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HomeMy WebLinkAboutPermit D04-275 - SINGH RESIDENCE - NEW HOUSESINGH RESIDENCE 4224 S 148 ST D04 -275 1L.A, w City aY `' Tukwila DEVELOPMENT PERMIT Steven M. Mullet, Mayor Department of Con:ntunity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tttkwila.wa.its Number: 0 Start Time: Volumes: Cut 40 c.y. Start Time: Parcel No.: 0040000803 Permit Number: D04 -275 Address: 4224 S 148 ST TUKW Issue Date: 09/08/2004 Suite No: Permit Expires On: 06/13/2005 Tenant: Name: SINGH RESIDENCE Address: 4224 S 148 ST, TUKWILA WA Owner: Name: SINGH GARY Phone: Address: 1464146 AV S, TUKWILA WA N Contact Person: N Name: GURDIP SINGH Phone: 206 244 -1900 Address: 4228 S 148 ST, TUKWILA WA N Contractor: N Name: SIDHU HOMES INC Phone: 206-244 -1900 Address: 1464146 AV S, TUKWILA WA N Contractor License No: SIDHUHI980NO Expiration Date: 08 /30/2006 DESCRIPTION OF WORK: N CONSTRUCTION OF A NEW 3130 SQ FT SINGLE FAMILY RESIDENCE WITH 580 SQ FT ATTACHED GARAGE AND 120 SQ FT UNCOVERED DECK. Storm Drainage: PUBLIC WORKS ACTIVITIES INCLUDE: STORM DRAINAGE, TESC, AND LAND ALTERING. VAL -VUE SEWER DIST. & WATER DIST. 125. N Value of Construction: $277,665.00 Fees Collected: $4,525.05 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N 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: Y Street Use: N Steve Lancaster, Director W1 OT W 2 Size (Inches): 0 End Time: Fill 40 c.y. End Time: Private: Public: Profit: N Non - Profit: N doc: IBC- Permit D04 -275 Printed: 02 -17 -2005 ZZ �_• Z �w QQ 2. JU U0 CO 0 W CO U. w ELQ U) D = �w Z �_0 Z �_ w U� ON 0 H w L O •Z w U= O Z i i w ►�, City o Tukwila y � ....wNY V- off' y Department of Commuttity Development -J 0 6300 Southcenter Boulevard, Suite #100 v. = Tukwila, Washington 98188 I, SIR ' °••..Y.... �.•••'' � Phone: 206 - 431 -3670 1908 Fax: 206 - 431 -3665 Web site: ci.tulnvilama.tts { Water Main Extension: N Private: 1 Water Meter: N * *continued on next page ** Steve Lancaster, Director Public: i i i doc: IBC- Permit D04 -275 Printed: 02 -17 -2005 Steven M. Mullet, Mayor Z Z W U' UO CO 0 W= J F. N u W �J LL Q N d W' Z I— O: Z I—: W 2 f: D O � WW H U L 111 Z U CO O Z Cit y 0. Tukwila Steven M. Mullet, Mayor Departnietit of Commuttity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: cOukwila.wa.us Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director DO4 -275 09/08/2004 06/13/2005 Permit Center Authorized Signature: Date: 2 J I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: ?-\ v �o Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC - Permit D04 -275 Printed: 02 -17 -2005 Z Z �W QQ � JU U U) 93 W W CO LL W O J LL Nd =w Z �. �= O. Z E-- w U� O N O I— WW tr- U- w O dZ O Z I� O 1tA, City 6. � Tukwila DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: ci.tttkwila.wa.irs Parcel No.: 0040000803 Address: 4224 S 148 ST TUKW Suite No: Tenant: Name: SINGH RESIDENCE Address: 4224 S 148 ST, TUKWILA WA Owner: Name: SINGH GARY Address: 1464146 AV S, TUKWILA WA Contact Person: International Building Code Edition: 2003 Name: GURDIP SINGH Address: 4228 S 148 ST, TUKWILA WA Contractor: Name: SIDHU HOMES INC Address: 1464146 AV S, TUKWILA WA Contractor License No: SIDHUHI980NO Phone: Steven M. Mullet, Mayor Steve Lancaster, Director D04 -275 09/08/2004 03/07/2005 Phone: 206 244 -1900 Phone: 206 - 244 -1900 Expiration Date: 08 /30/2006 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 3130 SQ FT SINGLE FAMILY RESIDENCE WITH 580 SQ FT ATTACHED GARAGE AND 120 SQ FT UNCOVERED DECK. E PUBLIC WORKS ACTIVITIES INCLUDE: STORM DRAINAGE, TESC, AND LAND ALTERING. VAL -VUE SEWER DIST. & WATER DIST. 125. i ' Value of Construction: $277,665.00 Fees Collected: $4,525.05 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 40 c.y. Fill 40 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non - Profit: N doc: IBC - Permit D04 -275 Printed: 09 -08 -2004 Z W � D 00 Co 0 J Llu U) U. w 9_j L¢ Nd =w Z F. �_O w 25 U 13 co � tr w H U' UO .. Z W _. O Z City Tukwila o Department of Community Development -� 0 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 08 Fax: 206 -431 -3665 19 Web site: ci.tukwila.wa.us Water Main Extension: N Private: Water Meter: N * *continued on next page ** Steven M. Mullet, Mayor Steve Lancaster, Director Public: ioc: IBC - Permit D04 -275 Printed: 09-08-200T — z U O. CO) 0 LU J �. N I., w O }r J LL Q: CO �w r = z P'. E- O z f-. D0 U �O CO w W !6 O. .. Z w to O F" z City a. Tukwila Steven M. Mullet, Mayor Department of Commute ty Development Steve Lancaster Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: dtukwilamams Permit Number D04 -275 Issue Date: 09/08/2004 Permit Expires On: 03/07/2005 Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: v � Date: Print Name: 13 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC - Permit D04 -275 Printed: 09 -08 -2004 Z Z �W QQ JU U ND w= J � O W L L ND = W ZZ H- O Z i- w U ON 0 I-- WW LL O. W Z U= ~O �"- Z ' nnrr N City of Tukwila 1 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0040000803 Permit Number: D04-275 Address: 4224 S 148 ST TUIKW Status: ISSUED Suite No: Applied Date: 08/02/2004 Tenant: SINGH RESIDENCE Issue Date: 09/08/2004 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 (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: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 7: 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. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: All wood to remain in placed concrete shall be treated wood. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 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. doc: Conditions D04 -275 Printed: 02 -17 -2005 Z z �w 00 N C0 W J C/) L W U_a �D = �W ?H I— O Z~ �5 U� 0 � � F— WW ILL O w Z co O Z Cit y of Tukwila f9C8 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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 Z distance of 4- inches shall be maintained above the controls with the strapping. z ,� 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of �w 2 Public Health - Seattle and King County (206/296- 4932). 0 0 16: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department U) w 1 of Labor and Industries (206/248- 6630). H CO LL w O 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila U. shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the 0 cy Building Official from requiring the correction of errors in the construction documents and other data. w Z 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** �- 0 Z t_ w 19 Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and o completion of work at least 24 hours in advance. v ON 20: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be w F- underground. v 21: Any material spilled onto any street shall be cleaned up immediately. Z w 22: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. Z 23: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 24: The Land Altering Permit Fee is based upon an estimated 40 cubic yards of cut and 40 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 25: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 26: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 27: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, with a minimum 1% slope for gravity discharge. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. * *continued on next page ** doc: Conditions D04 -275 Printed: 02 -17 -2005 .li.. .+. `;ai.: .t.w++l h..b. ".W 7:."....iJ a. rr;, e. r-/ d. M :.s..Vt,'.41:i..i:ni+'nw',.tiP3• '{ c ., L?' E:+ IN. iS�tul.; tlistw�i .�i. +�e:3'tr.$+t�S+taILA. uu,i. uY;; �cy� +fiSuS+�iS+TiiLii:w- ..kk..MM,,.. ':S.fSi:.futp%iw&JrAA City of Tukwila 190 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: Date: 1 I r �q e T i Z Z u� D . UO Co 0 J = H cn L W O cl)d =w I— O Z I— W LU U� O -, a I--: uJ W . �U LL O W Z U =: O H Z i Printed: 02 -17 -2005 doc: Conditions D04 -275 ti ' � � Ci ty :�- of Tukwila 1.906 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0040000803 Permit Number: D04-275 Address: 4224 S 148 ST TUKW Status: ISSUED Suite No: Applied Date: 08/02/2004 Tenant: SINGH RESIDENCE Issue Date: 09/08/2004 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 (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: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 7: 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. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: All wood to remain in placed concrete shall be treated wood. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 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. doc: Conditions D04 -275 Printed: 09 -08 -2004 Z J_z �W 2 D JU 00 M co LLJ J � U_ WO J tiQ N ❑ �d �W �- O Z i-- LLI U O� ❑ F- WW LL O Z co O Z �.. -� City of Tul�wlla Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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 Z distance of 4- inches shall be maintained above the controls with the strapping. z �w 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932), 00 0 16: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department w = of Labor and Industries (206/248- 6630). J r~ CO W w O 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila U_ shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the co a Building Official from requiring the correction of errors in the construction documents and other data. _ Z 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** �_ O Z F- w 19: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and ? o completion of work at least 24 hours in advance. v co O -- 20: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be W H underground. U 21: Any material spilled onto any street shall be cleaned up immediately. O Z ui co v = 22: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation O off -site or into existing drainage facilities. Z 23: The site shall have permanent erosion control measures in place as soon as possible after final grading has been j completed and prior to the Final Inspection. 24: The Land Altering Permit Fee is based upon an estimated 40 cubic yards of cut and 40 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the 1=lnal quantity and pay the difference in permit fee prior to the Final Inspection. 25: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 26: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 27: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, with a minimum 1% slope for gravity discharge. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. * *continued on next page ** doc: Conditions D04 -275 Printed: 09 -08 -2004 roe Cit s �-� of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 } I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. a Signature: Date: Print Name: _ _� U1��1 i 1 IL 1� ' Or P 0 doc: Conditions D04 -275 Printed: 09 -08 -2004 Z Z' � UO CO 0 CO J i~ N LL . W O. LLQ Z }.. w z �. Z0 W �o 0 o� 3: f^ �: LL O .. Z UN H O 2 CITY OF TUKWILA` Community Development Department o Public Works Department N _ Permit Center rsoe 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Project No. use SITE LOCATION 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 ** 1 4 King Co Assessor's Tax No.: DO ���� ��D 3 Site Address: �7 o S' • Suite Number: -- Floor: Tenant Name: LD 1t` 02 New Tenant: ❑ .... Yes ❑ ..No Property Owners N i ,t 11,16 1-1 Mailing Address: City State Zip CONTACT PERSON Name: (. eo l y "✓G Day Telephone: Z04- Z- 1/ y­/700 _ Mailing Address: � 2� �' ��1 g - �t City State Zip E -Mail Address: Fax Number: ZO L - 3 8 1%8 GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) S►DHU -" of-t :-; ,Ltic. Mailing Address: Lj So- • I ,>�Gp c.JeL. qW, R City State Zip Contact Person: AIRY eg; °� -` Day Telephone. 2 - Z tih _k c h U Q E -Mail Address: Fax Number: `2,6 6-- 3 $ 9 Contractor Registration Number: Expiration Date: 0 FSL`Zb� 6'1 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Company Name: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Building Permit 1.40 Mechanical Permit No. _q_1Nq Public Works Permit No. l y��� �6 �- (�4 � _ 7ZV- a' Mailing Address: - r^ City State Zip Contact Person: Day Telephone: 20 �- ") " 1- a i o f Q- E -Mail Address: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company 'DR" L, 3$�v9 1q O - S Mailing Address: W0..- g a' Contact Person: 4-� E -Mail Address: \permits plus \icc changes \permit application (7.2004) Page l city State Zip Day Telephone: Z ` 3 9.19 o 93 Fax Number: Z ,3: Z W 2 D UO CO) to J = TU_ WO 9_J u- �D 2 �W Z F- �O Z�_ W W D0 O- o�- W H� LO Z W CO O Z BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $_ Scope of Work (please provide detailed informal Existing Building Valuation: $ I Will there be new rack storage? ❑ ..Yes [X.. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area 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: Pt Lot Areas ft : g0o0 S � Floor area of principal dwellin Z2- 4Y' Floor area for accessory dwelling: (q ) P � P g� ry g: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: - Compact: Handicap: Will there be a change in use? ❑ ....Yes No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes 56o 1f `yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Ualerial Safety Data Sheets. \permits plus \icc changes\permit application (7.2004) Page 2 Z �Z �W QQ JU UO C o C3 W= J H CO LL W O LL N d = W 4- _ Z P F- O Z I- �5 V O O N O I-- W 1 �U LL Z CO O Z Existin Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 F loor 17or V 8 Sr i2✓ ' 2 "d Floor 3` Floor Floors thru Basement Accessory Structure* Attached Garage �, O Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck Mo 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: Pt Lot Areas ft : g0o0 S � Floor area of principal dwellin Z2- 4Y' Floor area for accessory dwelling: (q ) P � P g� ry g: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: - Compact: Handicap: Will there be a change in use? ❑ ....Yes No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: ❑.. Sprinklers ❑ ..Automatic Fire Alarm None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes 56o 1f `yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Ualerial Safety Data Sheets. \permits plus \icc changes\permit application (7.2004) Page 2 Z �Z �W QQ JU UO C o C3 W= J H CO LL W O LL N d = W 4- _ Z P F- O Z I- �5 V O O N O I-- W 1 �U LL Z CO O Z .PUBLIC. WORKS PERMIT INFO -" 44ATION - 206 - 433 -0179 r Scope of Work (please provide detailed informat Call before you Dig: 1 -500- 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ... ukwila 0 District # 125 ❑ .. Highline ❑ ...Renton Water Availability Provided Sewer District ❑ ...TukwilaVa1Vue ❑ .. 