I "' POOR- 306.6 I vw•..r.• L _ A 6 OR, - 297.'4 !OF* Or PLATC- 3. 7.7 I I I �• e: �tiv.•� f I 7it1VCWAY 1,� .I C�uY1ill titV wucx'r Ki Q M cD N Y„• r _ _ _ __r_d 20.00 p,� I =8th 5TRFET f t �'s %-- y :501 PLAN c. d 7 N 46 ry 0 O A N -- O t� J r• r 0 v e N 3 r a en O A to O O N m -4 m SHEAR WALL QD FLOOR DIAPHRAGM NAILI ?F-R MOTE N9 Zx 10 13LKG IN FACH JOIST SPACE AT 5W'S V 4- H--� SIMPSON A35' @ 32" 4. c. 'J I Vs TO 13LKG. 4 rOP PLATES SHEAR WALL QQ ' SEE REMOVE SIDING r, '+ I SECTION W = I -o 5iMP50ij PAHD42 MA IAI .5lORYS HEAR WALL PLAA/ LATERAL FORCE NOTES SHEAR WALL CONSTRUCTION N - 1 SHEATH SHEAR WALL W /1/2' GWB, ONE FACE, UNBLOCKED, W /5d WALLBOARD NAILS AT 7 O.C. AT ALL STUDS, TOP X BOTTOM PLATES. N - 2 SHEATH SHEAR WALL W /15/32" COX PLYWO OR 7/16" OSB, ONE FACE, BLOCKED, W /8d NAILS AT 6" O.C. OR 15 GA. X 1 1/2 STAPLES AT 6 O.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND 12 O.C. IN FIELD OF PANEL. N_3 SHEATH SHEAR WALL W /1/2" GWB, BOTH FACES, UNBLOCKED, W /5d WALLBOARD NAILS AT 7" O.C. AT ALL STUDS, TOP X BOTTOM PLATES. N - 4 -- _ SHEATH SHEAR WALL W/15/32 COX PLYWO OR 7 /16 - OSB, ONE FACE, BLOCKED, W /8d NAILS AT 6" O.C. OR 15 GA. X 1 1/2" STAPLES AT A O.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND 12" O.C. IN FIELD OF PANEL. HOLDOWNS AND ANCHOR BOLTS RB"E FOR CODECOMPLIANCE JAN 312406 - City Of Tuln & BUriDW nwRON RE CRY OF TUKfflLA NO V 15 20 :-) PERRY CENTER N_5 USE SIMPSON LSTA24 STRAP TIE EACH SIDE OF SHEAR PANEL W 118 -10d 'q NAILS IN TRIM STUDS ABOVE FLOOR AND IN RIM JOIST OR BEAN � (18 -10d TOTAL). ?1_6 -- USE SIMPSON PAH042 HOLDOW4, EACH SIDE OF SHEAR PANEL W/16 -16d DENNEY ENGINEERIidG, INC. 01 NAILS IN DOUBLE TRIM STUDS AND IN RIM JOIST (16 -16d TOTAL). 33809191" Ave SG N -7 INSTALL 5/8' DIA. X 10 ANCHOR BOLTS W /7 MINIMUM EMBEDMENT AT Au bwo, WA 99M 6'- 0 MAXIMUM O.C. INSTALL WITH SIMPSON BP 5/8 -2 BEARING Phone & Fax (253)939 -1373 PLATE WASHER. WASHER DIMENSIONS 2 X 2 X 3/16% HORIZONTAL DIAPHRAGMS N - 8 ROOF DIAPHRAGM USE 15/32 COX PW OR 7116" OSS. UNBLOCKEO. W18d NAILS AT 6 O.C. OR 15 GA. X 2 112" STAPLES AT 6 O.C. AT PANE-L EDGES AND DIAPHRAGM BOUNDARIES, AND 12 O.C. IN FIELD. 119 FLOOR DIAPHRAGM USE 3/4 T & G PLYWOOD, W46LOCKED, W /10d NAILS AT 6 O.C. AT PANEL EDGES AND 10 O.C. IN FIELD. GLUE WITH OAP 4000 GLUE WITH (2) -1/4` DIA. 3EAOS AT PANEL EDGES AND (1) -1/4 DIA. X 12 BEAD AT 24 O.C. IN FIELD. ti Eamon R. Oomer P1w Pros. Sbuclura! Erq�eering Se�viots PROPOMD jFX7FA1510U M . GURDIP 51A16H GAT •l 4 6d * 50.149 - j �Sf, 111wi a, MIA See": A-4- Af rgo �.: ft�Nr ama_ // 7 /O5' I mmm L A TERA L FORCE IAI FORMA rIOM j� 0 6 f# a JA SECTION 51MPSON LSTA9 ONE SIDE @ 16" O. c. ( - fYP. ) EXIST HOUSE� (I PPER .5TORY 514EA rZ WALL PLA 1I - " s SHEAR WALL SCHEDULE %H SHEATHING F - 1NCN BLS, FASTENERS SOLE NO-fES MK. SHTG US 5H TG #T"XN5. RA�T'� 6to NAILS 5TAPLE5 MAIL I.B PLY- O58 GW8 PLY- OSB C�WB 1D PANEL EDGES SIZE SPCG SPC G AGE @ AND 5 PC.'G SAC SPCG GEM- HOL 16d ERAL p01i1 aNCH BOLTS W. IN. 11;1. IN. Im. IN. YE N O F _ IN J! a:tD LU!JGTH I= IN. XE5 !N. IU FIEL Im. 1N. A 55 -- — I 8 _7f 2 1 %[ Sd Co 1 2 'l'�x!'