Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D01-232 - RAM SHORT PLAT - LOT 2
LOT #2 HARDEEP SINGH 13421 48 AV S D01 -232 Parcel No.: 2613200021 Address: 13421 48 AV S TUKW Suite No: Tenant: Name: Address: doc: Devperm City of 'i ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Owner: Name: RAM SANTOKH Address: 4241 S 182 ST, SEA TAC WA Contact Person: Name: RAM SHORT PLAT - LOT #2 Address: Contractor: Name: H S HOMES & DEVELOPMENT INC Address: 224 S 152 ST #45, BURIEN WA Contractor License No: HSHOMDI043D7 Public Works Activities: DEVELOPMENT PERMIT D01 -232 Permit Number: D01 -232 Issue Date: 12/11/2001 Permit Expires On: 06/09/2002 Phone: 206 243 -3023 Phone: Phone: (206)261 -7657 Expiration Date: 12/04/2003 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,388 SQ FT SINGLE FAMILY RESIDENCE, 400 SQ FT ATTACHED GARAGE AND 40 SQ FT OF COVERED DECK AERA. PUBLIC WORKS ACTIVITIES INCLUDE: STORM DRAINAGE AND LAND ALTERING. Value of Construction: $213,628.40 Fees Collected: $2,814.55 Type of Fire Protection: NA Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0007 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 116 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N Water Meter: Channelization / Striping: ** Continued Next Page ** Printed: 12 -11 -2001 �t::iztiiw.w� .aani.•rtu:tilwL.++`. -w�..: aV'ri:.i'; V.:>'iR }4n�:{r�A�.Z:i.,I,;. ,Pav City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Signature: Print Name: doc: Devperm Date: I hereby certify that I have read and examined h s 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. Date: /21/j 67 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. D01 -232 Printed: 12 -11 -2001 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2613200021 Permit Number: DO1-232 Q Address: 1342148 AV S TUKW Issue Date: 12/11/2001 1_-. z Suite No: Permit Expires On: 03/01/2004 r ill , . J oo Tenant: = cn o Name: RAM SHORT PLAT - LOT #2 w = Address: , ' Owner: W O Name: RAM SANTOKH Phone: 206 243 -3023 g 5 Address: 4241 S 182 ST, SEA TAC WA U- < = el Contact Person: w H Name: HARRY SINGH Phone: 206 261 -7657 ? Address: 222 S 152 ST, #22, SEATTLE WA z 0 Ili iii Contractor: n 0 � o Name: H S HOMES & DEVELOPMENT INC Phone: (206)261 -7657 0 cn Address: 224 S 152 ST #45, BURIEN WA o F- • Contractor License No: HSHOMDI043D7 Expiration Date: 12/04/2003 = ui I— U DESCRIPTION OF WORK: u- 0 O CONSTRUCTION OF A NEW 2,388 SQ FT SINGLE FAMILY RESIDENCE, 400 SQ FT ATTACHED GARAGE AND 40 SQ FT tii Z OF COVERED DECK AERA. PUBLIC WORKS ACTIVITIES INCLUDE: STORM DRAINAGE AND LAND ALTERING. U C O Value of Construction: $ $213,628.40 Fees Collected: $2,814.55 Type of Fire Protection: NA Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0007 Public Works Activities: Channelization / Striping: 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 116 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Storm Drainage: Y Street Use: N Profit: ?? Water Main Extension: N Private: N Water Meter: doc: Devperm DEVELOPMENT PERMIT D01 -232 Public: N Non - Profit: ?? Public: N FILE COPY Printed: 12 -05 -2003 Z doc: Devperm City of Tukwila The granting of this permi does, regulating constr an Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Q -r. , -c..% � 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. D01 -232 Date: /2 —5 presume to give authority to violate or cancel the provisions of any other state or local laws mance of work. I am authorized to sign and obtain this development ermi j p Signature: ,- / L Date: lv°Z � Print Name: c � � G � / / / 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. Printed: 12 -05 -2003 'rar.u,lduilrol + *! 1,4 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2613200021 Address: 13421 48 AV S TUKW Suite No: Tenant: 1: TEN FOOT REAR YARD SETBACK IS TO BE MEASURED FROM THE UPPER FLOOR, NOT FOUNDATION DUE TO OVERHANG. 2: * ** Hauling over 50 cy shall require application for a Hauling Permit prior to any associated activity. 3: The Land Altering Permit fee is based upon an estimated 116 cy of cut. The site plan shows no fill. 4: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 5: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 6: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 7: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 8: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296 - 4722). 