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. SubrDifted with Application mark boxes which a 1 : .Civil Plans (Maximum Paper Size -22" x 34 ") &qLV a+- O¢ ❑ ...Technical Information Report (Storm Drainage) �Geotechntcal R port ❑ ... Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Protaosed 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 V ❑ Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance Construction /Excavation/Fill - Right -of -way Non Right -of -way Total Cut cubic yards ❑ . Work in Flood Zone ..Total Fill cubic yards Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water ❑ ...Permanent Water Meter Size... It WO# ❑ ...Temporary Water Meter Size.. is WO# ❑ ... Water Only Meter Size............ WO# .Sewer Main Extension ............Public Priv ❑ ... Water Main Extension ............. Public P ' a FINANCE INFORMATION Fire Line Size at Property Line _ ❑ ... Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Name:_ Mailing \permits plus \icc changes \permit application (7.2004) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation Fl.. Utility Undergrounding ❑ ... Deduct Water Meter Size ........ It Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City State Zip Page 3 Day Telephone: City Stale Zip Z Z W UO to 0 W= J l. NW WO u. N C1 = W 1— 3: Z l..- 1— O Z F- W W U N � F- WW H� LL O .. Z L) H Z F- ''"1 rloN MECHANICAL PERMIT INFvRMATION — 206 - 431 -3670 } t ' MECHANICAL Company Name: INFORMATION RM Mailing Address: y 6o I 5 . I `f U L l"kUJ (LA w nr c1 City State Zip Contact Person: Day Telephone: Zet 2q8 -79uo E -Mail Address: Fax Number: _o (0 .14 1� - 79 0S Contractor Registration Number: 6 rt n.) N H A 9 '7 t o c) Expiration Date: i. t 1 o * *An original or notarized copy of current Washington State Contractor License must be presented at the tune of permit issuance ** Valuation of Project (contractor's bid price): $ 15 vC Scope of Work (please provide detailed information): I n 5he I 1 c. � e ► � ^ Iv% lr.d f • � �In Mj, to t'w' ' e� a a5 Dc P t A�-+� Oe o t Use: Residential: Commercial: Fuel Type Electric New .... d Replacement..... ❑ New .... ❑ Replacement..... ❑ ■❑ Gas .... 0 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 Eva orator 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 Incinerator — Comm/Ind Other Mechanical <10,000 CFM Equipment PERMIT APPLICATION NOTES — 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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: 2`u 0 L Print Name: J A VW6 S J U t.vy Day Telephone: 1 1, 7q nl) Mailing Address: 46 S. 1 �4 p L, 7L, K wl If+ w 9 5 1 V City State Zip Date Application Accepted: Date Application Expires: Staff Initials: \permits plus \icc changes \permit application (7.2004) Page 4 Z _ [— `.- Z UO C/) 0 L_ H C0 LL WO LLQ � �W Z H H O W �5 U ON 0 I— WW tt. O W Z C0 O Z � �..� - - C It of Tukwila y 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: Address: Suite No: Applicant: 0040000803 4224 S 148 ST TUKW SINGH RESIDENCE Receipt No.: R04 -01200 1 Initials: SKS User ID: 1165 Payment Amount: 2,583.30 Payment Date: 09/08/2004 04:03 PM Balance: $0.00 i j Payee: SIDHU HOMES INC I TRANSACTION LIST: Type Method Description ---- - - - - Amount -- -- - - - - -- --------------------- Payment Check 1273 - - - - -- ------ - - - - -- 2,583.30 ACCOUNT ITEM LIST: Description ------------------------ Account Code Current Pmts - - - - BUILDING - RES -- ---------- - - - - 000/322.100 -- ------ - - - - -- 2,467.30 PW LAND ALT PERMIT FEE 000/342.400 23.50 PW PERMIT /INSPECTION FEE 000/342.400 88.00 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 2,583.30 RECEIPT Permit Number: Status: Applied Date: Issue Date: D04 -275 APPROVED 08/02/2004 Z ;~ W JU UO CO 0 W F- (') W WO Q. U� = �W Z H f~ O Z F—' LU5 UO O N W uJ u. O .. Z W UN O Z doc: Receipt Printed: 09 -08 -2004 r' City of Tukwila 6300 Southcenter BL, Suite 100 i Tukwila, WA 98188 i (206) 431 -3670 ;t �J {.r Parcel No.: 0040000803 Address: Suite No: Applicant: SINGH RESIDENCE - LOT #2 Receipt No.: R04 -01004 Initials: SKS User ID: 1165 RECEIPT Permit Number: Status: Applied Date: Issue Date: D04 -275 PENDING 08/02/2004 Payment Amount: 1 Payment Date: 08/02/2004 04:00 PM Balance: $2,583.30 Payee: SIDHU HOMES, INC. TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 1257 1,941.75 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES 000/345.830 1,603.75 PW BASE APPLICATION FEE 000/322.100 250.00 PW PLAN REVIEW 000/345.830 88.00 Total: 1,941.75 I doc: Receipt 3471 00/04 9716 TOTAL 4265.86 Printed: 08 -02 -2004 Z 00 Cj) 0 W LLI W 0 U- cr d = H Z �. 1- O Z H W W U� O to O H W W tl. O .. Z: W N .O Z INSPECTION RECORD Retain a copy with permit PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43,,3670 P 'ect: Type of Ins ection: c+' A P-4 t ressy Ad ress• ' ` ► "bate ate Caile Special Instructions: Date Wanted: he� a.m. .m Requester: U�Z4 P ho e No: Ca Receipt No.: Date: 1 -. Z 2 � W QQ � JU 00 (/) C. C0 III J = N LL W O U. N� = d �W Z F— F— O W H W U� O � � H W W H u" O .. Z w U CO O Z paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit 'bo `� `� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - `.•-�; 431 -3670 /;. thce ter Blvd. #100 Tukwila WA 98188 206 6300 Sou n ( ) Pr ' ct: o Type of Inspecti : I Address: � �� q , Date Called: ,_ !,� V Speclal Instructions: Date Wanted: a J- Request e . Phone No• /�, c � Q /// r r R Approved per applicable codes. 5; Corrections required prior to approval. COMMENTS: c i u• L � vi U r � sl� A y 94f y �4 ! n .. 1 -PIf ` r i �- 7fi -P C� r em V ir -P(A G r, y, 3 f t t c�t ��.Py, .0, J, P r�rA G 11 19 r n . lv v r l e L e P v 1 Wk \ LA/0( l f U���� r ' __ff h 4rn ( p IA 1 W• t-ETP 1 )rt Y W✓ n ,rr. I �--P 1 r` //�� l; A✓ar - A 001r C.'USe. GY IC44 A nspecto r Date: J 9 -t,,, -o� $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. tecelpt No.: Date: r- Z Z '~ W UO W= J l.. Co LL WO J LL ¢. N� 2 �W Z= F- F O Z H �5 U� ON 1•— WW H W Z L11 to O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. W PERN CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -3670 Project: � . Type o Inspection: hSv Address: ' 1 �+ " "'1 CJ ` Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: N `Approvecl per applicable codes. Corrections required prior to approval. 1-3 11 Inspector: Date: �- l�-OS $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection Receipt No.: Date: Z 4- Z �W c QQ i JU UO W= WL WO LL co = CY. FW Z F- F O W ~ W U� ON 0 F- W H L). LL .. Z W co Z N. ti ty. ; �. 4 wit, n., F- r `:� � .. - , INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMI , CITY OF TUKWILA BUILDING DIVISION / 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431 -3670 Project: ` 11 Type of Inspect49n: p ot h C v- Address: Date Called: Special Instructions: Date Wanted: a.m. )�-- to.0S p.m. Requester: Phone No: "Approved per applicable codes. Corrections required prior to approval. Inspector: < Date: `U5 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: t z �Z �w aa G JU UO C0 =. CO LL WO J LL Q N� =a �W z H WO W . U� O N 0 H WW UO .. z w CO) O z . i f • INSPECTION RECORD 3 Retain a copy with permit �U�-�7S INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: \ & Type of Insp tion: V V 'Cj v►\ , r. Address: L l Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes 11 Corrections required prior to approval. COMMENTS: 1 � -4-P .a c �.Q ✓'-e v `k rVA -p �' h Inspector: < 0 Date: to -os- :ceipt No.: Date: 4 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z SZ N W Li. C JU UO CO Q LU J � CO U W O LL co = �. W Z �O W I— 5 U� O� W UJ F- LL 0 111 F= _ O Z INSPECTION RECORD ' Retain a copy with permit S INSPECTION NO. PER;,7T CITY OF TUKWILA BUILDING DIVISION '4 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr a Type of In tion: t� 1 A dr . to Called: (. Speci I Instructions. Date Wanted: i '--� A6li p.m. Requester: T e rr�� -U i D6 . C �, Fl Approved per applicable codes. Corrections required prior to approval. COMMENTS: l 4 t� �. a r ae I� V, Inspecto . r 2 1 4 P ate: .� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 7 Z '~ W JU UO, C') co LU J = C/) L WO J LL Q. U) _ �W Z WO �O U LLJ O� 0 � W I— �. LL —0 tit Z Cl) O H Z INSPECTION RECORD'' 2 -1 Retain a copy with permit 'n INSPECTION NO. PE V CITY OF TUKWILA BUILDING DIVISION r V. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pro f n (Y / 17rf Type qrf lrv�pe Yon: - UUM Address: 5 0 , 14 �& L� ')ate Called: 12 SpOcial Insductions: f -) 4ate t �C J/� Wanted: Requester: P dhe No eo 0M Approved per applicable codes. Corrections required prior to approval. Receipt No. Date: Z Z W U U 0 Cj) Q U) W. LLI:r -i I-- C0 LL 0 2� 9 :3 ILL LLI Z x F- t- O Z H WW 5 a U to 0— .0 E- W W X L) LL z C0 0 Z paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit -rte INSPECTION NO. P T N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Addr�asf� � Date Called: Specia (Instructions: Date Wanted: a.m. Reques r: one No: Fl Approved per applicable codes. Corrections required prior to approval. tecelpt No.: Date: r' Z It-: '~ W 0 U) C3 J l. - CO) U- W O Ua co _CY W Z� H- O Z H- W 5 Uj3 O N C3 WW �U O ui Z O Z `—' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM CITY-OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Proj c : Type of Insp ction C A-)al,( ln�tj- bQ117 -1 Add s � 0 COMMENTS: U ; � I Vt !,o W Ir Date C led: Special Instructi ns: Date Wanted:' bb Requester: Ph ne No: a v COMMENTS: U ; � I Vt !,o 3• ac �� �S1L r w Co -e �Yavr c. Irr 1 [hn A V � � �•.. �� of t � U� -r � �� Uti cc, t v" wa� �..�hSv Ct� 1. t\r, Inspector. r Date: r Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z �~ W JU UO w� D LL W O J LLQ N� = �W ' Z H F- O W ~ W �p U 0 H WW F� LL —Z fall CO) H H. Z i Q INSPECTION RECORD `v Retain a copy with permit INSPECTION NO. p p, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 i i Project: Q Type o section / : l f A r ss: S o, l ate tailed: Speci I Instructions: /4'M Date Wanted: 1 JR I �a Requester: PlIone No: O [) Approved per applicable codes. Corrections required prior to approval. I: s i i' i COMMENTS: r Inspector: r Date: Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �z W D JU 0 CO W J � co W WO 2 QQ LL? �CY = W F- O Z H 2: U 0, a F- W U_ u_ f' _ Z ll! U =. O~ INSPECTION RECORD ,1 Retain a copy with permit r INSPECTION NO. ; "fP q CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (3670 Pr Type of In ection: N111 44�3 �Q5 ' - %V�" 4110 A ress: 0 / "T Date Called: 3 0 4 Special Instructions: Date Wanted: !! .m. `p tZ- p.m. Requester: (0 K. Phone No Approved per applicable codes. M Corrections required prior to approval. COMMENTS: I. WO d Y ( V' 1 CO 4-Y ,V\ 12 0 ,• -p- S yA Inspector $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �z W W� UO 0 w= S2 U- WO LLQ co =a W z l H O W ~ W 5 U� , 0H W H� LL O 111 Z L) Z Receipt N �z W W� UO 0 w= S2 U- WO LLQ co =a W z l H O W ~ W 5 U� , 0H W H� LL O 111 Z L) Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT RMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4670 Pro e t* da Type of In s tion: f Ad res Date Called: Sptcial InstrPctions: Date Wam%:U. I ) I � P.M. Requester: ko: W) 6� Approved per applicable codes. Corrections required prior to approval. COMMENTS: S t r 0 h C 00 F $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: z 00 ND (1) W U- W 0 LL. =. a 0 W UJ 0 co O a � W IL . . z W 0 Z 1 , 5 -- INSPECTION RECORD Retain a copy with permit S INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Fl Approved per applicable codes. Corrections required prior to approval. ' Pr fit: � S eel i2 a r Type of In ect'on: \ J A d r ss: O r � Date Calle � � � \ tom, Spe ial Instru ions: Date Wanted: M. M. Requester. COMMENTS: S eel i2 a r • W1 A i oyl 1 Sp 4 tom, f ov r G U � o ► v�. �t ! v -45 -Pe -P �• AM ' , c \ P I P 1A -01 t � G $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. zz S Z. '~ W IQY 2 JU UO W= �LL WO LLQ in :D. _CY F. W z H H O z F- W 5 U� O C0. o � - W HC.) LL O ui z U X' z INSPECTION RECORD !� Retain a copy with permit INSPECTION NO. PER 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 m 'G�70 Fl Approved per applicable codes. Corrections required prior to approval. COMMENTS: Project: �, h P Type of Inspection: r { W q ' S �IPGl�1� ti ►1 Address: L Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: h act S�r W l 1 2&dj :&a. �� I ) Inspector: Date: )-_) \ OZ-1 Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z J-Z W JU UO 0 CO � W O 9a U� = �W Z� HO Z F- �5 U� O� OH W N Z-5. u' O Z U N H 3: O Z �� INSPECTION RECORD Retain a co py with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING` DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: ` � 1-" � �� T Type of In��pection: Address: D Date Called: F 5a ppproved per applicable codes. D Corrections required prior to approval. COMMENTS: Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: `L t °+' 3 . - •.yt�i.:.