/�2 6 12 1 (0 N2 — — So !$ /2 7 rf%o _ 8d 1 2 d: x1� 4 12 loo N2 N5 -- B 3 ._ _ �2 yd 7 7 •-- 1(o N3 — -- 7 � 2 7 /rho 8d [2 1!� 12 16 N2 — .._ 1 2 ?ifs S� L(�o r2 l fi *Y' t2 8 N4- -- M7 2 ' i 7 � Sd 12 i5. 12 1& m?. -- N7 o t 2 �/1'� ed !2 - 1" 6 12 12 N2 1V& N7 2 Y 3 2 8d t2 ISx W7 LATERAL FORCE NOTES SHEAR WALL CONSTRUCTION N - 1 SHEATH SHEAR WALL W /1/2' GWB, ONE FACE, UNBLOCKED, W /5d WALLBOARD NAILS AT 7 O.C. AT ALL STUDS, TOP X BOTTOM PLATES. N - 2 SHEATH SHEAR WALL W /15/32" COX PLYWO OR 7/16" OSB, ONE FACE, BLOCKED, W /8d NAILS AT 6" O.C. OR 15 GA. X 1 1/2 STAPLES AT 6 O.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND 12 O.C. IN FIELD OF PANEL. N_3 SHEATH SHEAR WALL W /1/2" GWB, BOTH FACES, UNBLOCKED, W /5d WALLBOARD NAILS AT 7" O.C. AT ALL STUDS, TOP X BOTTOM PLATES. N - 4 -- _ SHEATH SHEAR WALL W/15/32 COX PLYWO OR 7 /16 - OSB, ONE FACE, BLOCKED, W /8d NAILS AT 6" O.C. OR 15 GA. X 1 1/2" STAPLES AT A O.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND 12" O.C. IN FIELD OF PANEL. HOLDOWNS AND ANCHOR BOLTS RB"E FOR CODECOMPLIANCE JAN 312406 - City Of Tuln & BUriDW nwRON RE CRY OF TUKfflLA NO V 15 20 :-) PERRY CENTER N_5 USE SIMPSON LSTA24 STRAP TIE EACH SIDE OF SHEAR PANEL W 118 -10d 'q NAILS IN TRIM STUDS ABOVE FLOOR AND IN RIM JOIST OR BEAN � (18 -10d TOTAL). ?1_6 -- USE SIMPSON PAH042 HOLDOW4, EACH SIDE OF SHEAR PANEL W/16 -16d DENNEY ENGINEERIidG, INC. 01 NAILS IN DOUBLE TRIM STUDS AND IN RIM JOIST (16 -16d TOTAL). 33809191" Ave SG N -7 INSTALL 5/8' DIA. X 10 ANCHOR BOLTS W /7 MINIMUM EMBEDMENT AT Au bwo, WA 99M 6'- 0 MAXIMUM O.C. INSTALL WITH SIMPSON BP 5/8 -2 BEARING Phone & Fax (253)939 -1373 PLATE WASHER. WASHER DIMENSIONS 2 X 2 X 3/16% HORIZONTAL DIAPHRAGMS N - 8 ROOF DIAPHRAGM USE 15/32 COX PW OR 7116" OSS. UNBLOCKEO. W18d NAILS AT 6 O.C. OR 15 GA. X 2 112" STAPLES AT 6 O.C. AT PANE-L EDGES AND DIAPHRAGM BOUNDARIES, AND 12 O.C. IN FIELD. 119 FLOOR DIAPHRAGM USE 3/4 T & G PLYWOOD, W46LOCKED, W /10d NAILS AT 6 O.C. AT PANEL EDGES AND 10 O.C. IN FIELD. GLUE WITH OAP 4000 GLUE WITH (2) -1/4` DIA. 3EAOS AT PANEL EDGES AND (1) -1/4 DIA. X 12 BEAD AT 24 O.C. IN FIELD. ti Eamon R. Oomer P1w Pros. Sbuclura! Erq�eering Se�viots PROPOMD jFX7FA1510U M . GURDIP 51A16H GAT •l 4 6d * 50.149 - j �Sf, 111wi a, MIA See": A-4- Af rgo �.: ft�Nr ama_ // 7 /O5' I mmm L A TERA L FORCE IAI FORMA rIOM j� 0 6 f# a JA SECTION 51MPSON LSTA9 ONE SIDE @ 16" O. c. ( - fYP. ) EXIST HOUSE� (I PPER .5TORY 514EA rZ WALL PLA 1I - " s r 301.1 A 7 wb • s 12 REVISION 1"X6' DOOR TRIM I I 1 CORNER TRIM EXISTING HOUSE COJ ASPHALT SHINGLES 1 2 dim 1 WINDOW TRIM - ,ASP SHINGLE WOOD SIDING WITH CORNER TRIM a � i i : ; .8 P ROP OSE D EXTENSION �' FRONT ELEVATION REAR ELEVATION TO BY I DATE `rP.EL.:298.7 - — E.EL.:29G.4 PROPOSED EXTENSION P.EL.:298.1 -.