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: All wood to remain in placed concrete shall be treated wood. 11: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 12: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248- 6630). 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: All mechanical work shall be under separate permit issued by the City of Tukwila. 15: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 16: ** *FIRE DEPARTMENT CONDITIONS * ** 17: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 18: For short plat development (four single family homes or less), hydrants shallbe placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #1692) 19: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. (City Ordinance #1692) 20: In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrants exceeds 250 feet. doc: Conditions PERMIT CONDITIONS D01 -232 Permit Number: D01 -232 Status: ISSUED Applied Date: 07/31/2001 Issue Date: 12/11/2001 Printed: 12 -11 -2001 �:G'h� t:,„s... � w., h' tfi.l �; �✓: �> "Y'ii.��::r.`�t "r,� t5 21: Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. 22: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 23: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 24: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 25: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 26: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: THESE PLANS WERE REVIEWED BY INSPECTOR 510. IF YOU HAVE ANY QUESTIONS, PLEASE CALL THE TUKWILA FIRE PREVENTION BUREAU AT (206)575 -4407. 28: CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILTIY INSPECTOR MR. GREG VILLANUEVA CO (206)433 -0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. 29: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of five feet. 30: 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. IMMEDIATELY FOLLOWING STORMS. 31: 32: 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. 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. G 'a ) 1 /A)// Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D01 -232 Date: ` /// / Printed: 12 -11 -2001 ' z: A: i`<: tsic°: tr?:` rw� w•i�.rrrn:aita Parcel No.: 2613200021 Address: 1342148 AV S TUKW Suite No: Tenant: RAM SHORT PLAT - LOT #2 1: TEN FOOT REAR YARD SETBACK IS TO BE MEASURED FROM THE UPPER FLOOR, NOT FOUNDATION DUE TO OVERHANG. 2: * ** Hauling over 50 cy shall require application for a Hauling Permit prior to any associated activity. 3: The Land Altering Permit fee is based upon an estimated 116 cy of cut. The site plan shows no fill. 4: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 5: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 6: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 7: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 8: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: All wood to remain in placed concrete shall be treated wood. 11: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 12: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248- 6630). 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: All mechanical work shall be under separate permit issued by the City of Tukwila. 15: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 16: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Conditions City of Tukwila L Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 9818 PERMIT CONDITIONS D01 -232 VOW 1 44141 -3670 z Permit Number: D01 -232 i- Status: ISSUED w re Applied Date: 07/31/2001 0 Issue Date: 12/11/2001 -J 0 0 ill u- ¢ d = w I— _. zF.- f-0 Z ~ 2 U 0 O 5 , O H w w • U - _ w U- O C O F z Printed: 12 -05 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 17: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 18: For short plat development (four single family homes or less), hydrants shallbe placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #1692) 19: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. (City Ordinance #1692) 20: In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrants exceeds 250 feet. 21: Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. 