�r'�xi n�, 5+1 v %�J: q; '" ^� coi, ,.1 i�; � - •t 'rt a . c'r.�� . � t ' 4 ri1��''.{ "t t . : ; ;�. �s • 1.. Z = Z 5 L) UO W= J I.— N W W LL. Q co) = a Z F- ZO LLI 5, U� O N o E- W S W Z Lll U =, O Z Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: `L t °+' 3 . - •.yt�i.:.�r'�xi n�, 5+1 v %�J: q; '" ^� coi, ,.1 i�; � - •t 'rt a . c'r.�� . � t ' 4 ri1��''.{ "t t . : ; ;�. �s • 1.. Z = Z 5 L) UO W= J I.— N W W LL. Q co) = a Z F- ZO LLI 5, U� O N o E- W S W Z Lll U =, O Z INSPECTION RECORD �7 Retain a copy with permit INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: & S P Type of spectio 1 Addr� �` S � 1 n 1 � Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: N . Approved per applicable codes. Corrections required prior to approval. COMMENTS: o ae c,,A �k ovt 5 r ^ 0'r A Inspector: f x - 0 Date: `0 LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z iH Z �W U U W= Cl) LL WO J LL N = W Z X HO Z t•- W 5 U� O N �H WW H Z.) U- O !1l z U= o t- Z t ,_ - .,�.••ys- •,...w�.. .te r ...+..._.. -,...- • ..ma y ......: ,.... -� • - r»�....+.. __._� , ... » .... .. .... ...... ����vi• !iu i'Y ° t, �� r� • f� -'C. - A' - m'ti ... .r.�"� ::.. �/ C�_fi•5' «id. :.�+f' ,�` ± . T *15:'ai'"'.�' tom, INSPECTION RECORD - r Retain a copy with permit INSPECTION NO. PERMIT NO. }. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 M t: i Type of Inspection: I Address• p� Date Called: Special Ins ructions: Date Wanted: a.m. Requester: Pho No: Approved per applicable codes. Corrections required prior to approval.. COMMENTS: yleo - C ?r P • -P \ V\ 0v inspector(,' _j Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pi Z '~ W JU U w =. CO W W O U � _CY �W Z f I- O W ~ W U� O co � f- W W u. O W Z co O Z rS,R,r ti .. t i F R INSPECTION RECORD Retain a co with p ermit "NO. INSPECTION NO. py p CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj �t: Type o I nspecti on: • Address: Date Called: r�� Special Instructions: Date Wanted:� ^ a.m. p.m. Request Ph ne 7 O TY Receipt No.: Date: A pproved per applicable codes. Corrections required prior to approval. COMMENTS: r F' 4 C) h Inspect r: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. I Z W C UO Co o co W J X F— CO LL W O J LL Q co = �.. W F= o W ~ W. UC3 co Q F— WW F=— P: tL O W Z U= O Z ��� fi " ^. t , ... «»_�_.._.. :t� \vV�i � INSPECTION RECORD 10 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project i Type of Insnacgion:, A ��ess: �' S � Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. Inspector: Date: t I L $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection Receipt No.: Date: Z �Z �W �U UO y0 J = H CO) LL WO La rn � _a F_ W ZF- 1— O Z F- W W U� ON W �U ti ~O W Z O Z i C INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj Type of I pection: Ad r 1Specihl ate' alled: r 7 Instructi ns: Date Wanted: a.m. Lf �T C) r Requester: Phone No Corrections required prior to approval. Approved per applicable codes. COMMENTS: ' 'e t S to ' - e 0 ^ S 1" , + 1 r'%/. ,re Y V . C r Gt V $47.00 REINSPECTION FEE Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Q Z S Z '~ W J 0 U wr CoL w U. co = �W ' Z H ZO 2 � D0 OH W W '. F- U O ui Z U0 O Z t s INSPECTION RECORD 3 _ Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: Type of Inspect', n: R Address: Date Called: Special Instruct•ons: Date Wanted: Requester: Phone No: C Z Z W UO CO) J F. N LL WO LL Q N� W Z HO Z H WW U� O CO) �H WW H uO ui Z U= O Z I �� INSPECTION RECORD " Retain n - a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila; WA 98188 (206)431 -3670 Project: �5'2-z� 1 Typ -co Inspec ion: Ad "7 ate alle Special Instructions: Date Wan te • �„ � �� - a. /vJ-" Requeste Phone N %Approved per applicable codes. Corrections required prior to approval. COMMENTS: Receipt No.: Date: Inspector: � (-N' - Date: - hll - $47.00 REINSPECTION FEE REQ IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. :L.. ..:., 1. L:;: v, � rc�:] Cbiuil�tC3l P3' aa� a'"!t'SJi�` #.+tfi l:`p3'�A..�`. r.�fi, ° ryT'a cc'i �•.'' ��f.'. � ' < 's . ; . 41' Y.4'+t+�.:� s. i� :kl. t �c : �'- �.....' -'.; •. Z 11-: '~ W � D JU UO CO) J � W N WO J LL cO = W ?H �- O Z H LU �5 N UO O OH WW H u. O W Z U= O Z INSPECTION RECORD' Retain a copy with permit N or > ` INSPECTION NO. PERMII"NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr t: Typ of I spection A r Date Ca led: Special Instructions: Date Wanted: a 4 , Requester: Pon N , — Receipt No.: Date: �I Z W U O Cl) LU cf) U. WO 9-j LL N� _CY �.. W Z t` WO 5 U� O N, OH W W. H U O .Z W O Z U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,r v INSPECTION RECORD Retain a copy with permit ,a INSP ION NO. PER NO.' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj 1 �iA Ty of insp ctio : Ad ss: * IT �, � � � ' Date Called: t � 3peclial I nstruction s: 1 Date Wanted:' P7 � o paia at osuu boutncenter isiva., Suite I w. Call to schedule reinspection. Receipt No.: Date: t Z '~ W UO N J H N LL W O 9-j CO _CY W Z S H H O W F— W U� O� o �- W w. LL O •Z W U� O Z Approved per applicable codes. El Corrections required prior to approval. Pr T* ct: Type f Inspection: J Address: r Dat alle ZQ Q Sp clal Instructions: Date Wante p.m. Requester: Ph ne No: " ,, : L 0 to r COMMENTS: L h CA P✓' IJIJ z �Z �W �U U N J H N U- WO J L Q _CY �W z :r F- O W �5 U O -. o�- WW LL . z . W U= O z F INSPECTION RECORD Retain a copy with permit r a� INSPECTION NO. PE MI CITY OF TUKWILA BUILDING DIVISION 4 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -3670 Proje / Type f Inspe tion: r.-11 Address L/ I ,� _ Date Ca / ^ Special Instructions: © Date Wanted: m. ~ �Q Reques r: � hone o: : 9O [Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: E] $47.00 REINSPECTIOd EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ii is Z S F" '~ W UQ N LU J F- N U. W J u_ ND =d F. W Z = F- Z0 LU 5 U� N o II- WW F- - Z 111 U =. O Z INSPECTION RECORD Retain a copy permit r- INSPECTION NO. PERM[ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj 0'a!i� p e Ty / Address: � 1_ S / �161� ,,7 Date Calle G Special Instructions: dt- cLC�iLG Date Wa: a.m. r m. Requester:_ Phone No: c ,2 �( y J Approved pefappfica6fiod Corrections required prior to approval. CO M ENTS: $47.be-RETNSPECTION [YEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection Receipt No.: Date: Z JU UO 0 CO) CO) W WO U. N� = �W ' Z H ZO WW U� N 0H W w. UO tll Z U =. O is Z INSPECTION RECORD ^� Retain a copy with permit - "G INSPECTION NO. PER NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431 -3670 1 Project: / Y Type of Inspection: Addre s - Date Called. Special Instructions: Date Wanted M. -- c P. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector ./ Date: $ . REINSPECTION FEE REQUIRED. Prior to inspection, fee must paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: f i- Z �= Z � JU UO O W LLI �LL W O U. N :3 = �W Z H F- O W H W U O CO) O 1— WW HL) UO .. Z W CO) O Z INSPECTION RECORD DOL1,172 - INSPECTION NO. lRetain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: Type of Inspection: Pw Address: ,?,7 / / gh Date Called: Z / - Special Instructions: Date Wanted: a.m. 5 P.M. Requester- - 6q�� - 5 Cµ 14 Phone No: Fl Approved per applicable codes. Corrections required prior to approval. 1IS2) COMMENTS: 4 or YL < 'V Inspector: L '2 Date: I Receipt No.: I Date: I $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to secheduLe reinspection. z Z W 3 00 Cl) 0 U) W LLJ x -J i.- U) u- W O 2 � UQ LLl 0 z �- W LLI L) 0 C1 LLI LLJ 3: L ) U 0 z co X, 0 4 .� Project: �; n b ges. Type of Inspection: R . r) a' Address: Z4 St Date Called: j Q� Special Instructions: Date Wanted: Requester: �ar 5; Phone No. 206rl_ _ , - `— q oo • —, •. . wdy Z W U ND J � CO) U. W O LL. Q CO I.. W Z F- H O Z F^. W W 5 U� N D H WW H� L O •Z UCO O Z INSPECTION RECORD Retain a copp with permit 2 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-3670 Project: Type of Inspection: Addr e 4-2 . Zq 14. bate Called. q o Special Instructions: Date Wanted: I a.m. P.M. Requester: &4? Phone No: - V Approved per applicable codes. Corrections required prior to approval. U k SD COMMENTS: r &IMP, I Inspector: � V I Date: %&AZ I F� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: D ate: I I I i z F: Z UJI 00 CO 0 C0 LLJ W 3: J I.- C Li- W 0 2 � La Nd I ,- LLI z 3: I-- F- 0 Z �— W LLI 0 a � WW tll C.) LL Z V) 0 Z 4. a ' ­1NSPECTION RECORD Retain a copy with permit Do y'7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: / Type of Inspection: Address: 2 V S /V X S-&_ Date Called: o ,- r // 3 l0Y _ Special Instructions: Date Wanted: � lV�U `l�:M. Request - Phone No: Approved per applicable codes. IJ Corrections required prior to approval. COMMENTS: qht1A2q tf $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z iH Z Q �W W� UO (00 w= J F_ S2 U_ WO 9:3 LL =a I� W �O wF �5 U� O CO C W W LLI Z O F- Z { , DE:NNE;Y ENGINEE;RING, IN(.'. 38809 191 st Ave. SE Auburn, Washington 98092 Phone & Fax (253) 939.1373 PROJECT CRAy(rY Go4D CAL CU6Art 1 N S7 St . Lot 2 Rv -Z�o Date. g jlgl6y FOR C7ur��t P29h ED fop, E R EICOIA AN COD S Of - C ��wila M Y y I ~~ . RECEIVED r.ITY OF TI IKWII A AUG 2 0 2004 PERMIT CENTER INCOMPLETE LTR #�_ D Z Z` te a . W QQ �' JU Uo N W= J cl) U. W o. 9-0 u- a cl)d �W Z �. uf Z F-- co W W:. H U LL6 O . Z W Z DENNEY ENGINEERING, INC. DATE S 1 7/0 tl p AGP 38309 191 sf Ave. SE Auburn, Washington 98092 Phone &Fax (253)939 -1373 �-^ukw_� i i Z iH W U N o �. o a S ! Cofl Gr e (e �f "lP /-� oO �1 f? r / ~ LL W O: y . 00 J11CRI1210 �D c. =w P/Z/uJoaC/ s/� r� /1.7 5' 7y ;) 1 Cr' D e Gl '1 fi C�7 �a g LLJ PSf 7 O fl'6KY D 0 "ca 2,50 M 4 -0 ash r�7 sul�a �a�� - Z. U N DL X7.40 � L L 25.00 �s f bL-b LL DENNEY ENGINEERING, INC. 38809 191 st Ave. SE Auburn, Washington 98092 2 4-2.,,,._, Phone & Fax (253)939 -1373 �Z'-uk W _ 47 :i PACxr BeaM S117 1 66 9 /9 rS IVA. B Pescr: _ m 0116r Va ra ge C'ahtikiler(s) L efit RA. 'Ese, Sm. Frog)? 70 Cln�{vrm = r7 ��7� <5 1D g) f Z 0 = `� 7 � bG _ LL 7r�a »yu�ar C1J�� WLL - -- �a � A . ..5_ /ec'.e'.O L ��8x 13 A2 6L 2 F -V r 0 Z i � WV UO U) Q. W= J �. N LL WO J LL D � �W Z O0. w Do O u� o� W U_ O i11 Z U =. O F- z. Job Name: SINGH RESIDENCE Beam Mrk: B1 5.125 x 13.5 4.988 kips 4.988 kips <----------- - - - - -> Span(ft)= 17.5 Both ends pinned --------------- - - - - -- SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 157 psf Live Load = 413 psf OC Spacng = 1 ft ------------------------------ GLU -LAM BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 240 3.. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft) : Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:(%) /100= .03 11. Exact Beam WIDTH (in): b = 5.125 BEAM SIZE : 5.125 x 13.5 Bending stress: +M f b = 1682 psi for +M = 21.82 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 97 psi for V = 4.49 kips Dead Load Deflection = .175 in Live Load Deflection = .461 in = L/ 455 D +L Load Deflection = .636 in = L/ 330 Allowable bending stress: for +M: F'b = 2368 psi for -M: F'b = 2368 psi z ;3: z w D JU 00: CO 0 J H N LL W O. U . Na =w z � F- O z i--. Uj U� O � .0 F-' w U. iu z. U N O Z .. DENNEY ENGINEERING, INC. v ^I - r 38809 191 st Ave. SE Auburn, Washington 98092 2�.. Phone &fax (253)939 -1373 Tuka /,s; WA PAGr r /S B69 rS Wk. 'N -5cr: e-c�? m Ca r 8a 51 (2 heam Sian_ 24 �ahti le- 1/er(S Le{t Re�, T•6. �i� : l�l r do : S: 7 Alva r l wall 8 • ��ai:yulaj 7'9r Fromm TD Lfn or&7 �U -- 1 79, 7 � ) i- /D OF Z = 26 I 4A A L ^ (25 1.15) 15.,, 5 1 4 0 0 = 230 #� Tranyu.�ar u� t God cfs P @ •� r fir. l j(?- el W Pot= k ...-..M.__._.. -.. P _ _ fr, le ft e2 ol 2096 !< P/- 4- Rz z IZ D UO 0 w = S2 U- w� �d =w M Z }- Zo 5. .O �. 0H w U- o z U- O z Job Name: SINGH RESIDENCE Beam Mrk: B2 6.75 x 13.5 8.34 kips 5.54 kips ' ------ - - - - -- ' Span(f t)= 20 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 264 psf Live Load = 230 psf OC Spacng = 1 ft CONCENTRATED LOADS: LOAD NO. P -DL(k) P -LL(k) X(ft) - - - - -- - - - - - -- - - - - - -- - - - -- P - 1 1.1 2.9 3 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 = 6.75 P WN BEAM SIZE : 6.75 x 13.5 Bending stress: +M fb = 1817 psi for +M = 31.05 k -ft -M f b = 0 psi for -M = 0 k -ft Shear stress: fv = 129 psi for V = 7.85 kips Dead Load Deflection = .437 in Live Load Deflection = .479 in = L/ 501 D +L Load Deflection = .916 in = L/ 262 Allowable bending stress: for +M: F'b = 2368 psi for -M: F' b = 2368 psi Z Q S Z' �~ w ' D U M Uj J � CO U. w U- a UD = F- O W F- ' W U� O N, o F- wW O, LLi Z U =. Z " DENNEY ENGINEERING, INC, DAT17 38809 191 st Ave. SE De Auburn, Washington 98092 �,OL�' 2 4 Phone & Fax (253)939 -1373 Tt.Lku) i /lz?. w wA n cpl S. PACxF 5/s IVA. —59. ,*escr. 6 0 r - e e boor Weg �5 c ler 1 Co f o o r 5 . �ta lar u L ALL - --- -- - I f'D�h t Loa' O/s f r. 16 ?- eh o/ oL = 2.5 A P @ PDL = p�� w F @ fir: f� ehd �3�� /�ead�r S��ec�ort 5�a x. l 3A2- 6,Z-24F-V4- p G L ' 5. 