------------------- ------------- ._.._ - - - - -- E_EL.:296 RIGHT ELEVATION LEFT ELEVATION TRLE PROPOSED EXTENSION FOR MR. GURDIP SINGH LOT #11, 46 f 4 SOUTH 1 48 STREET 1I TUKWILA, WASHINGTON • i 298.6 EXISTING HOUSE Hg 1/4 I' OATE E 1 1 0/ 1 2/05 2 44 -19 DDS W b1 DRAWING NO DD05- 3321 -ft \Ii a p�eon vm K3 '` JAN 31 t ...3 � m Of Tukw.la 1 ai OT&Fifi�a.J� FERMT CENg ER S -� I it 'A r F EL_:2% ;.3 PR OPOSED EXTENSION F ----------- - - ---I General Specifications 1. The Contractor or the Owner shall verify all dimensions, materials and conditions shown on the structural drawings or noted in the structural specifications. Any variances within the structural drawings and specifications, or from conditions encountered at the job site, shall be resolved by the Contractor and Owner and such solution shall be their sole responsibility. 2. The Contractor and the Owner shall ensure that the construction complies with all federal, state, and local statutes and regulations. 3. The Contractor or Owner shall install all materials, equipment and components etc. in accordance with the manufacturer's instructions and accepted methods of good building pactice. 4. The designer shall not be responsible for site conditions such as soil bearing capacity, depths of frost lines or water tables, or buried structures, etc. The purchaser of these plans shall be responsible of these plans & shall be responsible for the correct siting on the house of the property and for confirming with all requirements for siting. We do not guarantee that a house pion will fit a particular property unless we receive in advance of the plans purchased, a legal survey plan of the property and a copy of the applicable zoaning by —laws stating the required setbacks from all property lines, and unless we undertake in writing that the house will conform to the siting regulations of the by —laws for the particular parcel of land. 5. Construction loads on the structure caused by interim storage of materials or use of equipment shall not exceed the design loadings. 6. The designer shall not be responsible for any departure from the drawings and specifications authorized by any official during the course of construction. Dimensions shall in ail cases take precedence to scale. Structural Specifications I . Concrete r a) General: all concrete to be minimum 2000 p.s.l. Strength at 28 days i unless otherwise specified. b) Wolfs: grades shown on side elevations ore arbitrary. Owner or builder to adjust height of concrete walls to suit grade and adjust thickness of walls to conform to the height if required. Retaining walls other than the i foundation walls of the residence are beyond the scope of these drawings. c) Footings: concrete footings must be placed on undisturbed or compacted soil at on elevation below the frost line. It shall be the responsibility of the owner or 5uilder to have the footings redesigned to j suit existing conditions. d) Retaining walls: bockfill shall not be placed against basement retaining walls until: i) Concrete or masonry grout has reached its 7 CSO� strength ii) And, the structural floor framing (incl. Plywood subfloor) required to stabilize the walls is complete