22: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 23: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 24: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 25: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 26: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 27: THESE PLANS WERE REVIEWED BY INSPECTOR 510. IF YOU HAVE ANY QUESTIONS, PLEASE CALL THE TUKWILA FIRE PREVENTION BUREAU AT (206)575 -4407. 28: CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILTIY INSPECTOR MR. GREG VILLANUEVA @ (206)433 -0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. 29: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of five feet. 30: 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. IMMEDIATELY FOLLOWING STORMS. 31: doc: Conditions D01 -232 Printed: 12 -05 -2003 ' %CY T.. -. Signature: Print. Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 32: 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. 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 g vi a uthority to violate or cancel the provision of any other work or local laws regulating constructio r th - p - rformance •of w • rk. SgArT-5kli D01 -232 Printed: 12 -05 -2003 Project Nam enapt: , ?nom g � Type of work: A New Single- Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) 7 I 5 Deck(s) - Covered & Uncovered ❑ Residential Reroof Valuf,C ont tion: e�g Site Addres City State /Zip: Tax Parc Number: '- )G,d_ 26( U/ Property Owner: '� /� � �/i 1 hop Pho J GCS,?6 , E6/-76,5 7- Street Address: z � • ,/ sf- 96 State/Zip: City : 6/i e/L>? Fax #: 2-e Contractor: * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Phone: Z '/ 2d/ 76,_77' Street Address: City State /Zip: Fax #: Architect:, ? / /�'7 q7 U 77E€4n/ 4w' f 2/ 9 VfV I Phone: A 2'' 7 -S ? '2 Street Address: City State /Zip: Fax #: Engineer: P.* Phone E— 5- 19---7 / /; /T /V` --- 7yfq/C G-6 Street Address: City State /Zip: Fax #: Contact Person: /_ (A cid./ Phone: 6 „... „ 7 67.. .... 76 . G Street Address: / City State /Zip: Fax #_ Z- ei C(_ f 7 L, Description of work to be done: //vQ� izih a/ . /6W /e /17C -- Type of work: A New Single- Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) 7 I 5 Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 'RI Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck _ P aced New Square Footage: 0 sq. ft. Dwelling . sq. ft. Covered Deck(s) 4 9 6 - 0 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) *For AAc ssspry dwelling, provide the following: .77 /$ 3 /Lot area Floor area of principal dwelling Floor area of accessory dwelling * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TU'F "tVILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 -- • R STAFF USE ONLY Project Number: Permit Number: Single - Family Residential Permit Application Application and plans must be complete in order to he accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed 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 ex- pire 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. Date application accepted: Date application expires: -3/- Application by: (initials) PLEASE SIGN BACK OF APPLIC £ TION FORM SFPERMIT.DOC 2/13/97 BUILDING O ER OR AUT!-JIZED AGENT: Signature: G .- Date: Print name: Phone: Fax #: Address: City /State /Zip: ALL SINGLE-FAMILY RESIDENT/A EmMIT APPLICATIONS MUST SE MITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. El El Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ El King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: El El Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ . ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) El ❑ Building height Building cross - section Structural framing plans and details necessary to completely describe construction Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. El ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ El If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. El ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. 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. SI'I'ERMIT.DOC 2/13/97 * *. *4 * * *. ;lc ro1 * .44; * *** '4t9. *k *:* * * " * ** * * * *. *.fit ar * * * " * * * *.. T U 'I(.NI1'A• 141 TR.(NSMI T., * * * '.* * *Sl ** * * * ** * * ** . * *****.** * * **at{c** *7 ;N. * *+t * * **'** * * * **i Mumbpr. 110.100977 Amotxnii 554.94.07,'31'/01 13:27 if t 'nda. CHECK .Nota:tion: HS . 