8 . z Z D UO w= J � �o 9 - U_ � =w zH z° w U co o �- wW U- z U N. O z Job Name: SINGH RESIDENCE Beam Mrk: B3 5.125 x 13.5 2.922 kips 8.259 kips <----------- - - - - -> Span(f t)= 16.5 Both ends pinned --------------------- SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 66 psf Live Load = 65 psf OC Spacng = 1 ft CONCENTRATED LOADS: �. LOAD NO. P -DL(k) P -LL(k) X(ft) - - - - - -- - - - - - -- - - -- - -- - - - -- P - 1 2.5 5.84 13 PARTIAL SPAN UNIFORM LOAD: Dead Load = 85 psf Live Load = 109 psf OC spacng = 1 ft Dist from left suppt to start of load: a = 13 ft Dist from left suppt to end of load: b = 16.5 ft ------------------------------ GLU-LAM BEAM - DESIGN CRITERIA ------------------------------ 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 240 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress :(%) /100= .03 11. Exact Beam WIDTH (in): b = 5.125 BEAM SIZE : 5.125 x 13.5 Bending stress: +M f b = 2055 psi z 11-: _ W W D J U' UO. U� W= J to LL WO U- a N D = d I - W. z �.. t- O z F- w 2 � U O. O N. O I- WW LL O. W z P z for +M = 26.65 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 173 psi for V = 7.99 kips Dead Load Deflection = .194 in Live Load Deflection = .367 in = L/ 539 D +L Load Deflection = .56 in = L/ 353 Allowable bending stress: for +M: F'b = 2368 psi for -M: F'b = 2368 psi z 11-: _ W W D J U' UO. U� W= J to LL WO U- a N D = d I - W. z �.. t- O z F- w 2 � U O. O N. O I- WW LL O. W z P z m DENNEY ENGINEERING, INC, 38809 191 st Ave. S3 Auburn, Woshingion 98092 Gat' 2 42 Phone & Fox (253)939 -1373 7 uk iii i/z?• bl- / A _ / PAGE S�a.n �'D C'ahz�ilever(s) L�{� T��. ��d� : �/n � ;corm : T•�omr�' � � �loor� ��l/ • l r��Y)9cc lar Fro t)7 O 70 l {�rM 7r�ar yu l'ar �bG aLL a Po�hZ - Goads 2 k7l ada r 5&1e c &l o n 5l8 x 1 CzL 2.4 r- -- V4- z Z 2 �U 0 0' 0 w U. U , O IL ?. =w O R 2a U O N: o r-- w u. Z. U= O z pot- 2 , 50 �f pLL P @ frle�te�� ; •• :��: "DL G� fir: f��t en of •, p C � 1e��` ehd 2 k7l ada r 5&1e c &l o n 5l8 x 1 CzL 2.4 r- -- V4- z Z 2 �U 0 0' 0 w U. U , O IL ?. =w O R 2a U O N: o r-- w u. Z. U= O z Job Name: SINGH RESIDENCE Beam Mrk: 84 5.125 x 1 1. 5 U,5 ' e 5� x 4.478 kips 5.868 kips 1<----------- - - - - - Span(ft)= 10 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 66 psf Live Load = 65 psf OC Spacng = 1 ft CONCENTRATED LOADS: LOAD NO. P -DL(k) P - 1 2.5 P -LL(k) X(ft) 5.84 6 PARTIAL SPAN UNIFORM LOAD: Dead Load = 51 psf Live Load = 65 psf OC spacng = 1 ft Dist from left suppt to start of load: a = 0 ft Dist from left suppt to end of load: b = 6 ft i - - WOOD 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 i 11. Exact Beam WIDTH (in): b = 5.125 { BEAM SIZE : 5.125 x 11.5 Bending stress: +M f b = 2382 psi for +M = 22.42 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 147 psi for V = 5.77 kips Dead Load Deflection = .092 in Live Load Deflection = .19 in = L/ 629 D +L Load Deflection = .282 in = L/ 425 Allowable bending stress: for +M: F'b = 2400 psi for -M: F'b = 2400 psi S Z '~ W W� J U 0 N 0 W =. J S2 U- W O. 9:3 U D = C% Uj Z �. H- O Z F-. W UO ON . WW U_ W Z U= O Z DENNEV ENGINEERING, INC. 38809 191 st Ave. SE Auburn, Washington 98092 Phone & Fax (253) 939.1373 PROJECT L47 FopcE AA1AL _ 722IW14 ,4, W A ~ Y 13 5R(�> Da te O FOR FOP,C CODE CD Of 'Tu cwtila �uI RECEIVED (:I OF TI IKWII A AU G 2 0 2004 PERMIT CENTER INCOMPLETE LTR #. -1 964**2o15, • r' Fm cm 1\ i z �Z '~ w � 2 JU u00 N w = J F. u. w 9 = w z� w � w U(3 O co, o � w O, tii z u_N H H z DENNEY ENGINEERING, INC. 38809 191 st Ave. SE Auburn, Washington 98092 Phone & Fax (253)939 -1373 tDAI-G M9 ov- pnCxP j /U sls 4-2,,,,_ _......5, 1 15�8 Tukujil,:s7. W,4' W/mol r- Aef: -TIOC -2063 end A,5C ' - 7--02 �GtJ -- 1 11.1 � cJs er ASCU 7 SAC i `, 9: J2. 2, 2 (6 Cp L35 A 33.7 ° Tae. f:• /59. - �o Sur7` GC, D. 2 / 3 0. q3 ¢ - 6- 3 7 L.dr� � z�ud� r��1 ltil v�c� 9 -33.7 Tie �'► Jet �►. -� 10 —0.37 'C',Z' = - 0.18 x'19 6--.5 (caned) z �Z - W UQ N co W. J �. S2 LL. w LL N = W z � �o W ~� W U� o — W W �U U- -- Z U N.. o z DENNEY ENGINEERING, INC. 38809 191 st Ave. SE Auburn, Washington 98092 Phone & Fax (253)939 -1373 PAGrr Wln o l rore e (cowe ,K 0 + k k 3 k ) A ,5,5 u e. �C =1.0 z� , zt Kz t 4- � -- gh 0.0626 k (1.oa�(a.�s >(�.� ) — 1 '.��., K Z 1Je�ervn�ne k' �jq. � �3 6'?, . to ed- hf of r oof .51ope or Zoo 8cP Ve 2lo mi u.re, ��� 0.70 h ^ (15,72)(0, 1 �• 0 �s Z W � JU UO W= S2 w O. La ca 0 = O. H= z �- O z I- 25 U0 O co w w: U. W z U o =: ~ z Tu1<oj W4 APPROX. MEAW HT s I r .10 5' i I Col FP,O,u r EL E VA T IO,&l mu o r N OTICE: IF THE DOCUMENT IN THIS FRAME IS THE CLEAR - THAN TH NOTICE IT_IS DUE TO THE QUALITY u 3q 1 rkE R" 5 } I1� A I S.G.I� t6 - 1 q oe � 4 , q 45 5� !O i ! HARDI P ANK SOENG 42' U*L GUARDRx&S tali I� 161 'II f f { f' 00 1 I NOTICE: IF THE DOCUMENT IN THIS FRAME I THE DOCUMENT. CLEAR THIS NOTICE IT IS _DUE TO THE QUALITY OF 36 r 1 t' 4¢` 7' 4.5' t a r 01 i i JI APPI? ax. M ,5AN qr. — �F1�ooF sLIRFACE2�3 3K s WALL OURFACE = 13-3 w ALL +5 } I� rn8AT 4 1 I uJ�LIr ( r A s 7aLL 1 I L nlil�i 1! FP,9 i 11 sncco mm. am ZRA&S . � 1NR01 ?'uNK SIDIkG I �W71DP11L �. ! j ' f i I II LEFT EL-Ev 4 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 33� 13 S. 5' " ,� 5' o oe �c 7$F ROO SURFACES 2 3 A = `-33 s-P E r MEAT N �ACL S¢' 1 10.E APPRaX . MEAN NT. OFROOF 4. 5' ta r 24 } z : NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR -THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. DENNEY ENGINEERING, INC. 38809 191 st Ave. SE Auburn, Washington 98092 Phone & Fax (253)939 -1373 45C 7 -02 N1�pped Sp�c�^�l ,¢ccele.r�z`�a� $ect 2. 44 / 5 F• S ,51'66 Cl ary55 D F , f. 00 38' (1..x"0) =1.00 6 - 46 a56 1 4542E 7 (Allo 4 lac - c 5ecf , /6 /4: / FKc ep tl . 0 n 1 �lSmrc vesz?n C8ate9ory (.45CE 7 7296 /,f r a,) nil5 i s & Shur 46C 7 -02 V- �S �/ (Eq 9 E5: 2, l C x. 00 0.107 LO�d comblA' aeon #5. er Xsc8 - 7 -- 0'2 V - = o.7 (0.1670 — D.X17 E$. IF. 5, 52.1 -1 De,4 G o. "A m .-is 28 5� _ wf s � ,ter tat c� r av 1( 190a. sf. 5& K rz r w i t 1 2 yf t� r 1i�Z It �' z Z � UO 0 w� � wo J U- 4 = a �w { z �O w UJ Do C.) Ocf) 0 H. wW HU u. O. z U N. z D ATE Sfl a4 PAGE � DENNEY ENGINEERING, INC. 38809 191 st Ave. SE Auburn, Washington 98092 Phone & Fax (253)939 -1373 r ' 1/l✓« d F'orc , ph ra y m Levu 7ransvev'S6 1�l/��,d o rho z` 1ev6tt0 y7 �oo�: 6 0 Wall ,��- = `0.6( - 0.. 4) ,�o ( 5�]+ 11.0(0.55)100(4.5 )] = 33 0 1770 Trai?sv K 6: A d . ovr dea �levat�o� 160yf :' F = ! 11:0(0.21 � 4ea j ll. 0(0. 43[41a 304- W611 F = 11.40(0. 7) �o(45} X11.0 0,55) 60(4:f.� — 3346 # f 14& on' f Oo V) e `eleva t)o eontro`s Br an s verse Wt d& r oo{ F - 76 r er la or 1 j i �^qrn Lave (.Sc��ccec,�o 0 F7 � f �1. o(a. 4 )[ 6,0 ( s)- �7(.��] -r- r'� ao(o.s5)[60A5) 6765 =15; �a N, $585 bra 5v Yl/1v�d'o.n gar lev�t�on I7 0(0;.'70 r �7(¢ 5f5)] ( / c/ z w JU UQ W = S2 LL w LL �W z= Wo �5 U� N 0 1--, WW F- U' Z w U= O z U,AI Sir o�{ PAGE DENNEY ENGINEERING, INC. 38809 191 st Ave. SE • Auburn, Washington 98092 Phone & Fax (253)939 -1373 PAGE l '�i ►nc� 'for �e'o u Z` �cr� a ©� T�tap �aq w Level l_.ongiezi -dl P'? 1 l W/ recd . on L6 61e.va . lZ.do ll.o0(0.� 2g�¢ Woll a =3446 �36 f� L.on9ltun�K7 a W/1"y?d Plgk` EleV67tion Roof: =11.0 o.z�) f ���11.0(0.3)�3�2� = 247() /all l= = 110(0. -7�_� -5 �.� -x-11. o(o.�'r)S4(,6�� 3'8 L L ......... ... ___ -- y 5 X20 # w and on d-� {t d /e , t co 7 . 7Z` M /S 1 64 cc�� ;-)j1/ g r o o f Up/w Floor �Z)Vap, ira M: Leue t Lorry�tucl1rlal Gt/id on deft �"l�u�tto�1 = �� x 0 74-� r 5 4� -r�,�) -- l �. 0 'LO n r ucl�i � ;?i I E1e 6 F 13, 2 00 - �- _ (sG�hi L 011ncd on left,elev oori cols ion ii`uci�inal atu.� er AA -� 13 �1O L � Z }= Z �W Q � J U. UO W= J (.. T O. W� U. co) cy UJ Z� Wo 25 U N 0 f- W W �z id p �. z DENNEY ENGINEERING, INC. 38809 191 sl Ave. SE Auburn, Washinglon 98092 Phone & fax (253)939 -1373 �'e�s:rnrc �or�►�s 7"rav�s-t�er.�e: a � L.o Y19��uc�i.%�a /5e�sia��c F 0.117[2880 (r8) 4 (1 '708 41* 4)OO)l - 8265 i Se�srn�c control's - ��hsv. � lohy�z`-, a� roof F=7 4a 5 # PAGE _1 � r z �w QQ JU U w= J F- LL WO U . Nd �w z� �o z �- w UJ U 0' O N �H W ll1 LO Z tlf U= O ~, z 7"uk a)i /4 Wit' S/j7P.f LS Tai i i f i t I � ..? y 0" M 5 3lo 57RAP NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR 2 THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. C/I�PE/L s % o�Y S���L wa LL �� S�Gn/ .�t7� id n/s s rf oGD arvnlS DENNEY ENGINEERING, INC. 38809 191 st Ave. SC Auburn, Washington 98092 Phone & Fax (253)939 -1373 P AGE .. 5raRY eVEAR WALLS WI r✓ORCE 10770 166) p�5t�i�iATtnN A SI✓lsMlc PoacC 175'3 LocAttoO elev. C:UMU(,A LLOG7H5 5. S� 10 10 TX �I I SHEATH 5HEA R WALL tiV -I 2 COX FLYWD OR 7 1 � n 05B 01UF 1MAG�:- BLOCK81) W / $� N.41 LS A 0. C.' O R 15 ctA. x V%' STA -PLE AT 1� 0. C. AT PANEL EDGE 5 AWD WALL - P1LR? BOUWDAfi 1&5� AND 12" a.d, IN F or- PAWEL. dV��rLli�NlN�1 �� . Moj� - 175 5)(?) =.V7 - K� F_ - r LIPU rr - 787. �8a - 1335 j 2 N 5 l,1sr- 5INIT'5 LSrA3o SMA EA 51Dr 0t= 51 -Ir-AR PAMEL 22 6241 MBAIL6 IM ` t`i lM 5TUD5 AE CV r' ANU '51✓L0W FLOOR AWO w R im J6'( (22 -iad -ro`rAQ z Z �w UO Co O w= J F_ co U_ w U_a �D =a �w Wo w �o o co o� w LL 0 * w z U =. O z (DA 51 19 a 4 DENNEY ENGINEERING, INC. DA,7- Sl 0� p^CxP- 38809 191 st Ave SE L c�'� 'C a l ce nal S S Auburn, Washinglon 98092 2 �2� Phone &Fax (253)939 -1373 TUl <UJdA Wel �P S eflt✓AR WALL5 WIND f= , OacE r 1 770 —� �� LrocA o N .G'e � Z� ear' __ .r - - -- L �tNt Urn -t�rv� L���► -I S . �D' N 6-A KS - W I N D 'U" to N 2 SHEATH 5N n WALL 2�r CDX f�LYW►7 orz U 50 UAY t=Ac�� B LO c K Y--* D w 1 NM Ar 4 O.C. OR 15 GA. x 1W STAPLr--s AT 3 " 0.C. A - r PANE LD GtLS 1aWD WALL- Pll;p, BbUWDAII- IES� AND' O.d,- IN FIELD 01= PANEL. Ov�.rz�rur�N(NG 2( 14�716 �� mol f� L ^ 2 43 . F 0 0 )''. -)� l4 (t o 8 )]7 l o t3 21,3c7# N _ U5 51M ijao N N51 - A36- SMAP Tt5- tHA OlDr or= 5NEAR PMEZ -L WA IN'�IM 5TUD5 AExD1r Ah(u 'Bn -L4U) FI_009 AN O IM K IM L] 6(5'C - rO''rAL) Z ;3: z �W UO CO J H 9 L WO U. �d �W z Wo 25 U O. O N of WW LL z to o~ Z... .; . DENNEY ENGINEERING, INC. 38809 191 st Ave. S8 Auburn, Washington 98092 Phone & Fax (253)939 -1373 L)AI $A 9 Oq- L4 �6rdl Foi ..5. 1,1:�' PACv E 11AP�r' s-raaY 5HrHA WALLS WIN r oR cE. r -= 67700 8166 18�1& I7t5IGNATION CC� S�ISMtc r oacc = S2la5 Z2 4L ` Loc�.t o N 1 e elev. - - - -- - CLIMU (,Al-rVt Ltt]G - T s 5lfE -APs Wit'j D : -u- !8' 6 , 137�� 5pISM(c : -V --. 2 G✓ 13.5 iJ SHEATH 514�AR WALL 2 11 Cm r:LYwu GAR V16 11 05 041 IvAct✓, SLOCKIrD '"� gd> N AI LS AT 6" o. c.' OR 15 GA. x l.XZ STAPL AT t �. d. C. AT PANEL r-- DG s 4)0 WALL -PIUJZ 136UWDA'MES� MD' 12'� o.d, tN F IE LD Ot- PANEL. 0 V r-- Ri" URNIW G # t M OT -- V' . = 2 3. 1 S ( l L r 6)(2/12.) zo N. gk J :- • ,? OE.`r UPLII~T 2�l2 2 N U 5� 5IMV60H' N.157 3ly -SMAP 7 EA 51Na or~ SNEAK nAMEL Wl 26 -100( WAH -5 it\I ' iM 5TU abut-- A, -v 13n->roW rLWR �htJ d I ti �Z M t.lO l 5' (2Co -14W - r - A L) z Z �w �U 00 w = F- LL w 0 J U - co a � w Z =. z w �o o cn. o� ww �0 ..z w U =, ~O F-: z DENNEY ENGINEERING, INC. 38809 191 st Ave. SE Auburn, Washingion 98092 Phone & Fax (253)939 -1373 DATE. F/11 A � A U / <0j lam, PAGE : EV3 5 SN8AR WA LLS WIND roacF- r 7 7D �10 �� �021D # a p��1�N�[`lt�N p 5�I�M roac 8210 252 �� W. A e le r/_ _ hoc tl d 14 i' e. 0 CUMULAI V8 U- l I�-� 5'� 2�-.� 00 W= SN�Ke,. W� zr'� 1026 _ 43 "1 N0 24 Al U- (0 D Cy a A`t`N N�i� WALL `Y �2 COX FLYW� OR �� 058 ONE 1`'AGE✓ j W w W 14 M L S A Co' o. c. ' o R !, C7A. x 1. STAPL �s � o AT Lp �`. o. C. A - r PANP-L ED GE'5 AM WALL P1CP, BbUWDAt�lES� N40 0 �- IN F or PAWE w - z • ui Ma 3.a i - Z �I r UP1, r - o ho./a/0 W-r15 re 'd. fl oad ed9� ngii z�t� ate [ 5o /8 late na /'s -5uffl �e��. DENNEY ENGINEERING, INC. 38809 191 st Ave. SE • Auburn, Washington 98092 Phone & Fax (253)939 -1373 [D^ I s11 O 4 Lai6ra1 Foi U PF41? 5 5HErAR WALLS WIND f= r=_ pr--51GNATIO N SEtSMIc t=oace = � � 12 LOCAt1 o N _ Fro C UM 11 (,Al - tVr. LtNGT1.15 51 I CSAN5 : W ; v iJ C SHEATH 5Hr:AR VVALL 'V1 ��32 COX IL YWO OR 7���, 055 BLOCKZ --D� y I �i� . t44 11-5 AT O.C.' op, C -tA• x 1 [ /2U 5 T�4f'L S f AT l� O.C. A T' PANEL EDG- 1 5 AWD WALL— plr--I�, BOUHDAt-zl AM 0.6, tN Fir-LID Or PANEL. CaV�c�rUI I OT LI PLl l=1'" 243 # 588. _ 1\..I��r -- 2 51 m A57-A 3lO - 53MAF T'« rACH 51 D o 514 r PAM EL. W11 2-(0 WAILS lnl 'AIM 5CUb5 AbmE At-v 'Br-,t- FLWR AWO IM KIM .la( (2(o-loot - i' o - rA L) z �z LU UO w o co LU J H � WO J U- �cy = W Z� F— O W~ U� LU O U w w. L 0 ..z w U 09, z pnCxE 1 . ., DENNEY ENGINEERING, INC. 38809 191 st Ave. SE Auburn, Washinglon 98092 Phone & Fax (253)939 -1373 [DATE. $lt9 04 pA6v E UFFER. 5 - rOAY S448Aa WALLS wlNt) r r- D�5lC7NA�"lt�N � SEI�M(C f =bFZGC =_ ��� q LocAti o 0 1�6 CUMULAJ Lr- -0G -l5 •.�� 3 • !� �� .SfA5ar,5 WINO -v—� 2q65 `3eAz-I : 7 l S M rG : �1• ca r `L 7 N 3 SNEA-"N . .5Nr:Ai? WALL v 7 32 CDX PLYWD OR 05B ' rAIE . rACr--� BL60<r- -D o NML5 Ar O.C.' ok c -- t A . X "' STAPLES AT o, C. AT PAN L Cdc-:Dc AWD WALL --PIrE BbLJWD DIES, MO' 92" 0.6. (N F lIELb ot= PA EL. Sr - AL5o N0 N�}- OVER'rURN(06 I mor t2L I'r LtPLiKt 37 U5 - '� 5IMV60 l FAAR T'lt-� rACN VOr aI~ 514rAk rM t L v1tj - ��O;c� tJAI� lN'. IM 5TU05 A50VE� ANIr P,n�.L.bW rLoOtg AWV IM ,RIM ti6 (5r (40- 16W - r6 - r- Q a �w Q D JU U 0 w= �LL W J LL = W Wo �o U ON oF- w w z U =; o~ Z TU/<a)i1 , G14 DENNEY ENGINEERING, INC. 38809 191st Ave. SE • Auburn, Washington 98092 Phone & Fax (253)939 -1373 UPPER 5 344EAR WALLS wt Nd roacE r-= eO3 3o 17_.50 Dr - 51GN AY l0 N t=OFzcC LocAti o W .5'e e- o p h7n C Ltr Gil - 1 ��� 19� - 3FIr---A ' W I N d : 71' 21 52 Zg i #� 3.5 r r hj SN�A` H 5 WALL w 7 CDX aY W D 0 (P 05B a NE , rA Gr- - 7 f BL Ni41L5 AT (p O.C.' OR 1 G X �i S TAt'L E s AT . � 0. C. AT PANEL r-DGr-5 AMD WALL -Pit- BOLA JDAI-�IES� AND 0.G. 1H FIELV or- PAWEL. 