and fully nailed and anchored. e) Reinforcement shall be placed according to good building practice and adequately supported by concrete, metal, or other approved chairs, spacers or ties and secured against movement doiring pouring concrete. Tack welding is not permitted. I l 2. Framing o) This plan is designed for p - _5ps f Snow load and a 10 p.s.f. Dead load. it shall be the responsibility of the owner or builder to deterr►ine the snow load in the area in wnich the residence is being built and make adjustments in the size of the structural members to compensate for additional loading, top the satisfaction of local building authorities. b) The design of members used for structural purposes has been based on No. 2 or better Hem Fir os shown in the "Span Tables for Wood Joist Rafters and Beams" in the most recent edition of the f J4Cr ui!ding Co -de. The use of different species of wood must conform to the some iob!es. c) All lirite:s to be 2 - 2 "00" unless noted otherwise. Aii load bearing beams and lintels shall hove 3 %" minimum bearing. d) All concrete to wood contacts shall be domproofed with 6ml polyethylene or 45 lb. Tar saturated felt or pressure treated wood. e) Flosh over 3i& exte: for openings. f; Coul un der exterior doors and both sides of chimney. + ! s f 41 -..MA F______1 I I I L - - -J I I I I I l I I I I I ! I 1 ! l I 1 l 1 L - - - - --1 i----- - - - - -- I I I I I I I ! I ! EXISTING HOUSE I I i ! I I -I I f r I I I I I I I I I I I l L----------------------- - - - - -- TOP FLOOR SCALE:1 /4 - TOP FLOOR AREA = 949 SOFT. OPEN AREA = 63 SO '% NET TOP FL. AREA = k%8 • TITLE PROPOSED EXTENSION FOR MR. GURDIP SINGH LOT # 1, 4614 S.148 ST. TUKWILA. WASHINGTON DWW. Ho SCALE: 1/4' -1' DATE 10/12/05 CHK0- PHONE (206) 244 -1900 DRAWING NO. DD05 — 3321 — P2 t� � 'i RECE: ,FD CUPYOF Ti: OLA ; PUM ENTER i i /J r • D Structural specs. continued 3. Plumbing & Electrical All materials, equipment and methods of installation shall be in accordance with the conditions as provided for in the International Building Code, and applicable state or local codes. When the owner's property is not located on a municipal sewer system, the owner or contractor shall be responsible for the submission of plans to the Building Dept. for approval of a septic tank and droin field in accordance with current local requirements. 4. Heating a) All hot air ducts to be overhead in attic, unless specified otherwise. b) Cold air return registers to be located and installed for maximum efficiency by qualified heating contractor. 5. Roof ing a) Roofing materials to comply with the applicable section of the International Building Code. 6. Windows a) All sash must be approved by local authorities — vinyl and slide openings unless otherwise indicated. 