4-10MES & 0EV it;; SKS roil No DOi : a32' Type. DEVPEkM DEVELOPMENT PERMIT paree 'l :No: 261.3'20 -002 S i t: Address. :13423 48 AV S Total Fee p 1,413 „19 Tl7�s 9,1001i ;5 4.94 Total ALL Pmts: 55.4.94 Balance... 1 * �F *1% * **- *.“,v*` **,k * * * *4.*� -44rit 1k *,h'ir * * * ** * * * * **** * * * ** I * * * *A *i 11ic *** � Account ''Cede Description. . Amount: ,/:3,45'.'036-• Pl.AN. CHECK -. RES 554.94 Parcel No 2613200021 Address: 13421 48 AV S TUKW Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: doc: Receipt Current Pmts BUILDING - RES INSP FEE - STORM DRAIN LAND ALTERING PERMIT FEE LAND ALTERING PLAN CHECK PLAN CHECK - RES PLAN CHECK - UTILITY STATE BUILDING SURCHARGE City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 RECEIPT Description Account Code 000/322.100 412/342.400 000/322.100 000/345.830 000/345.830 000/345.830 000/386.904 Permit Number: D01-232 Status: APPROVED Applied Date: 07/31/2001 Issue Date: 1,632.15 15.00 54.50 37.50 505.96 10.00 4.50 Total: 2,259.61 16-51 12/12 9716 TOTAL 6962.40 Printed: 12-11-2001 R010001537 Payment Amount: 2,259.61 u- < SKS Payment Date: 12/11/2001 02:02 PM E a I 1165 Balance: $0.00 +-a H S HOMES AND DEVELOPMENT INC 2 n; .p 0: ,...., co , 1:11--:. • . Type Method Description . Amount i- 2 : rr _ . ,Payment Check 3184 2,259.61 . ..— CY .....Z ." ILI I4 0 — . r I .- i .,. . . 0 Z COMMENTS: �i�' ' • �.'i1 l Pk/ TY IP speC.� Gc --•f'. erw,1 Co t-e}4 . re 112 . Date Called: I . 5 Ie / 4 �. Special Instructions: i 1 V A) (4 em,-, is , I C IL -a �- it k4•1 Requesters 1 Phone No' .a-0 62 - ;37 / ---3_,? c( / tv- Pi (- 0 -.2-o. sio ProI, �i�' ' • �.'i1 l Pk/ TY IP speC.� Gc --•f'. Ad re 112 . Date Called: I . 5 Ie / 4 �. Special Instructions: i 1 V A) (4 em,-, is , I Date Wanted: f D '7 n ( , S p.m. Requesters 1 Phone No' .a-0 62 - ;37 / ---3_,? c( / INSPECTION NO. IN -Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER 06 431 -3670 El Corrections required prior to approval. Inspector Date: 5 _ __ 041 U $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: ..; �{: �. r.••� y`a'•v21ni.�u?urdi9;i'1��.1 :r..Ai a�(; �,`� %uk.i:�"+ c•;1k= .::�a's ; ::ri }c:KC „t ✓`h°a'u ,2x:5.6' .i i ..4 trF Pro' t: A` A C 2 w S \)r � Type of Inspection: � �`aw,t rt A dress: /( Date Called: Special Instructions: Date Wanted: a. Requester: Phone No: ' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector"' /hit INSPECTION RECORD Retain a copy with permit PE" N• � 'I' j (216)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: C' OV�f C- '4fPnn - L f'1 COMO-AI' Date: U 4-1 0 $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: 3 1ri1 1 4r.Y 1. l, .,,r3 '.h'. � •S... 1o.l.r .: r. Z • Ire aa 0: UO mo U) W H- N O w • 0} u_ ? Z = F-. I-- 0 Z I- LL! p :01- w ui H O. U. ~O • ..Z O — O ~ ° Z COMMENTS: 1 ) i v c s_ v ct I I 1 \ ti 00) 1Sd C raw\ Sfor.e V-rvvk-s CA ef re) 0-,A S '- v-Pr 2.- .) S 14, . 1(1 \ J SeveP" 1 V\ r VYA lA1 Address: L. eZ /3 q 1 2- /S telv 3 . 1 .snar-iz, --\--0. rover t v\$-■ y-e, d■ A ./. 1 ° r'eG • -- V--Ptirqw -1, 0 !A4 C\ (C MACre4 Li )( OA 6Cgu p.m. S k A c;C\ C VCA uL.. Li.) PC VtA ( -P ki) d Ye_ u. ha \ \ (WA f'AV ut ‘ . ,_ \'\ 00 4,4 tAlat tl (a.) 1\54 t 1/...P"CAA\• SA-YC p SPA 0+ r cc 1 Loot,. C onr 7) T A 5 dt Ind* LOOrk Project: • i - i - 64 - 41 Shy? PIA 7-- Type of Inspection; y e--1A174)( Address: L. eZ /3 q 1 2- /S telv 3 . Date Called: ./. Special Instructions: sg k X rh Date • Wanted — (2:M1 6Cgu p.m. Requester: cif) 1T hone No ..' c3.0 (o — Z 7 ) —3 / IO INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 El Approved per applicable codes. 3 ( 0 ( ) P INSPECTION RECORD Retain a copy with permit B0.1-232 (206)431-3670 Corrections required prior to approval. Inspector: e Date: 2_ 11_ 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: ',Y Zttra..V4)42;4104,1...' 1; COMMENTS: ..) c- r-e 9 u t r-erl a+ qa re, ti-e I h0 “3 C100 r . ) - W6 t/I (j' V)r (164 er q 1 Y vn COVkA41 ri \l'ek( w\-\--Ir .1? ‘\ v-rt rA p p f Ov4,1 ?Uvr■W 10 .) yvv'irte viorp oz c ,k • ' Gq c VI iNc T>Pr Vv“ i , I - 1 Yvn 1 cifproVa I Phone No: ?p i 1 1.) Meckci v. t rti( 1 4!‘ ( t ryA . 