0V5- RTLIRN(NG MOT = ll 520 �AL. 1 • l� 2 . � �o ho lc�P u1�s r►� �� )7- -11al2� i�o met y z w �2 D Uo U) o . w= J � N LL, Wo U. Na = W z wo . �5 o~ = U LL w U =, Z vATG S� PAe.S: lq DENNEY ENGINEERING, INC, DAI-t. p^(x � 38809 191 st Ave. SE Lc� era �Or'G� l S S Auburn, Wasfiingfon 98092 >' Phone & Fax ( 253)939 -1373 ZU1<oUil W,Q i , Ul�PF14 Srany Ott✓ ,Aa WA wtNd �ot�CE i=- (�; �o (¢/5 ;y ptsl�NAr1nN � SEISt�llc f=dacC 205 �Lf�a _ �� /� LOcA tt d N ear V 'r w CUMULA-rrvt✓ LtOG'TO .13�f =i SHEAM WtN V--: 56 a SHEATH 5W A R 7 WALL V- V �2, CDX FLYWD 0R 7 �(n �j50 DALE tvAC,� SLOCKr--b d. iML5 AT' 0. C-' OP- lv GA. x I ' /Zl/ STApLrm5 { ' At a O.C. AT PANtL r--DG S AWE) WA - PItP, 1J6LJWDAVIE5� FWD {. I2 r ' a.6, IN FI Ot- t�A,N�t_, dv �t�rLlt� NING , e -� u P z Z UO N o J = H (� U. w o 9:0 w< � =w w o w U� .o w LL -o .. z' w U =, 0 DENNEY ENGINEERING, INC. 38809 191 st Ave. SE Auburn, Washington 98092 Phone & Fax (253)939 -1373 pACwE _s FOUNDATION SILL PLATE AND ALL STUDS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE A SINGLE 3" NOMINAL_ (2 1/2" NET) MEMBER, OR DBL. 2" NOMINAL MEMBERS STITCH - NAILED W /10d AT 6" O.C., STAGGERED. NAILING OF PANEL EDGES IN 3'" NOMINAL MEMBERS SHALL BE STAGGERED 1 ". NAILING OF ABUTTING PANEL_ EDGES AT DBL. 2" NOMINAL MEMBERS SHALL BE STAGGERED 3/8" IN EACH 2X MEMBER. WHERE 3 INCH NOMINAL SOLE PLATES ARE USED, SOLE PLATE NAILING SHALL BE WITH 30d BOX NAILS AT SPACING SHOWN IN THE SHEAR WALL SCHEDULE. WHERE DBL. 2 INCH NOMINAL SOLE PLATES ARE USED. THE BOTTOM PLATE MAY BE INSTALLED SEPARATELY AND NAILED WITH 16d BOX NAILS AT SPACING SHOWN IN SHEAR WALL SCHEDULE. THE FRAMED WALL MAY THEN BE ERECTED ON THE BOTTOM PLATE WITH STITCH- NAILIING AS SPECIFIED ABOVE. OTHERWISE, 40d BOX NAILS MUST BE USED IN DBL -. 2X PLATES. 3 z Z` ui J U. U O (o , o J N w w O: U- co)a = uw z �. Z0 w w U .O N O F- w w H U- �. Z: U N' Z DA1 - r . -610 104 t m =T sw� rn 0 I Z I IC7 N w I sir�ps�� s7�p Tz> OGL SST 2 rd 1 1 4 1 1 ' r 1' fD22 f 1 JT0KT �P,�Ka22 �p: HD OL 14,0 L k�GGcvl -4 o _ 0 �l�t/J STD�y �ff�A/Z v+/4.LL WE m 1 ' S 1N1 P.Sdhl �A�22 THIZ -y g X f? NOTICE: IF THE DOCUMENT IN THIS FRAME CL D T NOTICE IT.IS DUE TO THE QUALITY m =T C) m I no ci CZ rn r Z CV .75m -4 o _ 0 �l�t/J STD�y �ff�A/Z v+/4.LL WE m 1 ' S 1N1 P.Sdhl �A�22 THIZ -y g X f? NOTICE: IF THE DOCUMENT IN THIS FRAME CL D T NOTICE IT.IS DUE TO THE QUALITY DENNEY ENGINEMING, INC. 38809 191 si Ave. SC Auburn, Washington 98092 Phone & i=ax (253)939 -1373 DiAl -J. , /( 10 V. PACs r_ 22 L!at Fo s 7/1 t. i 42 s i �� :;� Re-111se. M�t�✓ sTQtzy e44EAk WALL5 WIND foacV- t= -�15� l�So��3��a��_ =,�50FE* _ pC51C�N,Q�'l ©N z O SEt t =aa�.� = IS290 131Go� = � '� a . LoG4rt`t o N mm ww- 7 W ° 3817 L a c �. _ �w >J ' 5)4t WA `7 15 .32 CDX r-IYWQ (0 F? �l.lo� osB a,(E rACr-- z o BLOCKED, wJ Fcl W I LS AT 6'' o. C. OR 2 5_ GA. x /' / (Z " 9T�4Pt� � o AT O.C. AT PANEL r=DGt_'S ,AN WALL -PIER BOUHDARIEG, AND 0 0.�„ IN MELD bE PAWEL. =v. w z O V E-RTU R N I N G to MOT z � L L 38.�y T U — v — RECEIVED CITY OF TUKWIL4 SE'P - 3 2004 PERMIT CENTER DENNEY ENGINEERING, INC. DATE V119 1 0q, PACvE 38809 191 st Ave. SE Auburn, Washington 98092 Phone & Fax (253)939 -1373 U / <UJil4 - 4 MAIN SrOAY SHEAR WA LLS wIND f =' r u. l 5�(0 �0 3.=� /��) = 79� - 6 PP- 51GNATIO N � 6Et � Mtc r = l �� 3, 3 /�� � 7�� TR IT31 C LIM UL A - t - rVr-- L r-- MGT1(s 30 l� Ir N Z SN>~ATH SHEAR WALL V- 7 WX FLYWO GAR 7 //6 05B ©.AJE 1='AGta j R , W l N A-1 L S Al ' OR l5 GA. x l YQ 11 STAPLE AT 3 h 0.1C, AT P A NEL ED GY 5 AWD WALL -PlUP, BOLIWDAT�IES, MO 0. 6, IN FIcLd 01= PANEL. d v rR / for = 2 & 1(' /4L) C10� - 31a, 5 b = 2 /3 (0, 5)(8/2) f 10 13.5 41 0(13.5)(1. 331 - QF- L(PLI I=r D 2 N LlS�- 5IMt'50t4 14PA. 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Mo-r 1 10 (�)Xzo) ,S06 _ l0(SX /. 0. i i SMAP T rAGH 51 br ot= 5H �-Aa PAMEL MAIL5 IM'T.RIM 5TUD5 AFgXE At-to 13n-Law (~Loofa AW'D IM ]MM 46 5r (16 - Mkr 'AL) zz 2 Z w � D UO co 0 w= CO LL wo 9 a5 LL a co D z� w� w U� 0 H— wW LLO w z co z DENNEY ENGINEERING, INC. DAI FA91 PACxE 38809 191 Ave. SE 4nal, S ' Auburn, Washinglon 98092 *5' Z Phone & Fax (253)939-1373 1 4 4 W 5T sor=AR WALLS wit4o ✓oRCE F=... ¢3 .55 41- SF_Ismlc_ PL CUMULA Lt--06TH5 -?L 4- / -00 71 36 52 71 N SHt:ATH .5HEAR WALL Cox n'ywD OR 05B 0�E I tt BLOCKr--D� NA-lLs AT ox: OR GA. x S A 0-02, At PANEL EDGIF.5 AMD WALL-PILP, BOUWDAPUES� NID 0-6. 1W FIELO Ot= PAWEL. 0 V 15.Rlru 2.0 3(1!�10 mor - � L Klr--r UPU 1='T -'(PL� loo 5t 51MV56H -W-PA PDZ.Z 5MAP T EAcH 51DC-1 or` 5H✓Ak PAMEL ANU - Br--L-Ow F WAILS .Im 5TU0 ADC'-A)t i6r (23-16d - rA L AWO im.Rtm 16 z z W e 2 D 00 CO a co W. 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LU 0 z F— LU LLj 5. o co W W L) u. 0 z co X DENNEY ENGINEERING, INC. 38809 191 st Ave. SE Auburn, Washington 98092 Phone & Fax (253)939 -1373 a �2 S�iear c'a/ac)�y /r, 2x r4ael = Sll # e -- s = $1 I x Iota/ W'57 // lenr lh (Iro 55 s Per' Force �k /r; c l ccolt4q le-n OAS Ll 14 d6 u rn clow.5 PAG E � r Shur Yl/alI r c. 33d o. c. -7 �- L C. S� l�l s 511 (28', ^ �; 7�/ L✓s� a o. c 1 J s= V( ) Lisa° o c 21 2. z �W. _ UO CO 0 CO J H N U. WO U - C_ T O �W z a �o U 0- 01- W �U u. O. w z U I— N; H, Z DATE 8�( 6q- DENNEY ENGINEERING, INC. DAI 8/(9 oht PAGE 38809 191 sf Ave SE La eral _ Force Auburn, Washington 98092 _2 412 Phone & Fax (253)939 -1373 � w 54 h �� z � W J U Uo co 0 W= J F. S2 LL W O �a co :) =W zF- �O z f- 2 5; U �. O N. ,D H. W W' LL 8 1 i z U N' P _ O Z �. 'IN l2 I7IA. K _ , r — A t�l c1•I cal , t_�o (. C:� b 7 �� _ M IN IM U M CIvl 0CDM AT �'� MAX (to U M o. c. 1N5�"P,LL WITH SIMP50N L'it'_C? l:jl"AIZ(NC� PLA`t - 1= WAg1►E(�„ WA5t(C -Z OW EM5tdNS 2ii X 2 NI l/ I N 5'1' L L / 2 - D 1 A. >< _ /1 t,I G l (�.� t; t3 U l� t "5 W7 7__ MINIMUM Cmt3 "t" ,�T d � MAxlMUM U.c. . WStALL 'Wi SIMp50N B1 �?- B ARMIG PLATE— WASHER. + I i I i a. i WA -5W:t 2 O(MEN5t0N5 1 2, X 2// X �� t► ' z � W J U Uo co 0 W= J F. S2 LL W O �a co :) =W zF- �O z f- 2 5; U �. O N. ,D H. W W' LL 8 1 i z U N' P _ O Z �k DENNEY ENGINEERING, INC, DAI E S�19 o� 38809 191st Ave. SE L 1 5 bra FO/ Auburn, Washington 98092 g.� Phone & Fax (253)939 -1373 - 7uku�il�, LU,4' , r ~a i�sverr� .s� ear 0 770 L�n9��`ud•?�l sGl�a.r- = Co CvS"4 2 ._,. �� ��l C/se 6 F YI j j i i N l2 ROOP p(APHRAC -i l PACxE c- Ylo l S S us " , 2 �C b?C pw OlZ 7 ((� 060 Ulu! t3LO CK Lb W' l M NAIL5 A CO. L 0 . C OR 15 GA, X . 1 1 12 11 STA PC Z S A T _ !r P�1NCL f L) 5 AND DIAPHpR,A g OuNOAR tT- Ala 12 A7- Z '~ w � 2 . JU UO. J H DLL � O 9-j LL cl) _d W Z� �O w� 2 U 0. D H WW LL O w z. U CO) F- _ O F.- Z .. . • DENNEY ENGINEERING, INC. 38809 191 sf Ave, SC Auburn, Wushingion 98092 Phone & fiax (253)939 -1373 Floor 122a �oA rcy 9 6 uo 7 94L r F6 = 2 ( 7 6 /Z. - 76 _L er�1 Foy PACxl- 3/ .S, 7 7 2 mffmNaml l5 / ii rn ul � 1r e ' a, b o a W/ Z% w Case �4 7 i 6 cv x ��yu�adc� ` off 7� i(s � o. c, 0 e6r a /fo 2 le ��r -T8C! 2003 - T��le 366 3. � = 262 ju-,s& HF' r 7 d YC �� �' qf< <.e ,,moo Id s dl ' a C��C7.c7' SIP rel aols Z 3 1. 1/ � �a �4 5')C /�_) Sao 1 / y RECEIVED a7� grin �� i�;�q 900 �' 2 2 = /(o ?_� CITY OF TUKWILA PERMIT CENTER N 13 �(oat . b11�t�Ht�itVj U se. �1�, PYYWe)6D, • , UN0Lock�D, WlI.'ad WA I LS � 611 0xi � AT PANEL �d�t✓� �Nr� 16 b.C. IN rlP -Lb, G LUE. WITH DAV4000 GLUC .w'1tH ;( ) - i!4 ate, 13 D5 A pAmi L - r✓ AND (1)- D(A. k 12 6�AO AT ,24" d, i�,+ ICJ rl r LD, z d W JU UO 0 w= J F. 9 0 w L� C#)a �w z Z° w D� o~ w w w z w U o� z CM t -� BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION P may adjust estimated fees PROJECT NAME PERMIT# D>o 2 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. 2. 3. 9 APPLICATION BASE FEE Enter total construction cost for each improvement catego General Erosion prevention Water / Sewer Storm water °%-- Road /Parking /Access A. Total Improvements Calculate improvement -based fees: v B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, G but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. TOTAL PLAN REVIEW FEE (B +C +D) $ his $ 250(l) 5. GRADING Plan Review and Permit Fees $ 0- (5) Enter total excavation volume cubic yards Enter total fill volume ., 1!::) cubic yards 9 QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51-100 $23.50 101-1,000 $37.00 1,001 - 10,000 $49.25 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. PLUS $7.25 for each additional 10,000 or fraction there J! v TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 i e,7), °p�FD z �z �w QQD JU UO CO C0 W J = SU_ 2 w U_Q Cl) D = F .. w z w� �p ON o�_ w �O w z U= O z �r QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 101-1,000 $37.00 for 1 100 CY 7 -5 (33%) plus $17.50 for each additional 100 or 5-2(25%) fraction thereof. 1,001 - 10,000 $194.50 for 1 1000 CY 0 -1 plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the, 1" 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. i Approved 09.25.02 2 Revised 03.18.03 y Revised 05.13.03 , +,,,, y ,� � � ed 0� 0704 tug BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION P may adjust estimated fees 6. Permit Issuance /Inspection Fee (B +C +D) $ 9"7 S (6) 7. Pavement Mitigation Fee $ C�o (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1 B to estimate the pavement mitigation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (p er SF of lane width 20 -15 100% $10.00 15-10( $7.50 10-7 $5.00 7 -5 (33%) $3.30 5-2(25%) $2.50 2 -1 10% $1.00 0 -1 $0.00 b� 8. GRADING Permit Review Fee $ 3 (8) Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. z w � D JU U ND w= CO L w LLQ �D 2 �W z F- O w U 0, O N' 0 H wW L O z UN O F- z r ai ' aPiGXtw ' BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION P may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter - Deduct ($25) B. Flood Control Zone ($50) C. Water Meter - Permanent* D. Water Meter -Water only* E. Water Meter - Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E S (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ _ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Storm Drainage Mitigation $ G. Other Fees $ Total A through G $ (10) DUE WHEN PERMIT IS ISSUED (6 +7.:1- 8 +9 +10) $ ( [ ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 9 ��v' •, � G�FO /�. Cam• - °. 4 , 3 A z �— Z �W QQ JU UO Cl) W= J S2 U_ WD 2 J U_j � X_ z f- O z i_ LU U� O CO), o�_ W LL. U_ z ui CO) O z C.2.3 ---IN RATION TRENCHES AND DRYWELLS SECTION A NTS Small Site Drainage Requirements 9/1/98 C -13 Z ;= Z �W QQ JU L) 0 N W= J F. N LL WO t� a U) Z) = �w z= 1-- HO Z F-- W U� ON o�- WW U �O w Z U= O Z FROM :DENNEY ENGINEERING f r November 10, 2004 FAX 1 :253 939 1373 Nov. 12 2004 11:06AM P1 DENNEY ENGINEERING, INC. 38809 191 sl Ave. SE [ : Auburn, Washinglon 98092 Phone & Frix (253)939-1373 City of Tukwila Building Dept, 6300 Southcenter Blvd. Tukwila, WA 98188 Re: Residence Project fhr Gurdip Singh Lot 2, 42XX S. 148`' Street Tukwila, WA To the Person Concerned; Regarding the above referenced project, please note the following. The revision of the submitted and perinitted plan to eliminate windows or other discontinuities in shear wall Line "I" versus the plan used in the lateral analysis, results in the elimination of a need for the hoidowns shown on the plan for shear wall "1 ". Please call if there are questions regarding the foregoing. Sincerely, Of Emerson R. Denney, PE ��SC� WgS�F,�, WA Lie #9788 SEP 11,2004 12:43 253 939 1373 RECEIVED NOY 15 2004 DEPARTMENT Page 1 �O)Ll — e275 z �i~ z D. UO 00 J = LL w u_ Q Cl) D = �w Z �- O w �5 U� N o� w u" O W z c O z I1 -10 —a Y FROM :DENNEY ENGINEERING FAX NO. :253 939 1373 Sep. 22 2004 08:52AM P1 DENNEY ENGINEERING, INC. ` 38009 191 sl Ave. SE Auburn; Woshinglon 98OV2 phone & rux (253)939 -1373 September 22, 2004 City of Tukwila Bldg. Dept. 6300 Southcenter Blvd. Tukwila, WA 98188 Re: Residence Project at 42XX S. 148' Street Tukwila, WA Gary Singh To the Person Concerned Regarding the above referenced project, please note the following: 1. The relocation during construction of the single garage opening to the right side of the garage versus its location on the plans is accepted and approved herewith. No structural problem will result from the change. 2. The requirement for double-joists under all interior walls, indicated on the plans, may be revised to apply only to interior bearing walls. However, interior shear walls oriented perpendicular to the floor joists must have blocking between the joists for sole plate nailing; ple call if there are questions regarding the above. Sincerely Emerson R. Denney, PE' WA Lic. No. 9788 RECEIVED -z7s_ SEP 2 2 2004 BUILING DEPARTS NT I'd BBLB -66b 42uig dtpung z �z JU UO Cl) J I- Du- w 9 L L CJ) d = w I- _ z� F- O z I- LLI5 U� ON oF- wW u. O LLi z U= O z f� '- DENNEY ENGINEERING, INC. 33309 191 s1 Ave. SE Auburn, Washinglon 93092 Phone & Fax (253)939 -1373 September 2, 2004 J City of Tukwila Bldg Dept 6300 Southcenter Blvd. Tukwila, WA 98188 Re: Residence for Gurdip Singh Lot 2, 42xx Tukwila, WA To the Person Concerned Regarding the above referenced residence permit application, please note the following I performed the lateral force analysis for this project in accordance with the 2003 IBC, not the IRC. Although the IRC (which by the way does not require engineering if its prescriptions are met), does reference Seismic Design Categories D 1 and D2, no such division of Category D into two parts is contained in the IBC (to the best of my knowledge and belief). Please call if there are questions regarding the foregoing. Sincerely Emerson R. Denney, PE WA Lic. No. 9788 FIECENED orry OF TUKWILA su _ 3 20A PERMIT CENTER LTR #')-- -- .. J) z Z: �W J U U O' w =�. J F, CO W w O U- cf)d = w Z ' H-• O z W w � o O o t-. — O ui Z co z 1906 I Z C ity of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director September 3, 2004 Gary Singh 4228 South 148' Street Tukwila, WA 98168 RE: CORRECTION LETTER #1 Development Permit Application Number D04 -275 and D04 -276 Dear Mr. Singh: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time, the Fire Department, Planning Division and Public Works Department have no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documents. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by messenger service. If you have any questions, please contact the Permit Center at (206)431 -3670. S' erely, renda Holt, Permit Coordinator Encl xc: File No, D04 -275 File No, D04 -276 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 a Fax: 206 - 431 -3665 Z Z UO Cl) J = NLL w 0 u- Cj) = �w Z F-- 0 Z F- w �o U 0 �. off WW LL O Z CO O Z BUILDING DEPARTMENT REVIEW COMMENTS Project Name: Singh Residence 4224 South 148' Street Singh Residence 4230 South 148 Street Permit File No.: D04 -275 D04 -276 Date: August 31, 2004 Reviewer: Jim Dunaway, Building Inspector (206)431 -3670 A Building Department plan review has determined that your plans need to be revised. Please address the following comments with applicable revised plans, specifications, and/or other documentation. Please submit revised plans as follows: 1. Plans and Engineering submitted 8 -24 -04 are not entirely revised to reflect the IRC. There are still references in both the plan set and Engineering that refer to the UBC. Both Plans and Engineering must correlate specifically to the IRC. 2. In addition, I was unable to find Engineering or plan detail providing seismic zone D -2 footing and foundation requirements outlined in Section R -403. No further comments at this time. Z �Z '~ w DU 00. w= J N LL. LL , O LL Q = CY �w Z f- O Z i- w 2 �. U a. O N: o �- w w. u. O . Z' w CO 0 Z vJILA, �' ' '• 2 Cit J v Tukwila Steven M. Mullet, Mayor 'QL � 7 Department of Community Development Steve Lancaster, Director % ... 196 August 4, 2004 Mr. Gary Singh 4228 South 148` Street Tukwila, WA 98168 RE: Letter of Incomplete Application # 1 Development Permit Application D04 -276, D04 -275 and D04 -267 Singh Residence — Lots #1, #2 and #3 — South 148 Street Dear Gary: This letter is to inform you that your application received at the City of Tukwila Permit Center on May 11, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Building Department: Ken Nelsen, at 206 431 -3677, if you have questions concerning the following: 1. The plan design and engineering must be updated using the 2003 International Residential Code and the 2003 International Building Code. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefa a Spencer Permit Technician Enclosures File: Permit File No. D04 -267, D04 -275, D04 -276 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 z ~ w tY � �0 UO CO W = J t.- NLL WO 2 LLQ CO = a �W z F- O z H W U� ON o t-- W Lu H0 L' O --z N H O z 0 PLAN Rir%r��l'gRO6�ING SLIP ACTIVITY NUMBER: D04 -275 DATE: 9 -3 -04 PROJECT NAME SINGH RESIDENCE SITE ADDRESS 4224 S 148 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Build Di si Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 9 Complete ❑"J Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg [3 Fire ❑ Ping ❑ PW ❑ Staff Initials: ' TUES /THURS RO TING: Please Route Structural Review Required ❑ No further Review Required F] REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10-5 - 04 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip,doc 2.28.02 z �z } w UO U) a J X �LL wo J U. Q �D = �. w z w� �5 U �_ o F- ww U. O w z U =. O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D04 -275 DATE: 8 -20 -04 PROJECT NAME: SITE ADDRESS: Original Plan Submittal Response to Correction Letter. # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS: -Oc Jq °3 ( Ping ivision 0 Fire Prevention ❑ Planning Division F Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 8 Complete ❑� Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: j TUES /THURS 7ING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: I_ APPROVALS OR CORRECTIONS DUE DATE: 9 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only G� CORRECTION LETTER MAILED: 1 Departments issued corrections: Bldg K Fire [I Ping El PW El Staff Initials: qL Docume nts /routing slip,doc 2-28.02 PERMI COORD COPY Li....n.:w.l'.. i...r'�.Ir.n.. w Y,r'1f 'd .�w(.vi.0 i.:Ia, v.ti:.Ar«.+ltr.,i'LL + ii i' :•- .. .'•• .. ,'• -'� " " .. .' «...,..., rr +n .w4zry I.YVU�'4.f.: �':a svl [K.K.\52a'10.ti.M9«'N4'itY�il$di '16!W ❑ No further Review Required z �z �w QQ JU 0 0 w= J F.. CO W w LLQ = a F - w z Zo w w U� ON o�- w �- O w z CO O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -275 DATE: 08 -02 -04 PROJECT NAME: SINGH RESIDENCE - LOT 2 SITE ADDRESS: 44XX SOUTH 148 STREET X Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # Revision # after/before permit is issued DEPARTMENTS: Buildi i is on ® Fire Prevention Planning Division Q Public Works Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Th rs.) DUE DATE: 08 -03 -04 Complete [J Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: g �� LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping [I PW El Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /rouftsllp.doc PERMIT CORD COPY 2.28 -02 DUE DATE: 08 -31 -04 Not Approved (attach comments) ❑ z ~w �U UO N co Uj J 1: �w w U. Q = �W Z F O z i— w w co U� 0— OH wW !6O z W CO O z REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: g ' Plan Check/Permit Number: Do Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 11 A it X % Project Address: 4 ?,Z- S, 14-6 Contact Person: AdAVI 1 2 41 S1, Phone Number: Summary of Revision: AJA P W& RECEIVED r:ITY nF TI WWII 0 ' Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [� Entered in Permits Plus on pplications orms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Z °~ W � D J U 01 0 CO J CO LL w U - �D = �w z H !— O Z I-- w U� ON o�- w w. O ui Z U= O Z w City of Tukwila Steven M. Mullet, Mayor o / y Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 U, �� Tukwila, Washington 98188 •��,, Phone: 206 - 431 -3670 �� 1908 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: g ' Plan Check/Permit Number: Do Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 11 A it X % Project Address: 4 ?,Z- S, 14-6 Contact Person: AdAVI 1 2 41 S1, Phone Number: Summary of Revision: AJA P W& RECEIVED r:ITY nF TI WWII 0 ' Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [� Entered in Permits Plus on pplications orms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Z °~ W � D J U 01 0 CO J CO LL w U - �D = �w z H !— O Z I-- w U� ON o�- w w. O ui Z U= O Z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: � � 0. Plan Check/Permit Number: D04-275 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued Project Name Sinjzh Residence Project Address 4224 South 148 Street Contact Person: Gary Singh Phone Number: Summary of Revision: RECEIVED PERMIT CENTER D � • 4 � - � 1441 2.'l Sheet Number(s): f � i'�i � J S~ I �"' '- �� �i� �-e� "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: YULE W Entered in Sierra on ^6/� 09/03/04 z �w D UO U ) Cl to LLJ J � U) LL w LL ¢ CO D = f .. w z F- O ZR 25 U OCn off =U LL —0 .• Z W U CO O Z /TY Of TUKWILA Community Development Department Permit Center }� 6300 Southcenter Blvd,, Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 - 431.3670 Public Works Department; 206 -433 -0179 Planning Division: 206431-3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: ' jY 'r1:! t :! � /� �'. �.I�i � � ;f . �M. ! •.�� �Y. ' i ��•.. 'ir�l fry i��:� •: { ^: •.4..}•V�: "'• }�� .�.. 4, I K' ` i��, i }�.�Y,y"1' , �.. r 'tJ� 'u :fi�hr • �;tl� i:/.l�R.':w..,.,:,i;..i.. ..,�.,,; I ':n r: Site address (attach map and legal description showing hydrant location and size of main): Name: ; u P_ � 1 P _c� / /\J C 4 Name: Address: Ik�k , «c, '�;„ . Address: Phone: �r n EO . - Phone: This certificate is for the purposes of: ❑ Residential Building Permit ❑ Preliminary Plat [ Short Subdivision ❑ Commercial /Industrial Building Permit ❑ Rezone J ❑ Other Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant to the closest point of structure is 0 71 6 17' 4 f/` ft, Area is sorved by (Water Utility District): / C17Y OF T�� 1L4 � 2 1 l Owner /Agent Signature p� Date � R^ T C�' r�r�a `.' .� � � vr,�t' .iF� . ?`I��I ,S `�• .t 7' ' 4' �J'� ti^�4 ;�'�:;�. ,,,; r'i����h��•. �v1� t � ) R ! . i�; i i l +n � �tMt+ `" _ly.:('Y„'h;; I. The ro osed project is within 1 C.L��,I rt l P P P 1 '� i (City /County) 2. KI-M Improvements required. 3. The improvements required to upgrade the water system to bring It Into cort Dpance with the utilities' comprehensive plan or to meet the minimum flow requirements of the - project before connection and to tneet the State cross connection control requirements: i 1 (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be proyjdad apd will be available at the site with a flow of _ / 0_S gpm at 20 psi residual for a duration of 2 hours at a velocity of S fps as documented by the attached calculations. 5. Water availability: a cceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements In Item B -2 are met. System is not capable of providing service to this project, L. I hereby certify that the above information Is true and correct. - DIS F C:.. UNI ry DEVELOPMElyr Agency one ��_ ��f Z �ys-�7 By De! 0 te 11L7f_ This certificate is not valid without Water " District No. 125's attach nt entitled Attachment to Certificate of Water Availability," r I I i i 0 Z Z �W QQ� UO U) C0 w J = F- �LL WO L CO _ �.. W z� h- O W LU �p U O� o F_ W H� U_ O W Z UD H= O Z 14816 Military Road South P.O. Box 6955*i� Tukwila, WA 9&168 Phone: (206) 242.3236 Fax: (206) 242 -1527 1. A Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other Short Subdivision ❑ Rezone Proposed Use: Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other c:..�l Applicants Name: � , Phone: ay�� _ ILL 1 Property Address or Approximate Location: Tax Lot Number: Legal Description (Attach Map and Legal Description if necessary): Lc f `a v & Part : • Be Completed by • 1. 1 a. Sewer Service will be provided by side sewer connection only to an existing size sewer D Al foo"rerA the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): "Wd VF 2. (Must be completed if 1.b above is checked) T CFT '0 9 ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensiv plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. UCa. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ - 7b 8E7 SET a. District Connection Charges due prior to connection: L�72 GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1826.04 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required May be Required co c. Other: fir► %Frr�U . I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date si nature By Title Date J4q%P 7o75 "0 Z �~ W � �U L) O c D w= J �. CO U_ LU 9 J LL CO a W f- ZO LU LU U o E_ LU W =U LL —0 ti i Z 0- H� O Z 1? A TILE ROOF 1"W WINDOW TRIM r MLINTIN BAR STU il�l� STUCCO 1 I t 2" MIN. STUCCO IEEW: 0 D D QDI t o_ t i f Gn P�Prq cft Of mom M AO o�V151� 36" MINIMUM ==I LIZ] LIZ:A =1 �� HANDRAILS NP. P-E L-:273-5 _ E.EL.:272.8 FRONT ELEVATION :I t. A ;r :I t. ;r S � •A —`.. A. if �. E . EL.:272.8 RIGHT ELEVATION DRAWING NO. REFERENCE NO. REVISION BY I DATE r hillon to esign F chin d" w uleftaa..a�. 40 wm*. pmt p� w ap �' app raw o . a w , RED C D O NCE CMA CpNIPLIA APPROVIO g 2004 �i , Of `i'ukw � I L ► ®u to � %v i s 1 i Y r of r '0 0Nib Ql1� ki L♦ L r r , ♦ TITLE o": HB DRAWING NO. PROPOSED RESIDENCE FOR SCALE: 1 / 4 " =Js GURDIP SINGH DATE: JuL.15.o4 DD04-2730--Pl LOT #2 S. 148 STREET & 42 AVENUE S. ONKD: I. D. TUKWILA, WASHINGTON - 1 206-244. 1 900 1 • • .. .... , ..r, '�. ti% + � ♦ ...AM(Ar�r �.7J'..lr .. �.. �°4... ,ti. r .• ri w.. d"• .�•.• .. _ „•r... •- .. wr.. w.+ �'• �+ i+ i..+. +++r�.»w•.►.......r..- r.......» .�,....x..�. a...... s.•...ir.or.�•r...,�, �"'�" r y'ii +�? < �,y. � �r..� •• }�.-. r y. r /2 r.LL. :L /D.0 E.EL.:275.0 t t l P.EL.:275.0' E.EL.:275.0 c' . f i t 12 REVIEWED FOR COM COMkIANC E APPROVED SEp 0 6 2004 U1 � Jtj L i K DRAWING NO. REFERENCE NO. REVISION BY I DATE hl*llon A viesign. LEFT ELEVATION . t 1 t or�,Z.ct,v, 4 ry 114 TITLE owe: MB DRAWING NO. PROPOSED RESIDENCE FOR SCALE: i 4 » =1' GURDIP SINGH DATE: JUL. DD04-2730-P2 15.04 LOT #2, S. 148 STREET •8c 42 AVENUE S. � I p TUKWILA, WASHINGTON 20 6244. y . ...T,... ...•. Nwr. ae..+.. �. w•........+. o+ �n..... ...�..rr•..wr.�....w,L..r.�.�.. ..�'.�....+...�+»w�r.dl�%.�. ::.- 1� �'�: .� "► i -', . �` .: : ... , ,/k� , ,y Stru wets. Continued 3. Plumbing & Electrical All materials, equipment and methods of installation shall be in accordance with the conditions as provided for in the .7ivfex* -4v uilding 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 De responsible for the submission of plans to the Building Dept. for approval of a septic tank and drain 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. Roofing a) Roofing materials to comply with the applicable section of the Building Code. 6. Windows a) All sash must be approved by local authorities -- vinyl and slide openings unless otherwise indicated. 7. Site plan 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 compass rose provided at site plan. 8. Miscellaneous a) Base moulding at all floor and wall junctions where required b) Provide drop ceiling fiver 5' tub and shower, grab bar, shower curtain rod, towel bar, and tissue holder (provide backing) c) Floor finishes bathroom vanities, bath splash, ar.d kitchen cabinets to specifications of owner or builder. d) Approved locking medicine cabinet to be installable in at least one bathroom. . j Minimum insulation required to compiv with the Washington State energy code is as follows: Floor (slab): R - 30 Wall: R - 21 Ceiling: R--38 Doors: Wood Windows: Vinyl (summit or better) Furnace type: Gas Minimum furnace ofue: 80% Refer to Wattsun 5.6 energy calculation by design consultants, Inc. for verification of these values. DRAWING NO. tiN���'f� ^•'A�'r: x � . .�.. r- s z,,,,.�.I... r ra ♦t..�.., v REFERENCE I NO- REVISION BY I DATE h illon esign DDS -2�� TITLE DM: HB DRAWING NO. PROPOSED RESIDENCE R F SME. FOR 4 of = 1 _ GURDIP SINGH DAs: JUL. 15.04 LOT # 1, S. 148 STREET & 42 AVENUE S. cw:): DD04-2730-P3 TUKWILA, WASHINGTON dd .. ... ... 2 Q 6 . 2 4 4 . 1 9 0 : i. n. � : 1.. r ::+. i .. I. -.�•�► .w�. ~ .. . , " y�',t o- � r !