7. Site pion a) Customer or builder to provide property elevations at points marked before applying for mortgage or building permit. b) Customer to provide north arrow on blank composs rose provided at site plan. 8. Miscellaneous a) Base moulding at all floor and wall junctions where required b) Provide drop ceiling over 5' tub and shower, grab bar, shower curtain rod, towel bar, and tissue holder (provide backing) c) Floor finishes bathroom vanities, bath splash, and kitchen cabinets to specifications of owner or builder. d) Approved locking medicine cabinet to be installable in at least one bathroom. I f 'r i Foundation Notes: 1. Install %" diameter Simpson SSTB16 anchor bolt ,Where shown for Simpson HD2A hold —down cY Ej, above. (install per manufacturer's specifications) General Notes here "S�y" is noted QV ywoo ° or 34,, OSB} sh c ntrgtor) both sigles l 8 common i viis, 3" AL ai all st silotes & hod —down tvd s & locoti plans: Tryst •11 %" CDX thing �(verif�, wit sheArwall X (S s� 1 a a L- ' Where "IBP" is noted on plans: Install %' (min.) gypsum wallboard panel 4' -0" long both sides of wall. Nail with 5d cooler nails or use 1 W" wallboard screws ® 7" o.c. (per IBC table oil studs and plates, stud spacing 24" o.c. max. Minimum insulation required to comply with the Washington State energy code is as follows: Fl oor (slab): R -30 Wall: R -21 Ceiling: R -38 _ Doors: Wood 01- Vd -nd ows: Vinyi (summit or better) Furnrce type: Gas'•* -��0 kli nimurn furnace ofue: 80% Refer to Wottsun 5.6 eneray calculation by design consultants, Inc. for verificot:on of 'these vaiues. IP 4 SCALE: 1 /4 -1' SITE COVERAGE: TOTAL LOT AREA= 7520 SOFT. ALLOWABLE SITE COVERAGE %_ ACTUAL SITE, COVERAGE= 2112 SO 113 S34t TITLE PROPOSED EXTENSION FOR MR. GURDIP SINGH LOT #11 4614 S-148 ST. TUKWILA, WASHINGTON mit. I M . . SCALE: 1 / 4 -1 DATE 10/12/0.5 cwca ROW: (206) 244 -1%* DRAWING NO. DDO15- 3321 --P3 RECEWD i II 1! i PF- WT(ENTER i El �� iV 'li I i P -AA jMA;N FLOOR AREA = 403 SO.Ff. GARAGE AREA = 620 SOFT. TOTAL MAIN FL. AREA = 102.3 SOFT. i P -AA jMA;N FLOOR AREA = 403 SO.Ff. GARAGE AREA = 620 SOFT. TOTAL MAIN FL. AREA = 102.3 SOFT. r 0 ft k i i i Note: Whole house ventilation system shall supply outdoor air to all habitable rooms through individual outdoor air inlets. Habitable space is defined as space in a structure for living, sleeping, eating or cooking. Bathrooms, toilet compartments, closets, halls, storage or utility spaces and similar areas are not considered habitable spaces. Provide not less than 4 sq. in. of free area of opening for each habitable space, Whole house ventilation requirements for 5 bedrooms shall be a minimum of 120 CFM at .25 w.g. nutone qt. 80 is 62 CFM at .25 w.g. *Use two qt. 80 nutone fans each on clock timers. Note: — Owner /builder to supply any missing dimensions required on site plan. Legal description, name of street(s), north arrow, floor and lot elevations, location of services, etc. --Ail dimensions shown on site plan to be governed and approved by all authorities having jurisdiction before satarting construction. —Grade to slope a minimum of 1% away from building for surface water run —off, builder to be responsible for any required swales. --Any retaining walls required to be built according to good practise and