0 sre9 t) t rent rib/oval . Projw: Yo 141 S I\Olt ....y 1 cli ) Type of Inspection: .... rl ry I Address: 2._ 1 Liii A, 5 Date Called: 2 H 1-0'41 Special Instructions: Date Wanted: a.m. P.m. Requester: Phone No: INSPECTION NO. c, INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 El Approved per applicable codes. _ b01-0)32, PE T O. (206)431-3670 Corrections required prior to approval. Inspector: - Date: 4- 1 I () $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: • • ' ',V • 1:41,,,i4,14 COMMENTS: 1 ." 11 ni.- tow ■ 5 A,c. f) t'r c\-P dL S4G r s Address: \3 3-1 C \r)u). t 2 . L I O p' r 1 ! q v\ (4 ► h ( Al -� � S ,M &4 d o C. SA 4 'S lek a Special Instructions: 1 0 4 .-- 7.0 0 if -Pr 0, G ; �� IVA) �p Date Wanted: l • S t C \ k \ C c } . \,j,a c k a. 4 (- uJ a, i -Y, r.n 1 1n0 0 4(, n r r- PvY\ 0Ut ) Requester: W\6\ -Q u)0 - V" \On 6 r-t \CAy\r`iv‘ 3 . See r-e po ri- 4 L ci --w Phone No: - D V• O+ hA f r s -4- rC) vv\ n t nc 1 +n-P4 r \ v �j.P w�'■ 0 ( . . O la-V et `i rt f o 'i 14 +arc) vv\ SOLI , n -to, r Pro' t: ff j v►lk.Ch � c4 Type of Ins ection: , r avh+r Address: \3 3-1 L 18 Av. S Date Called: 2 - 1� -� — , Special Instructions: Date Wanted: a,m m. Requester: J A Phone No: 211 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit b01 -2-3, (206)431 -3670 C orrections required prior to approval. Inspector: <" Date: 2 _ \ _ 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: �ia�It, �;.JR'.,:.i.�:i..n:'• 1�s.��isnY±i�ci: `�'nSi ? %'E:l.�d _?•.�:�t:..r�'.: K�t"i�y�i.:i�5'i Projecp...., , i Y■ottAr■ l'101l i 14 Z 4 ". Type of Inspection: ' ' .....v■S vkek.s\- i 0"‹ Address: V3 II MR A v S. Date Called: 2-- 11 -0 11 Special Instructions: Date Wanted: n p.m. Requester: .SCI tnn Phone No: 23 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 Approved per applicable codes. ID Corrections required prior to approval. COMMENTS: (2.e\\ gpor o‘t el I I NAC)Or V-.5%..Act-A 1r Inspector. e Date: 2- 11 04 1 Ei $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: 4 'er4f11.1ttit'WSEC: . ,'!" .4 ‘...e 4 r(g,.•• Project: _ k ( - SL - (OF — COf' Type of Inspection: p . fi n. 3-� Address. i (4g Ai, S, Date Called. .p..ic /0 i Specia Date Wanted: c), U a - r m. Requester: � '0 Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. (206)431 -3670 IA Corrections required prior to approval. COMMENTS: / minor r — A / 03- 06, "i/7 ■9 .4 El $47.00 REINSPECT . N FEE REQUIRED. Prior to inspection, fee must be • paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: c . itv..v... vdas:.:. Nt..;i it.•..., ct. u: isa,«.;.. �L:c:- ,d+:.12.ut:'s:nta.oei:•.. Prgja t: AWE S,I-vr\ cZ0 Type of Inspection: , G67. h 4 Address: 1 -y9-1 Ao5 Date Called: 9 — C) Special Inst uctions: Date Wanted: q ` �� � m: Requester: Phone No: .1roA4 INSPECTION NO. INSPECTION RECORD etain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: 9 _ Ej $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 3= � . �: a jeJ:w,>':k�'J,- :r�:�,'.ra::�•'r .,.:�•.r.'�1 X���� ' ,:r•aLis � '."'emu:, �.U�'_�!"; ■ vuMdH: Rin..•::i .:n; tiM�t..cn.�M.a, �i�C. t.t: "'t' ;:t.l i' n:. 4,:tee h: " *, . f, ` t ' R:i3�)>,�f:e,y &kv.,� 1Ga^ 4ii. Y•L.,«Ji�..:ac4T...1.ti,,r,e Pro ct: CC 1 1/1•1 V VP(`\ \ Ott Z. Type of Inspection: - Ilk\Pv nor W`R.11 )100Vd Address: ` )L \ ?-\ S Date Called: q 3_o ____ Specia Ins ions: Date Wanted: 9 ' y C._.a. p . m . Requester: Phone No: r INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 -3670 Approved per applicable codes. INSPECTION RECORD Refain ta�c with permit PERMIT: Corrections required prior to approval. COMMENTS: Inspector $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: to yr`- xi,k't�ik� i;iY.h "r« i? Date: 9 -- . Project Type of Inspection: Address: 1 -tat L 4 5 Date Called: CI-2'03 Special Instructions: Date Wanted: 9_ 3-03 m Requester: SO W\ Phone No: 20(o - _ - - 7 V INSPE ON NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERMI' e. 1 4 j i b 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector:` Date: (Z $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 Q � • W; � J U 00 • 0 0 W = . J I—, U3 o W O • } J u_ j • i a: F- _ . Z I Z ut U �. N . W W `. I . V . - O • w • Z (f) O ~ .Z Project: ,., /42.: .7, "' r Type of Inspection: �� 7 '' 7 - — lLe--„v, • Address: •• A:/ c'- /a / • 4 5 Date Called: d '2-27-693 • Special Instructions: ' ( 4 / Z, �; .i : g.