` �{ 0 M M•'M •. � r . * s. r .w 0 IS-8 0 t N R _ HIS l SMOKES' I ALARM .,9.9X £ MASTER BEDROOM �' °° \ o 3' 10' -0l" ifflo 8' -8" 9' -9i' N N6`8" NS. 2.X3' HER I C2 w 3'x6'8" 3'x6'8~ I 1 24 68 W.I.C. �3 � �I 00 / 42" MINIMUM ; I �-- -- — -- - B ATH �+ GU TYP. 1 .19 gx,i w 22 X28 ATTIC ACCESS s�0 3 ' - P N 4 ' . BEDROOM 0 co_ I - Q E LO W „9.9X.1• SMOKE`' I AP ALARM _X R V-110 0 General Sc)ecif ications 1. The Contractor or the Owner shall verify all dimensions, materials and conditions shown on the structural drawings or noted in the structural specifications. Any variances within the structural drawings and specifications, or from conditions encountered at the job site, 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. I ' 4. The designer shall not be responsible for site conditions such as soil 4 bearing capacity, depths of frost lines or water tables, or buried structures, etc. -The purchaser of these plans shall be responsible of these plans & shall be responsible for the correct siting on the house of the property and for confirming with all requirements for siting. We do not guarantee that a house plan will fit a particular property unless we • t d receive in advance of the plans purchased, a legal survey plan of the co Il e , property and a copy of the applicable zoning by -laws stating the required setbacks from all property lines, and unless we under take in writing that r the house will Conform to the siting regulations of the by -taws 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 all cases take precedence to scale. Structural Specifications Conc rete a) General: all concrete to be minimum 2000 p.s.i. Strength at 28 days unless otherwise specified. .�� b} Walls: grades shown on side elevations are arbitrary. Owner or builder to adjust height of concrete walls to suit grade and adjust thickness of on walls to conform to the height if required. Retaining walls other than the ,foundation walls of the residence are beyond the scope of these drawings. I c) Footings: concrete footings must be placed on undisturbed or I I � r I I I F I I I I I I � I I II I � loo I 11 x ir I I 0 _asp compacted soil at an elevation below the frost line. It shall be the sMOKEO responsibility of the owner or builder to have the footings redesigned to ALARM �.�. R.: suit existing conditions. w 10 .BEDROOM "x R d) Retaining walls: backfill shall not be placed against basement retaining M TOTAL LOT AREA= 9376 SF walls until: i) Concrete or masonry grout has reached its specified 28 --day A 3fj MINIMUM ALLOWABLE F.A.R.= N DRAILS TYP. / strength ii) And, the structural floor framing (incl. Plywood subfloor) ACTUAL F.A.F. =4126 SF ' required to stabiiize the walls is complete and fully nailed and anchored. M. BATH 4' -6,. oo I - e) Reinforcement shall be placed according to good building practice and 11 a" 2' - 3' -10' 3' -10' N s' -s' m -+ R `� SITE COVERAGE adequately supported by concrete, metal, or other approved chairs, F 1 ; spacers or ties and secured against movement during pouring concrete. Q 1 TOTAL LOT AREA= 9376 SF � - I Tack welding Is not permitted. 6'x7' CH WIN. 6 AR WIN. X4 „8 ALLOWABLE SITE COVERAGE = N/A II I ARC W 0 1 1 ACTUAL SITE COVERAGE= 2830 SF 2. Framing s x I 1 a) This plan is designed for a 40 p.s.i. Snow load and a 10 p.s.f. Dead II o I sMOK ! II' - I / ALARM I I load. It shall be the responsibility of the owner or builder to determine II `i 1 I I the snow load in the area in which the residence is being built and make 11 I I 1 ��,�`NG� adjustments in the size of the structural members to compensate for II I I 1 R CP additional loading, top the satisfaction of local building authorities. !! I W 1 I I t1v�0 b The design of members used for structural ur oses has been based X - ) 9 P P ! BEDROOM t�► on No. 2 or better Hem Fir as shown in the "Span Tables for Wood Joist Rafters and Beams" in the most recent edition of theJNrj,& t - vXBuiIding I Code. The use of different species of wood must conform to the same 11' -4' OD I 42' HIGH 1 � 51 tables. I \ o I WALL ON I C - � � „ =" BOTH SIOESI i , 1 = c) All lintels to be 2 -2 x10" unless noted otherwise. All load bearing OF SuNOE � '�V� 1 " I f beams and lintels shall have 3 h minimum bearing. I x s x5 ARCH WIN. d) All concrete to wood contacts shall be damproofed with ND CK I �/CPJ) or 45 lb. Tar saturated felt , I I e) Flash over ail exterior openings. tj 42" MIN. DRAILS -- _ -' - - - - f) Caulk under exterior doors and both sides of chimney. g) Floor joists shall be doubled under all partitions which are parallel to TOP FLOOR s• 1• -9• e� the joists. • w M SCALE :1 /4" -1 N CRY 4 -4 17 10 6 -10 �� P�:��� COKFt c� 01F Ivrcw"0`4 X, #~ SEP ' 3 2r PEOCCOM DRAWING NO. REFERENCE NO. REVISION BY DATE TITLE DM: H8 DRAWING NO, on PROPOSED RESIDENCE FOR S C" 1 4 " =1' ' GURDIP SINGH DATE: JUL. 1 5.04 st n DD04- Ifli IV F1 LOT #2, S. 148 STREET & 42 AVENUE S. cwt I.D. TUKWILA, WASHINGTON 206-244.1900 �.. .. ; .. ,..+► a. 4 . a �. r:7. -a. .+..:aLYI �/R 0.'.....•1r JL- ..r,71 .. • i� • /'7L f[ Yx c . cTc ft a i .'1........ .0 '"'.. .. «r y, i - — �...M�.rl.w+►— • ."+. .�•.�.w.•- ._.+.M+Mi+�.....r.�.� ♦ .�.. \ .. .. .. .. .. v .. ..... .�.+. .. .. ... ..�.. -- _ r. � � �.� I./ lyt .� V`.'..'•.w-Y I•.M�••1•�hryb• /qr.Y .mil.• 1�.•�•. r w.Ia. Mme.•.• . � ♦ �M.M•' wlF.w.IT. • •'...'�� �M..rM.r. V ••�..�w.. a., M.A....Y.•.M ' ... r.+� i y , li . ! -� k .. ♦ -.I .. a .wt� i fe , 46 �. L 19' -•6 L 17' 9 9 6 9 b 7 1 c REVIEWED FOR CODE COMPLIANCE A pPRM"Fr) SEP 0 8 2004 .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 pis 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 Jot elevations,' location of services, etc. --All 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 buiider before excavation. Of BUII DI G DMSION DRAWING NO. r REFERENCE NO. REVISION BY I DATE h e s ig n ..... . ... . .... .. ., .. .- .. ... .. , - . . . - , .. -low L .. -- 04 o f�Fo voq - 2: TITLE OWN. HB DRAWING NO. PROPOSED RESIDENCE FOR I SCALE: 11/ GURDIP SINGH DATE.. JUL. 15.04 DD04-2730-P5 LOT #2, S. 148 STREET & .42 AVENUE S. CWo- I. D. TUKWILA, WASHINGTON 1 206-244.1900 .. � _ . ,,. .,, .. � .. ... ....�... .- .w�.wv.•.r...r��w... •- ,..........,...,� L.... .._..+- �. ....•, .� -» .., �r.«i , S. i+. . �' +'"���w3 .7� :-� lwy �'.� "Y . + J!'�• Ii. ✓w+ �� w.�.r ar..+iw� . � ....� { n. , ... ."�-. � . RAWL SPACE FDN. PLAN SCALE: 1 /4"- 1 1 REVIEWED FOR CODE COMPLIANCE A pPRM"Fr) SEP 0 8 2004 .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 pis 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 Jot elevations,' location of services, etc. --All 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 buiider before excavation. Of BUII DI G DMSION DRAWING NO. r REFERENCE NO. REVISION BY I DATE h e s ig n ..... . ... . .... .. ., .. .- .. ... .. , - . . . - , .. -low L .. -- 04 o f�Fo voq - 2: TITLE OWN. HB DRAWING NO. PROPOSED RESIDENCE FOR I SCALE: 11/ GURDIP SINGH DATE.. JUL. 15.04 DD04-2730-P5 LOT #2, S. 148 STREET & .42 AVENUE S. CWo- I. D. TUKWILA, WASHINGTON 1 206-244.1900 .. � _ . ,,. .,, .. � .. ... ....�... .- .w�.wv.•.r...r��w... •- ,..........,...,� L.... .._..+- �. ....•, .� -» .., �r.«i , S. i+. . �' +'"���w3 .7� :-� lwy �'.� "Y . + J!'�• Ii. ✓w+ �� w.�.r ar..+iw� . � ....� { n. , ... ."�-. � . RAWL SPACE FDN. PLAN SCALE: 1 /4"- 1 1 i I i 72 8 11 ENGINEERED TRUSSES 024 O.C. BY - - - - -- 5/8" DRYWALL 6 MIL POLY R -38 INSULATION n ANCHOR BOLTS STUDS I.X4 ® 12 "0 .C. NTERIOR WALL • MASTEER BE o� TOP FLOOR= 285.38 ° KITCHEN 0 MAIN FLOOR= 276.32 FINISHED GRADE ��N SKIM COAT= 271.40 �-- ALL LINTELS: 2 -2 "X10" D.F. #2 U.N O. BY P.ENG ! Y j NSUITE `---- TYP. FWOR CONSTRUCTION: HEM FIR NO.2 OR BETTER 5/8" T &G PLYWOOD NAILED & GLUED 2 "X 10" JOISTS 016" O.C. 2 "X10" BLOCKING 084" MAX. O.C. .� 6 MIL POLY rn , SECTION rA **"� I- � _P5 F AMILY TILE ROOF 1 X4 STRAPPING, BUILDING PAPER. HIDDEN GUTTERS VENTED ALUM. SOFFIT TYP. EXT. WALL CONSTRUCTION: STUCCO, WIRE MESH #10 BUILDING PAPER 1/2 EXT. GRADE PLYWOOD 2 "X6" STUDS 016" O.C. EXTERIOR WALLS R14 INSULATION, 6MIL POLY VAPOUR BARRIER FINISH TO CODE --- FRAMING -- INSULATION — VAPOUR BARRIER — DRYWALL 10 S/S P' P, . • T 3 FINISHED GRADE n w w � u -4 4 VE.RT. @24 "o. c, *4 HO2 z. @ I0 1` 0. cw sl { � A ,SPA C(MG PER SHT. 5 -1 oerAi� 4/4 If= 4 t .,.. 3 w C C a These plans have been my ic%vd by the Public Works Departmmt for conformance with current City standenb. Amptuc a is subject to errors and omiukms which do not suthorize viol>itions of adopted stander& at aedintmoes. The respossibiiity Joy the adegyaef of the design rests totally with the Additiolllll�, ddll dm at rr moas to these dr>ilvvuo :Abet tide dw wig void this avoeptsooe load writ! ngwn leell�1011lrial of mi»od drawing fW , - - Fiml is mbiM to field im� by the PWAW Wades unlit m WVectalle. Dam 98.71' ROAD SITE PLAN SCALE: i /s -i CODE p MP APPRO'VEb �P 00 zo SUInN 0 _LDW,2)7mw"tJR 1 RECENO CITY OF TukwtA SEP - 3 IM PEiwrr Ce4TM A RE C� . CORRE TAO ( Mw*q LTA .�. DRAWING NO. PREFERENCE NO. REVISION BY DATE TITLE MN ' HB DRAWING NO. 1 on - ° PROPOSED RESIDENCE FOR 'K-' AS N OTED GURDIP SINGH 04 TE: JUL.15.04 esi n DD042730-P6 -- LOT �. , S . 14 8 STREET & 4 2 AVENUE S S. �1�: I . D. TUKWILA, WASHINGTON N � • ... ._ .. _ , a .....,_ ...._ _...: yam;. _.- .. ,r�il�ii►'�►'S� •+:;_...:,' .,,, a«.. . -, , s y , . 31, `ol„ a 1 , 24 0 O CODE p MP APPRO'VEb �P 00 zo SUInN 0 _LDW,2)7mw"tJR 1 RECENO CITY OF TukwtA SEP - 3 IM PEiwrr Ce4TM A RE C� . CORRE TAO ( Mw*q LTA .�. DRAWING NO. PREFERENCE NO. REVISION BY DATE TITLE MN ' HB DRAWING NO. 1 on - ° PROPOSED RESIDENCE FOR 'K-' AS N OTED GURDIP SINGH 04 TE: JUL.15.04 esi n DD042730-P6 -- LOT �. , S . 14 8 STREET & 4 2 AVENUE S S. �1�: I . D. TUKWILA, WASHINGTON N � • ... ._ .. _ , a .....,_ ...._ _...: yam;. _.- .. ,r�il�ii►'�►'S� •+:;_...:,' .,,, a«.. . -, , • • SHEAR 'WALL SCHEDULE NOY ES H • 1 FASTEKE.R5 _ _ .. WT. H SH �ATtl I N G BL XG PLAT E SHEAR • S4rAR RE Q D RPLE5 F5MR GEN- HOLD- ANCH• S�r��•�aJ • WALL L5�5 IDR WALLS I NT I QR NISI LLS .. w.hJ. � 1 L S .. 5T SR:G ER AL a0i'T5 LS T a30 Q SlM � So�I Mk. 'FT. EX1"ER .,.....�.. �. �. IZE SFr SPCG GAG SPCC ST��P M sr � +3 Gw g p�.Y- ose GwB 5 N STRAP PLY os8. wood Y N @ ES FI ELD LG'1 WOD E p. DG N IN IN I -N I N• 7 � d (o t2 l5x� "!o I2 ! w ml � 5 !S $ CA E A l75 32 1!o h 44R N16 2q4 A �O r I i l5x�% 1 � •� � � � � � oOetJ - 8d 3 p 1 F 449 N 1 w i • • �� (p 1x11 Co r M $ 1 6d { r , (fix �I/2 j,. M S Tel 3 0 v H 2� r ICI$ X110 S7T�A - • $ d !� l�c�i�i � 1 Co X11 � . , '� - �• - , � • '° I f l 4 - . • � 16 Wo [�� N�o �..� _ _ .- -- ---� � rR�P 4 .. L I ''• - _ R - % # j ' I fir• a _ - i ` - •. Via. r r. � .. - :"', li. ..:. � ^ ' C � - «• - � V __.. ,...� �_ • � _ _ i Y.Ir ` - � � ,• { - . .. - '' a 1 t' • • 1 ; �•.� ..�. �._ rr- S I M � � � j � • , - t _ . 6✓A G L dES� G LATERAL , IA Ti d n/S H04 DD AIAJS M 5T�I 3� • a 'FORCE NOTES - - _ ._ i � .. - � �� � •.' - �. , .• • SHEAR WALL CONSTRUCTION - ONE FACE N 1 SHEATH SHEAR WALL W/15/32" CDX PLYWD OR 7/16" OSB, � - LS AT fi" O.C. OR 15 GA. X 1 1/2 STAPLES AT , BLOCKED, W /ed NAILS N 6" O.C. AT PANEL EDGES I N AND WALL -PIER BOUNDARIES, AND i2 .. O. :* FIELD OF PANEL - C SHEATH SHEAR WALL W/15/32" CDX PLYWD OR 7/16" OSB, ONE FACE, S'Impose�V d N_2 SHEA I ' • , O.C. R STAPLES AT • AT 4" 1 5 GA. X 1 1 /2 Ft'�'.4ffD22 ? BLOCKED, W /8d NAILS S AND 1 2 " O . C . � }, ` . �rD ;. � ,• . 3" O.C. AT PANEL EDGES AND WALL -PIER BOUNDARIE , �' ; dv 'IN FIELD OF PANEL. • ; • W /1 5 /3 2 " CDX PLYWD OR 7/1 6" OSB, ONE FACE, 1N 3_ SHEATH SHEAR WALL W / / 32 •SlMP,SdN PANEL EDGES AND WALL -PIER BLOCKED, W /8d N ND �' ��,J°lbtafD2.2 AILS AT 3 O.C. AT NOTE N4 ^� _ BOUNDARIES, AND 12" O.C. IN FIELD OF PANEL. SEE ALSO NO - N- 4 —. FOUNDATION SILL PLATE ARID ALL STUDS RECEIVING EDGE NAILING •., , �I/1 1 FROM ABUTTING PANELS SHALL BE A SINGLE 3 NOMINAL (2 1 /2" NET) _ MEMBER, OR DBL. �" NO MEMBERS STITCH- NAILED W /10d AT 6 .. C.C., STAGGERED. ; MAILING OF PANEL EDGES IN 3" NOMINAL MEMBERS I c A SHALL BE STAGGERED 1 ". NAILING OF ABUTTING PANEL EDGES AT DBL. ti ' • .. 2 X MEMBER. 2 ,. NOMINAL MEMBERS SHAI-� BE STAGGERED 3/8 IN EACH WHERE 3 INCH NOMINAL SOLE PLATES ARE USED, SOLE PLATE NAILING _- �.•+. _ AT SPACING SHOWN IN THE SHEAR WALL K t SHALL BE WITH 30d 80X NAILS .- •� �� - - j /MpSOit/ � � ' • SCHEDULE. WHERE DBL. 2 INCH NOMINAL SOLE PLATES ARE USED. THE F!T'AKU22 -�.J NAILED WITH 16d BOX NAILS AT SPACING SHOWN IN SHEAR WALL SCHEDULE S /h H p BOTTOM PLATE MAY BE INSTALLED SEPARATELY AND ' • THE FRAMED WALL � •,.� LS�,13.� MAY THEN BE ERECTED ON THE BOTTOM PLATE WITH STITCH--NAILIING AS , STi� -�;' '� ,�LG�'^`•'� SPECIFIED ABOVE. - OTHERWISE , 40d BOX NAILS MUST BE USED IN DBL 7-o Ol3L a 2X PLATES.— .. �^ T HOLDOWNS AND ANCHOR BOLTS Q z N_5 - USE SIMPSON LSTA30 STRAP TIE EACH SIDE OF SHEAR PANEL W/22 - 10d ci NAILS IN TRIM STUDS ABOVE AND BELOW FLOOR (22-10d TOTAL) AND I N RIM JOIST - ! t 6/ � p1�.•J N_ 6 USE SIMPSON MSTA36 STRAP TIE EACH SIDE OF SHEAR PANEL W/26 -10d , `�`� NP�•�'oa� M. TRIM STUDS ABOVE AND BELOW FLOOR AND IN RIM JOIST NAILS IN i �Lv�wN • • ( 2 6 -10 d TOTAL) ,till -� .S 7" Y .� f•� A /Z WA L L N _7 'fi USE SIMPSON ST6236 STRAP TIE EACH SIDE OF SHEAR PANEL W/40 -16d C,C —SI AJA77o AJj HO L_00 �VAJS , SEC NAILS IN TRIM STUDS ABOVE AND BELOW FLOOR AND IN RIM JOIST S70i¢ ftLO0�/^j m'OF (40 -16d TOTAL) • - ' � R# GT�ON ZQ�{ N 8 USE SIMPSON PAHD42 STRAP TIE EACH SIDE OF SHEAR PANEL W16 -16 d CORRE NAILS IN TRIM STUDS ABOVE AND BELOW FLOOR AND IN RIM JOIST ��tER - CEO � . .