are entirely the responsibility of others. —All grades, elevations, and dimensions shown on site plan to be checked and verified on site by builder before excavation. G 1 .50' 12 1"_� ENGINEERED @24 O.C. BY T_O. PLATE= 317.7 5/8 DR1rwAU�•� NVSULATiON C Tc , a re? ulid I-& ANCHOR BOLTS FNYISHEG GRADE J/ STUDS 2X4 A 12 O.C. 7 0 BEDROOM #2 M.BATH CLS BEDROOM# 1 0 f ° 9 f TOP FLOOR =308.6 n ` D'P. FLOOR CONSTRUCt 2"X10' JOISTS 016 O.C. 2- 27!10• F_ 12 "r � VOCk 0184' MAX_ O.C. c'Y /a"t o OD 4 - THICK CONC SEM.6 MIL P%Y COMPACTED SAND — N GARAGE FLOOR= 298.7 �r - G 'SEC: TION Sq'..ALE.1 / 4 -1' P2 -P le I-F I OG. 2 1 6 , ---"> 50UTH 148th 5TREET 51TE PLAN 5CALE: - I' M� rj'' s DOV01 SPOUT OPJ:'I:'tGE `J M 2-!-2i! - Za -4 ROGC H �''f k� & . r- ko 1 .1 V' �- ---- 20.0 N Cn l0 IZ � ED FOR � nth } 300. 3 — 298.G L ._ J I I �t i N I t__J I I � I I I I i ! I 300. I I I� ASPHALT SH BUILDINC PAP£R _ _ J EXISTING HOUSE rjy" �►; Gale k p U) I 11 I - ALUMINUM c- uTTERS 4 0 -------------- - - 301. — — — 2�8 ap O (V ., i LOT # I P.EL.:298. E.EL.:296.. 4G 14 5. 148 5T. (EXTEN510N) TUKWILA, WA5111NGTON MAIN FLOOR= 298.7 TOP FLOOR= 308.6 AVG. BLDG. GR.= 297 -4 TOP OF PLATE= 317.7 t k R • i�s�E � P.EL.:298.7 . 3o 54%07 TYP. EXT. WALL CONSTRUCTION: - WOOD SIDING W/ CORNER TRIM /2 — B ) ff. GR P' PAPER 1 r 1/2' EXT. GRADE �YYY000 �.�:� z a xC• l it ".ev'" 2 STUDS 016 O.C- 01 1''1 .r r•,� LS /1f 6•'lr r1 i SQ A1JP iGG- R14 INSULATION. 6NIiL POLYOf Gr tL df_- • VAPOUR BARRIEP d�_ri ' 6 ' 14st . 41 115-k- , . �`` Cv DRIVEWAY / ti:,ti{a) 7r Cie. L6eS � Q�� l n `IZ' /tZ =•� �' ! �wrs•s� r W Q VT05 `U l.C1REGA:E y��/ FlNI f i2AMI O CODE �1r' .� C:� '�^ �» QieLv , b 1 GO►tCi :E �,ic �' lk - NNSi.3LAT r - VAPOUR BARRIER - DRYWALL {�... iii t� •• '� (y ;� , 777 7 i F98SHED GRADE 31 • j f 6 'AA TITLE PROPOSED EXTENSION FOR MR. GURDIP SINGH LOT # 1, 4614 S.148 ST. TUKWILA, WASHINGTON DWN: HB SCALE 1/4 DATE 10/12/05 CHNCO: PHONE: (206) 244 -1900 DRAWING NO. DD05- 3321 —P4 I REC&VEO Cfff OF rswa" %- N J f PERT CENV I ER " S_S � ED FOR � nth } 300. 3 — 298.G L ._ J I I �t i N I t__J I I � I I I I i ! I 300. I I I� ASPHALT SH BUILDINC PAP£R _ _ J EXISTING HOUSE rjy" �►; Gale k p U) I 11 I - ALUMINUM c- uTTERS 4 0 -------------- - - 301. — — — 2�8 ap O (V ., i LOT # I P.EL.:298. E.EL.:296.. 4G 14 5. 148 5T. (EXTEN510N) TUKWILA, WA5111NGTON MAIN FLOOR= 298.7 TOP FLOOR= 308.6 AVG. BLDG. GR.= 297 -4 TOP OF PLATE= 317.7 t k R • i�s�E � P.EL.:298.7 . 3o 54%07 TYP. EXT. WALL CONSTRUCTION: - WOOD SIDING W/ CORNER TRIM /2 — B ) ff. GR P' PAPER 1 r 1/2' EXT. GRADE �YYY000 �.�:� z a xC• l it ".ev'" 2 STUDS 016 O.C- 01 1''1 .r r•,� LS /1f 6•'lr r1 i SQ A1JP iGG- R14 INSULATION. 6NIiL POLYOf Gr tL df_- • VAPOUR BARRIEP d�_ri ' 6 ' 14st . 41 115-k- , . �`` Cv DRIVEWAY / ti:,ti{a) 7r Cie. L6eS � Q�� l n `IZ' /tZ =•� �' ! �wrs•s� r W Q VT05 `U l.C1REGA:E y��/ FlNI f i2AMI O CODE �1r' .� C:� '�^ �» QieLv , b 1 GO►tCi :E �,ic �' lk - NNSi.3LAT r - VAPOUR BARRIER - DRYWALL {�... iii t� •• '� (y ;� , 777 7 i F98SHED GRADE 31 • j f 6 'AA