-- 411 �� / G f; / 1( Date Wanted: 7- Z3-05 a.m. p.m. Requester.., y / / . {' / Phone No: 'O 7 `` alo /- 3 7 Al5proved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CI TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 2o/-23Z PERMIT (206)431 -3670 El Corrections required prior to approval... COMMENTS: 1:04- 1, ► ►^r� rol i v `4 S irv," r1 vl / Yl Inspector:` - • Date: ,U 0 S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .......," 9; b`. >'.'h�,..,.,ww3.ta.'t3b:;3:.•.. n.;r:.s,al;',1 2C�!.l':2!.'+RAliv!:.�." .���.�5. ann': sx�U.. .�t.•a .. et��t'•. t+':` ��Rhd ;i ,wtt aN.:� . " - t.'�. ..Cx; {4• 1 -qr .tte l..n: Prod ct: ` 1114. 44 Type of Inspection: Address: / � o r 4 4' , Jam , Date Called: -7 -7 Special Instructions: qS to �s -T- � � l� 72a... " � �,dos5/6Z6 Date Wanted: '_/ �j irk p.m. Requester,. Phone N (020 )— a27/ -- 33 /, Approved per. applicable codes. / INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION ;. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 43 12[Corrections required prior to approval. COMMENTS: � a ru Ga U Loa I t lo��, cl 1k04 v h -Pt A C r 166+ C ' to /a I Ind i.l -e 1004-e use ok v\ U C o f 4-(i ; n �N Inspector: \??:.s.9 Date: -1- ` I '' 03 0 $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: Pr ect: fl Type of I +spgction: Address: t: t 1'f' ,?` ,30 Date Ca e.. """'"`— ‘ . Special Instructions: d V " ' t T '' " '� \ , foss; [ e. Date Wanted: I 7f Requeste - P - one No: INSPECTION RECORD Retain a copy with permit INSPECTION N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Receipt No.: Date: (206)431 -3670 COMMEN, j 4 e ./1 -eee' $47.00 REINSPECTIdN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Corrections required prior to approval. N S N. � ha oxrcr c k ati'a r...fi* SSttit tra tk � L t * . v a + Alook ;v i:. 4;114 ' a + =.y asl�.ri. Pr J ct: , c al Y T rit t LUf Type .Inspection: rro 0103 dre s: r 4 A V s Date -P I RO C3 3 � s �ff��lY' Special Instructions: r Date Wa ted: a.m. RequestQr:i hCt vrt Phone No: i a'ccp — 0 ..7Us INSPECTION NS. 1( �/ INSPECTION RECORD _Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 o. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. El $47.00 REINSPECTI I FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: ! KY? ��' orf Pi n/ - /6/ Type-of Inspection: r n4 Ili Addre AR (.,/ .9f 6 s Date C I le i j Spec al Instructions: /9/C Date Wanted: / 2 Request / a I r V Phone No. (P6' 7W / 7-7 7 COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit INSPECTION I4O� CITY OF TUKWILA BUILDING. DIVISION 6300 Southcenter BlvdA' 100, Tukwila, WA 98188 Approved per applicable codes. 114 Corrections required prior to approval. v14 0,15 41 / PERMIT O. (206)431 -3670 Date ` 3 0 $47.b0 REINSPECTION P E REQUI ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z ~ Z U re U4 JU O 0 N • LLI J F- w u_Q I— W Z F. Z O W uj U O - O F- W W . H H UL O ill Z O /". Z Projec . ` tnn S hOr . 'i' Type of Inspection: Address: A Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable,codes. MS bio INSPECTION RECORD Retain a copy with permit INSPECTION NO." PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 3670 El Corrections required prior to approval. COMMENTS: e ern\tt - 4 rra 1 .r p ro ki-pe/ �L7 - ct no rn Vr Date: s, r) — 1 3 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. nspector; Receipt No.: Date: N. .,.,.,. vi. tn, �i ,.r.,�x�..s, §lL:ii:s.;�;,s�intis ,.�c.iJ... ...,u;;5: ":�Y: Se`,.w ,<k t« F ?�c7.srit.u.• . «4+:h {1 �4a�,x'j;vt�fA`iaht vii .nf:�i�'7i'�',t.�:� +Atr'.UJ�: �.,r.5? ,., r �r4 COMMENTS: 1 /_ ,t / . € / ,'Aif , oy 1., )--k #5 7 ee y iaski- o e, r► /i lette.1 P,.,/ X— — 6 0 7 S I-5 I 4 -4 f Gtt 21 6 6-- ( 4) �J // ,.7 (/, !" Q - Q . / i bi- ✓ ,e � f /.�1i1�..�/ /.mil ci, RQ ,,, 7I-- ,r 7 e_ 0- 7,, -- rati /)i t (97 L /eiti.r f� .ir.K A. 7 4xf li,� � Q 400 Me 2 ` J r 0 ,e,/,, . c ( 9 - s , 4,.g.,,,,, t 0 V t 5M/) ,e,,„7 ,-- , Ad 0k4-- ►1 ra ,,,,m, /44d S Lt12, 1 fILI Ype2 In, _tYrr�/ d s. ate Called. Special Instructions: Date Wanted: / I a.m. ► e C �� Reque r: f t�Q� 2 r ,. I. Pho r) No. &4e aCe - 6057 Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit Del 'a32 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. 