(16-16d TOTAL) LT R p►PK� - • RE OF SHEAR PANEL W/23 - 16d ��� INC ET . ' • . N_g USE * SIMPSON HPAH022 SB�VE SIDE AND IN RIM JOIST 0 � # �' NAILS IN TRIM STUDS A AND BELOW FLOOR (23 -16d TOTAL) a'�� R. DIA. X 10" AND BOLTS W /7" MINIMUM EMBEDMENT A7Q 0 AU Q o f W A S, � N_10— INSTALL 1/2 2 4'- 0" MAXIMUM O.C. INSTALL WITH SIMPSON BP 1/2 BEARING PLATE PERMIT CENTEF X 2" X 3/16" . � N WASHER. WASHER DIMENSIONS 2" �•S�►R`` �� vD • ` " EMBEDMENT AT ���• IVZSZ� - }'� � N_11_ INSTALL 1/2" D INSTALL X 10" ANCHOR BOLTS W/7 MINIMUM EMB ING PLATE I�Ir"� � . � _ •. " � 0 MAXIMUM O.C. INS L WITH SIMPSON BP 1/2 BEAR 9785 3 WASHER . WASHER DIMENSIONS 2" X 2" X 3/ 16" . No f E PKAM SHQ 1AJAI t.R E REV OF HORIZONTAL DIAPHRAGMS o -F A CrUAL C0A1.5MjlCTj0A1 $- -o y N_12, ROOF DIAPHRAGM � QI • 32" CDX PW OR 7 / 16 " OSB , UNBLOCKED, /AI ACCQAQA NC6 W 17 USE 15/ �t�fL�l�T.`' 3 �¢• w /8d NAILS AT 6 .. � O.C. OR 15 GA. X 1 1 /2" STAPLES AT 6" O.C. AT PANEL EDGES AND r DIAPHRAGM BOUNDARIES AND 12" O.C. IN FIELD. • o7'as N_13_ FLOOR DIAPHRAGM USE 3/4" T L (3 PLYWOOD, UNBLOCKED, W /10d NAILS AT 6" O.C. AT _ L C'. /DLcNCE .47 L47 4 02 � /4-67'A ,St, PANEL EDGES AND 10" O.C. IN FIELD. GLUE WITH DAP4000 GLUE WITH DENNEY ENGINEERING, INC. ruK�1L� WA (2) -1/4" DIA. HEADS AT PANEL EDGES AND (1)-1/4" DIA. X 12" BEAD - AT 24" O.C. I N FIELD. 47 4 . 38809 191 st Ave. SE y I Aubum, Washington 98092 DAM: 1 to m' Phone & Fax (253)939 -1373 L 4 C F4A1115 SCf EDULE OJ4TES �' R � , Structurd Engineering Services �, M FOR 6zlR ,5 « � lGH '�.,� 1 :: w .. ... .• .. w.. -..'wr V.,.. • w,y _► nor. •.. -w.f w -. ..�wr•:I ,•'^.N+`�•'.►N1r -t r,.y W'9,' _ ., • •.. - . • :/.1'..:; .•:•. .w b. ! •_ t .w. R ts.•a►a • a • ff :.. �:•. r... t .'S. -. ...t. •i ,. •y L:.. •�.. t . .... •'_...M'." _Ya t` - ..•.;r ♦ ."••aI+M'v' .s{.. —. w. '[.�. r.w" .. . - �.., .7.y 1.i.. 1 . t..�y_G S 1 � .fj -. 7•' "71'... .:..:_ : . ► r .... . . . . • • .- . ►•►. . .. w. r ,.. r r+ .,.. ' .F.• a5 + {.«. �� 'k•. .y�� -. .. , - -. ,... ... . -.., .. ...• .. _ -.. _ _....r►...; - ~ . f� '�..•�•. . ...a +i•�:••�..�a� .r •. - ++aw � �°i•'i 1 ,.iJ .c .i. +...•..r.. - t , r. ., I' a v • y.,,,.. 4'. A..K •!'' M. .w ,v • ..r, _' ... ,. . r :• - HOtDOWNS AND ANCHOR BOLTS ' EAR PANEL W /22- 10d =,�i 11 PSON LSTA30 STRAP TIE EACH SIDE OF SH L •114 • N_5 USE SIM R JOIST I it • NAILS IN TRIM STUDS ABOVE AND BELOW FLOOR AND IN IM '^ 1 . (22 -10d- TOTAL) t pow. 1MPSOK 4b r • .SCH EDU LE SH EAR W ALL • • � Y BOB NOTE5 ' * %.I EA714 I IV G �5'T�t�1 - 5 _ PLATF , • •` •. (EAR S.H�AR �""'- LBS RAID ..>J.�I L� .. ST..APLE� WA LL FSTUR GF-N -1•�L ANC N. A p R10R. WALLS .1 IM WALLS fCG ER L '•�d a0LT5 \ • Mk. �F�. G AGF S G. SPCG 2 _ '� .SIZE 5Fc G 5PC \ ' S I MP50N , PLY= 055. GW B P-LYn 055 GWB Y L iN ,� MPs01J �r c MS 3� • Mot) N D65 FIELD LGTH AES FI E L ,L 5 Tk 30 � ' - � . 1UDOD t 0. .4 IN. 1N. 04. .N• Ill. l� �, �. • IN. IN IN• _1N.._ .1�. IN• 5 _ �•' G r � � / � i�jl � . ...:.•.�.,..:... l716 Y.3 2 16 �1 S' 1111 til(o - • O B 254 r ' l �o ��1 Wo _ 1 q 1 & I 15 t (o /' 4 N7 AAAM F 449 A 9c .. / - • t - - • �► (� 16x12 f BEDROOM M8 1110 M. 51tjAl .' I i l 4• M S•T'A NTH $ N2 1,L9 X111 , -•- A-i 15/A 7 1 2C� i ' t��l L l �3 2 {' J 51 Ono N r i l N 9 N16 1 _ /^ i5 .5 %23(a 1 16 v 6 • 1 - } • -. .... __.._ R _S_ _T_'0.�4_Y. SHeA�_ ?� A.LL l_0 -1-D- WAILP.L_�4 J11__ MSTA3& „• ° - LATERAL 'FORCE NOT SHEAR WALL CONSTRUCTION ES ,,. , ,• t' 1 • = • � •� ,. • 7/16 " OSB ONE FACE,.. • SHEATH SHEAR WALL W/15/32" CDX PLYWD OR . •. ; N_1 , BLOCKED, W /ed NAILS. AT 6 O.C. OR 15 GA. X 1 1/2 STAPLES AT 6" O.C. AT PANEL EDGES Atc. WALL -PIER BOUNDARIES, AND 12 0. ' IN FIELD OF PANEL ' t 32 CDX PLYWD OR 7/ 16 .. OSB ONE FACE, • N 2 SHEATH SHR WALL W/15/ • . _ EA 4'' O. C . OR 15 GA. X 1 1 /2" STAPLES AT LOCKED, W /8d NAILS AT - L_ rs�`� r� �•: a BOUNDARIES, AND 12 O.C. - ___ • - 3 r. O . C . AT PANEL EDGES AND WA LL--PI ER �`- IN FIELD OF PANEL . , • . '` r'5 iv ' 14,' yr •, �- • • � • , FACE ,� . s • ONE _. CPX PL � L. OR 7/16 OSB, + .,,. . N_ SHEAR WALL W/15/34. S IMC'SON 3 SHEATH SHE . , T PANEL EDGES AND WALL -PIER I ~ _ "L • O r , BLOCKED, W /8d NAILS AT 3 . C �► FAHD42 0 "�'"� + . 'NJ f • _ .Cr•IN FIELD OF PANEL. BEE AL .. BOUNDARIES, AND 1 2 " O � `�'� _' l ot • SILL PLATE ANA ALL STUDS RECEIVING EDGE NAILING 1 +r -,• e 1 ' • aN 4 FO UNDA TI ON _ __ - - - -- "` s -s+- :- no' ._•. ` _ .. 2 1 /2" NET) FROM ABUTTING PANELS SHALL BE A SINGLE 3 NOMINAL MEMBER, OR DBL. 2" NOMIN ".L MEMBERS STITCH- NAILED W /10d AT 6" .. ' NAILING 4F r'•ANEL EDGES IN 3' NOMINAL MEMBERS M �6e• NOT O.C. , STAGGERED. --- , • '" LING OF ABUTTING PANEL EDGES AT DBL. �� • SHALL BE STAGGE f7 NA.7 - _ • RE EAC MEMBER • *• � a �� ^!i 50.4 � - - � :.,o i \ ~ ....:.•_._... , • �: r• 2 ,. NOMINAL MEMBERS SHALL 'E� STAGGERED - 3 /a" IN H 2X (� ��av r H ` M AX . SwKA • WHERE 3 INCH NOMINAL SOLE P'_ATES ARE USED, SOLE PLATE NAILING N ... FIPAH022 !�=' SHALL BE WITH 30d BOX NP.rLS AT SPACING SHOWN IN THE SHE WALL + ccr�rc 1 Q>ax.c SCHEDULE. WHERE DBL . 2 INCH tvOMINAL SOLE 7 ' PLATES ARE USED. THE '� ., � � x � � . ! '• �� • . t M 5DN 1 ' ATE MAY 8E INSTALL ED SEPARATELY AND NAILED WITH 16d BOX t BOTTOM PL �..1 pAH D42 NAILS rT SPACING SHOWN IN SHEAR WALL SCHEDULE. THE FRAMED WALL h } , MAY THEN BE ERECTED ON THE BOTTOM PLATE WITH STITCH- NAILING AS 11 sxs• - • :••o 11 Y J r .,.• .ror K SPECIFIED ABOVE. OTHERWISE:,, 40d BOX NAILS MUST BE USED IN DBL•• T 1 r • t r / '• s' 4 My. 2 X PLATES. — • _ ,•+, soup co^c o: r . -... , M•T'SO tJ � _ •�,•�,. 4 H.W. • ' - PAH D42 ;a 12' 1 - . S ' , • �.•�• I' PSON MSTA3fi STRAP TIE EACH SIDE OF SHEAR PANEL W /26 - 10d ; >�IPAHD22 _ 11 �•= � ^, CsE� • k N_6 USE S-,JI - I JOIST ; � � f A0 '' • '•'a'� .IN TRIM STUDS ABOVE AND BELOW FLOOR AND IN RIM t ` "`� • (-26 -;..0d TOTAL) • - `�` ' :may TIE EACH SIDE OF SHEAR PANEL W /40 -16d - `' ' ' II If • _ * N` ' ;llS'E`'SIMPSON' ST6236 STRAP r '� r _ 'NAILS IN TRIM STUDS ABOVE AND BELOW FLOOR AND IN RIM JOIST 1 �; a �4.. '• a 11` - •• , . , • (40-16d TOTAL) - • ' i � 11 11 •, . ' � • . . _ D 2 STRAP TIE EACH SIDE OF SHEAR PANEL W16--16d • - N 8 USE SIMPSON PAH 4 RIM JOIST. F�� �'" NAILS IN TRIM STUDS ABOVE AND BELOW FLOOR -AN IN • • , • . .4 r (16-16d TOTAL) ... _ • • • • ^ 1���MQ� i K r _ _... t g6CEl11Ep 4' CITY OF TUKWXA ••tN 9 USE SIMPSON HPAHD22 STRAP TIE EACH SIDE OF SHEAR PANEL W /23 - 15d 4* P .. - `'x • NAILS IN TRIM STUDS ABOVE AND BELOW FLOOR AND IN RIM JOIST - vE'. 0�� ,r4 11I,I jD I�y � 'S f-r�4 1 ! , Nov R �C) * ' • (23 -16d TOTAL) 0 ' EMBEDMENT AT . " '. '-HOR BOLTS W / 7 " MINIMUM S ,,,/� P6AI�iT CENTER • 0 INSTALL 1,�2 DIA. X 10 4N ~' — 1 .0 1 2 BEARING PLATE 4.1 - 0" MAXIMUM O.C. INSTAL -L W1141 SIMPSON BP / �� •' �'��: _. WASHER. - WASHER DIMENSIGVS 22 X' 2 X 3/ 1 Q f r G `� G O Y :. T� i • . . t/ 4 i . • •• " NIMUM EMBEDMENT AT �� - :�:�:• N 11 INSTALL 1 DIA. X 10 ANCHOR BOLTS W/7 MI Q , ' _ " C • INSTALL WITH SIMPSON BP 1/2 BEARING PLATE •" 3 0 MAXIMUM O. _ ` • WASHER. -S DIMENSION 16" Q/ Pt. A l 5 5EfOW�4 AIR -E REVEIR5 d� r_ �'t;fs r . ' �� 5 O� SSEET•S 3 AAID ~ - . 'HORIZONTAL DIAPHRAGMS •- ' •. _ R. 0 A GT'��'L �GO�t/S77?UcTioAt W I L.L 5E �, r '• E�RES * •" t •. . N 12 _ ROOF DIAPHRAGM . s_ 7 j' 6" OSQ UNBLOCKED, W /ed NAILS AT 6" i / ACG''OADA WITH SHCEXS 9 �4-- y * . • f • , ,, USE 15/32 :• P4V OR 1, 1 , - ,+ O.C. OR 1.6 GA. X 1 1 /2" S t'APLES AT 6" O. C . AT PANEL EDGES AND •. !�: - DIAPHRAGM BOUNDARIES AND 12" O.C. IN FIELD. ~' . N-13 FLOOR DIAPHRAGM . l �/ ��� . L G PLYWOOD, UNBLOCKED, W /10d NAILS AT 6 O.C. AT RE,�IDEN 47 Z( II ' ...�_._. 1 4?7NL USE 3/4 T • PANEL EDGES AND 10" O.C. IN FIELD. GLUE WITH DAP4000 GLUE WITH t7ENNEY ENGINEERING, INC. 7�UK'wm_ WA ' W-1/4" OIA. BEADS AT PANEL EDGES AND (1 )•-1 /4" DIA. X 12" BEAD • 4 " O . G . I N F I r LD . � 38869 191st Ave. SE ��•a' � O�� � sir otgwv� er � f� A T 2 . .i Aubun, Washington 9809 ours: l D 'D • ,; °2 d .' . Phone & Fax (253)939- ' J5- SfHEDUL P d LA75R,41. FORCe RAI' ) Ltod ' Q. of wq etc Sfru�turai En�neera�g Services "'_.'_a.... OR/aWNQ INIINIIEI WPM of omo , r ..... • i • - 9 400D 0 _ OP r • r i. i :• - HOtDOWNS AND ANCHOR BOLTS ' EAR PANEL W /22- 10d =,�i 11 PSON LSTA30 STRAP TIE EACH SIDE OF SH L •114 • N_5 USE SIM R JOIST I it • NAILS IN TRIM STUDS ABOVE AND BELOW FLOOR AND IN IM '^ 1 . (22 -10d- TOTAL) t pow. 1MPSOK 4b r • .SCH EDU LE SH EAR W ALL • • � Y BOB NOTE5 ' * %.I EA714 I IV G �5'T�t�1 - 5 _ PLATF , • •` •. (EAR S.H�AR �""'- LBS RAID ..>J.�I L� .. ST..APLE� WA LL FSTUR GF-N -1•�L ANC N. A p R10R. WALLS .1 IM WALLS fCG ER L '•�d a0LT5 \ • Mk. �F�. G AGF S G. SPCG 2 _ '� .SIZE 5Fc G 5PC \ ' S I MP50N , PLY= 055. GW B P-LYn 055 GWB Y L iN ,� MPs01J �r c MS 3� • Mot) N D65 FIELD LGTH AES FI E L ,L 5 Tk 30 � ' - � . 1UDOD t 0. .4 IN. 1N. 04. .N• Ill. l� �, �. • IN. IN IN• _1N.._ .1�. IN• 5 _ �•' G r � � / � i�jl � . ...:.•.�.,..:... l716 Y.3 2 16 �1 S' 1111 til(o - • O B 254 r ' l �o ��1 Wo _ 1 q 1 & I 15 t (o /' 4 N7 AAAM F 449 A 9c .. / - • t - - • �► (� 16x12 f BEDROOM M8 1110 M. 51tjAl .' I i l 4• M S•T'A NTH $ N2 1,L9 X111 , -•- A-i 15/A 7 1 2C� i ' t��l L l �3 2 {' J 51 Ono N r i l N 9 N16 1 _ /^ i5 .5 %23(a 1 16 v 6 • 1 - } • -. .... __.._ R _S_ _T_'0.�4_Y. SHeA�_ ?� A.LL l_0 -1-D- WAILP.L_�4 J11__ MSTA3& „• ° - LATERAL 'FORCE NOT SHEAR WALL CONSTRUCTION ES ,,. , ,• t' 1 • = • � •� ,. • 7/16 " OSB ONE FACE,.. • SHEATH SHEAR WALL W/15/32" CDX PLYWD OR . •. ; N_1 , BLOCKED, W /ed NAILS. AT 6 O.C. OR 15 GA. X 1 1/2 STAPLES AT 6" O.C. AT PANEL EDGES Atc. WALL -PIER BOUNDARIES, AND 12 0. ' IN FIELD OF PANEL ' t 32 CDX PLYWD OR 7/ 16 .. OSB ONE FACE, • N 2 SHEATH SHR WALL W/15/ • . _ EA 4'' O. C . OR 15 GA. X 1 1 /2" STAPLES AT LOCKED, W /8d NAILS AT - L_ rs�`� r� �•: a BOUNDARIES, AND 12 O.C. - ___ • - 3 r. O . C . AT PANEL EDGES AND WA LL--PI ER �`- IN FIELD OF PANEL . , • . '` r'5 iv ' 14,' yr •, �- • • � • , FACE ,� . s • ONE _. CPX PL � L. OR 7/16 OSB, + .,,. . N_ SHEAR WALL W/15/34. S IMC'SON 3 SHEATH SHE . , T PANEL EDGES AND WALL -PIER I ~ _ "L • O r , BLOCKED, W /8d NAILS AT 3 . C �► FAHD42 0 "�'"� + . 'NJ f • _ .Cr•IN FIELD OF PANEL. BEE AL .. BOUNDARIES, AND 1 2 " O � `�'� _' l ot • SILL PLATE ANA ALL STUDS RECEIVING EDGE NAILING 1 +r -,• e 1 ' • aN 4 FO UNDA TI ON _ __ - - - -- "` s -s+- :- no' ._•. ` _ .. 2 1 /2" NET) FROM ABUTTING PANELS SHALL BE A SINGLE 3 NOMINAL MEMBER, OR DBL. 2" NOMIN ".L MEMBERS STITCH- NAILED W /10d AT 6" .. ' NAILING 4F r'•ANEL EDGES IN 3' NOMINAL MEMBERS M �6e• NOT O.C. , STAGGERED. --- , • '" LING OF ABUTTING PANEL EDGES AT DBL. �� • SHALL BE STAGGE f7 NA.7 - _ • RE EAC MEMBER • *• � a �� ^!i 50.4 � - - � :.,o i \ ~ ....:.•_._... , • �: r• 2 ,. NOMINAL MEMBERS SHALL 'E� STAGGERED - 3 /a" IN H 2X (� ��av r H ` M AX . SwKA • WHERE 3 INCH NOMINAL SOLE P'_ATES ARE USED, SOLE PLATE NAILING N ... FIPAH022 !�=' SHALL BE WITH 30d BOX NP.rLS AT SPACING SHOWN IN THE SHE WALL + ccr�rc 1 Q>ax.c SCHEDULE. WHERE DBL . 2 INCH tvOMINAL SOLE 7 ' PLATES ARE USED. THE '� ., � � x � � . ! '• �� • . t M 5DN 1 ' ATE MAY 8E INSTALL ED SEPARATELY AND NAILED WITH 16d BOX t BOTTOM PL �..1 pAH D42 NAILS rT SPACING SHOWN IN SHEAR WALL SCHEDULE. THE FRAMED WALL h } , MAY THEN BE ERECTED ON THE BOTTOM PLATE WITH STITCH- NAILING AS 11 sxs• - • :••o 11 Y J r .,.• .ror K SPECIFIED ABOVE. OTHERWISE:,, 40d BOX NAILS MUST BE USED IN DBL•• T 1 r • t r / '• s' 4 My. 2 X PLATES. — • _ ,•+, soup co^c o: r . -... , M•T'SO tJ � _ •�,•�,. 4 H.W. • ' - PAH D42 ;a 12' 1 - . S ' , • �.•�• I' PSON MSTA3fi STRAP TIE EACH SIDE OF SHEAR PANEL W /26 - 10d ; >�IPAHD22 _ 11 �•= � ^, CsE� • k N_6 USE S-,JI - I JOIST ; � � f A0 '' • '•'a'� .IN TRIM STUDS ABOVE AND BELOW FLOOR AND IN RIM t ` "`� • (-26 -;..0d TOTAL) • - `�` ' :may TIE EACH SIDE OF SHEAR PANEL W /40 -16d - `' ' ' II If • _ * N` ' ;llS'E`'SIMPSON' ST6236 STRAP r '� r _ 'NAILS IN TRIM STUDS ABOVE AND BELOW FLOOR AND IN RIM JOIST 1 �; a �4.. '• a 11` - •• , . , • (40-16d TOTAL) - • ' i � 11 11 •, . ' � • . . _ D 2 STRAP TIE EACH SIDE OF SHEAR PANEL W16--16d • - N 8 USE SIMPSON PAH 4 RIM JOIST. F�� �'" NAILS IN TRIM STUDS ABOVE AND BELOW FLOOR -AN IN • • , • . .4 r (16-16d TOTAL) ... _ • • • • ^ 1���MQ� i K r _ _... t g6CEl11Ep 4' CITY OF TUKWXA ••tN 9 USE SIMPSON HPAHD22 STRAP TIE EACH SIDE OF SHEAR PANEL W /23 - 15d 4* P .. - `'x • NAILS IN TRIM STUDS ABOVE AND BELOW FLOOR AND IN RIM JOIST - vE'. 0�� ,r4 11I,I jD I�y � 'S f-r�4 1 ! , Nov R �C) * ' • (23 -16d TOTAL) 0 ' EMBEDMENT AT . " '. '-HOR BOLTS W / 7 " MINIMUM S ,,,/� P6AI�iT CENTER • 0 INSTALL 1,�2 DIA. X 10 4N ~' — 1 .0 1 2 BEARING PLATE 4.1 - 0" MAXIMUM O.C. INSTAL -L W1141 SIMPSON BP / �� •' �'��: _. WASHER. - WASHER DIMENSIGVS 22 X' 2 X 3/ 1 Q f r G `� G O Y :. T� i • . . t/ 4 i . • •• " NIMUM EMBEDMENT AT �� - :�:�:• N 11 INSTALL 1 DIA. X 10 ANCHOR BOLTS W/7 MI Q , ' _ " C • INSTALL WITH SIMPSON BP 1/2 BEARING PLATE •" 3 0 MAXIMUM O. _ ` • WASHER. -S DIMENSION 16" Q/ Pt. A l 5 5EfOW�4 AIR -E REVEIR5 d� r_ �'t;fs r . ' �� 5 O� SSEET•S 3 AAID ~ - . 'HORIZONTAL DIAPHRAGMS •- ' •. _ R. 0 A GT'��'L �GO�t/S77?UcTioAt W I L.L 5E �, r '• E�RES * •" t •. . N 12 _ ROOF DIAPHRAGM . s_ 7 j' 6" OSQ UNBLOCKED, W /ed NAILS AT 6" i / ACG''OADA WITH SHCEXS 9 �4-- y * . • f • , ,, USE 15/32 :• P4V OR 1, 1 , - ,+ O.C. OR 1.6 GA. X 1 1 /2" S t'APLES AT 6" O. C . AT PANEL EDGES AND •. !�: - DIAPHRAGM BOUNDARIES AND 12" O.C. IN FIELD. ~' . N-13 FLOOR DIAPHRAGM . l �/ ��� . L G PLYWOOD, UNBLOCKED, W /10d NAILS AT 6 O.C. AT RE,�IDEN 47 Z( II ' ...�_._. 1 4?7NL USE 3/4 T • PANEL EDGES AND 10" O.C. IN FIELD. GLUE WITH DAP4000 GLUE WITH t7ENNEY ENGINEERING, INC. 7�UK'wm_ WA ' W-1/4" OIA. BEADS AT PANEL EDGES AND (1 )•-1 /4" DIA. X 12" BEAD • 4 " O . G . I N F I r LD . � 38869 191st Ave. SE ��•a' � O�� � sir otgwv� er � f� A T 2 . .i Aubun, Washington 9809 ours: l D 'D • ,; °2 d .' . Phone & Fax (253)939- ' J5- SfHEDUL P d LA75R,41. FORCe RAI' ) Ltod ' Q. of wq etc Sfru�turai En�neera�g Services "'_.'_a.... OR/aWNQ INIINIIEI WPM of omo , r ..... • i • - 9 400D 0 _ OP r