14 Corrections required prior to approval. Date G' $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ' � a` �' F i».... z... �' a. �Ft; w'���t:f..dwttcr.�.ee.�....,ru• . Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit Del 'a32 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. 14 Corrections required prior to approval. Date G' $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ' � a` �' F i».... z... �' a. �Ft; w'���t:f..dwttcr.�.ee.�....,ru• . Pr ject: ((r, 5c(+ Pf a f- Lo Ty of Inspection: F 6( vr t l) c Address: c L-I9 i/ 1• /' Rv 5 Date Called: � / ? J / ►r Special Instructions: t� � ''' IT yl/ Date Want d. , Requester. /1 ((rry Phoney o _� / - 76 1 +rWat�3�`rt'xa'� i*��rtN�`"` "tl3':`+i+:� f�.�r. �. ..it.:,.'K}k.�i'N:: w,ld1,<�y.;:r„ c��( - ::7c� '4"r • INSPECTION RECORD Retain a copy with permit INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. .Corrections required prior to approval. COMMENTS: l ( (e& i 6-� S �∎re r/ I(t! 6,A•wi U (fb+.9. rnP6 ✓k+v� ! �.,r -, x,10_4 e S Receipt. No.: Date: 1 -; ( pecctor: $47.00 REINSPE ION FEE REQUIR D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: ��' ..il'lldu:.� Y4' !�li; +'..�l a1�'`1�"i ]Y.�]1' �:SYil6>w Z QQ 2 . JO 00 w = W O I . ZO O W 0 O— O F_- Ill • W. L O , Z W to i= _ 0 1- Z Project: 4 Type of Inspection: Address: Date Calle Special Instructions: Date Wanted: `"1 05 a.m. P.m. Requester: ('" Phone No '>anda.k�14W2ANf4: �1'' e: �is��>'iCY/iCi�t.41�V INSPECTION NO. INSP RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS:/ 1 Approved per codes. $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: rV ij �ii�: �fxri PERMIT NO. (206)431 -3670 12:L Corrections required prior to approval. ': wti ?;:?:.n::i.•': 4 .... a .1 :. COMMENTS: \ ) 1 ' A ci- Toth -e_ C Ott ‘re R P A OCit1.5 2-,) rmliste_ - ki.r.)sc 5 aec clinci 5 , c, c too: 1 r1f15 9 u (1., 3) spa e 1 /1 a v Cr-A 3-1.) G, )%?, hti Gee roveA . 3.' 1 ,... r Stop i ( -._pf ok\-- \V)')-' CI j in flif61.1 11 IP 40 f Igo ) F‘ f -e 9 noir. s-et t p16( DVAci . 4 1 -12€ s \ A-t \ \p-pskovi ec, 't v\(„ 4o‘ "Vat IM ; he ) hSe'eC-41 0 A Rroject: ,. Ka al 51/10v 4' PIC4 - L01 Type pi-Inspection: t T a. al I in Iii s. A1dre 131--11 1 AY S Date Callecbb 0 Special Instructions: Date Wanted: 1 ,.„ _ 9 - ifitzel a) 42-Pin. Requester: I-1 et irr LI phonvz .. 09621 _. __ 5 7 • ;,:!;;;...4 -• F,' • .14.Yrt.. ,, • • • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 31-3670 Approved per applicable codes. aorrections required prior to approval. 0 Inspector: " r 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: • < • I —I 0 00 , w W Ill I -J tO L u 0 g • 3 I— • W Z I— 0 Z W ill O to O — O 1— '11 I 0 — — 0 ' Pr ject: (72 f am 51' /C vP1ai"- 0 p of 1 - R Date Calle p ection: X f \a I � c n clorl ( r • — /7 0 Adf! s: ole C S I 1 4 Special Instructions: 1 Date Want d:m Pram Requester: re -.- ; Kr i one N ��,- 23a_ S '' . 0 • INSPECTION RECORD Retain a copy with permit :INSPECTION NO. PERMIT NO. 1•. t, . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36i Approved per applicable codes. Corrections required prior to approval. COMMENTS :a 64 ill" L qi 1 727 4 i • /e* - fm /.4 W A, 62,9 y i-zp Inspector: Receipt No.: s4Mt )v q'. h r. Date: El $47.00 REINSPECTIOiN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: • ;'' .. - • i�k�aiiY ,;;if'.,' 7fk.14k14;** ,•;:r ' iCnw, 1,14i40`^ ! o� �- III r a t o .( C Addre s• 1p .3 1- 11 I4 � Ay S Date Called: ra� -c) -0 ..�. ecial Instructions: G k.. AM 0 f 9 1111 Date Wanted: ira m '-'•—• •,— (-).Z Requester: 7 rrj Phone N 3 ,p--5,2 ,v5 � '� -�' 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1) ') 7(J S d r 7 r J4 y 91-- S AI '- ,•)? f .of it ma2g- 0 4 9 - 1 / Inspector: V Date: 0 $47.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ;+' " :`,;;5:riaa�:',�'..t� =k1m' :..." i }l�sY•is�*4a: °i'�� ��a :1R�<`M;:fCa:�b!+r'ir31ii�4ek�: ?<� Vt•'U: ∎,, �"'tieya''.rtr Project* - /(M/ - . /a 7. ' zt .g Type of Inspection: . / ' et • (.....--•", iiy. Address: • . i .. • l a . "? .. $ Date Called: 8- e 8 -oz. Special Instructions: • ... , . , . - ..,.. : Date Wanted: 9-.al- 0a (a.m. par • Requester: . ,,.. /Vet./24.47 Lnc.,-. Phone No 6 2&/— 76 5 7 :1 TUKWILA BUILDING DIVISION Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: C..1; 44e 9 IP , e /-4.-p."1/ 7L _ ." • 1--r-27 e 4.-vce...(44,7,- Date: — $47.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at b3 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORI:i Retain a copy with permit 1.• o. (206)431-3670 • •.; • • ., (Project: ° �' r i lC, ' W4 0 Type of nspectioo r6,c• tom/ . /2(' (34 \ L Dat all /.,,J G Special instructions: . Dare wanted: (m� — / — Or? p.m. Requester: 1-1(Crrc- --) Phone: /2nlp -(9b 1- '76.7 INSPECTION NO. :-CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd #100, Tukwila; WA' 9088 Approved per applicable codes. r. INSPECTION RECORD Retain a copy with permit fG PERMIT NO. (206)431 -3670 COMMENTS: LA a / frit4- Corrections required prior to approval. Inspector: Date: 3 ... 7 2 - 2 $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 i �3{. %� �eE.is*�.tiau'�eti °= s•�- =-+L C'v'�+" F�At�.:•�is�zitSi •. i�aal.: �" iU"; ivA�ie�, {u;l++a��n_:t,•L'S.ti1«? iiF�6:n��'�l`sk oject: Ty. of Insp ction: Address:T. . � .Date called: , . . peci a I instructions: r .Date want l 7/ c i0' P. . Request one: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit t J . ,INSPECTION N6:`, CITY..OF- TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 00 t--a32 PERMIT NO. (206)431 -3670 orrections required prior to approval. SS El $47.00 REINSP,ECTION F L Prior to inspection, fee.rriustcbe pa at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: /) l'°J0 ceorivi; c ' s xl� 44d y c P ,err O rite , I : r +rut J k7�W .L ..YrL�tr, !Salifi.,��tl�Sill.''RCi9A1 .f}!sCiK.�a d.^ . n:eia: ' it :i : t..1.1 • ,;....., if�r'✓;3 ":iyi •41 i!i.4 r • tbl;S Cic: X.:: ?�i.` ,'r', �•T'ab;f;.w:u; Qc!�ti ;sG ^��;j:t� er ect: 11({. 51 'inv 4 b , L � l� � k+ - l'e c� ( Tyke- Inspect ion:; ,r U f7Gj� ,'e t/ ' f J Addr s 3I' I LI AA' S D le i X7/0 Special instructions: Da te anpe� m;.° Requeste Phone :J INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. - �X �".�r'��'�'a "'3 -•t n..� 1.i�a..X•w$Y`.ni� J PERMIT NO.. (206)431- 3670` n Corrections required prior,to approva COMMENTS: Inspector: Date/ .0 $47.00 REINSPECTIO E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter BI •., Suite 100. Call to schedule reinspection. Receipt No: Date: its � ^A•ts� t ea i l:!.� 41647 .,' uda, rais£' ri7.. i. ��ca. i�: �d�4 ?3'�w:•� {�{,a.L'2j+fc @.' Sa %. z � � w NC 5 00 CO CI I W J F' U) u_ 0 IL , O to a'- W • W . I--V LL g •• z O z tRISPeCTION;NO! CITY-OF 7 I - UKWILA BUILDING DIVISION 6300 . •:iitthc'enter 810, #100, Tukwila, WA 98188 F'rojectrn AY\ 'A ' 2 'SPecial instructions: - ‘ Type of Insp,pstion: A Tt) Date called: Date wanted: i p.m. Requester: \40tr r\I Phone: COMMENTS: *: ' 4 -- ev‘r ihPser ;/.'1• • r -IT) 9ur • -• Approved per applicable 'codes. Ei Corrections required prior to approval: Isp ector : r $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: • INSPECTION RECORD Retain a copy with permit Date: b0 1-.232 PERMIT NO. (206)431-3670 0) Pro,: ... —La 4 ! , Let • .. e of Insp: tioli 01.4 , 1 10v1 WWI A.,' 1 . 54 ... q s 44.7.e. st Date called) ((7/0 ( ti Special instructions: • ., . . ' ..- . . Date wantel: t / id Requester: Phone: INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 PERMIT NO. (206)431-3670 t €orrections required prior to approval. COMMENTS: AJ C - <— Inspector: YNOAAA. Vet" Date: • ri $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: ., _404 OAtz-Viif • ; . Approved per applicable codes. INSPECTION RECORD - Retain a copy with permit • . INSPECTION NO . • CIT OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 • ; r i")i-g32\ (206)431-3670 Rett . 6/44 : 0/ Special instructions: Type_of Inspection: 1 Date call d: r L Date wa ed: I /c2 / 0 / Requ s er: pho g2. : 0,2 ,26/ 1 5 Corrections required prior to approval. COMMENTS: f'S 1' tr‘e. CI I (o n ir) e if 4 t I SOY ireff I ( +0 5000 •16 Sco v.'c S ). c t t 1 i r - ar(-P • Date: Os L'f* 0) $47.00 REII■iSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at:6300 Southcenier Blvd., Suite 100. Call to schedule reinspection. Receipt Date: COMMENTS: Type of Inspection: 7/1 - /C ' l .ill/Ad / ' /4A44-1141 - ir ie-OVO rUCk 144A.ZA ( A _Li...kJ) / / ;/44,-/ &, Date Wanted: lo„? (a .rfi. � \pp /0. 0 0 A r)tl i ?US S ) 2 `� ` t4t Y `�c l r er Ic ��,i fXJ I , DrCti( Re quester: '( /V) tik‘d.hi - ki, J . , i IA ter i.e.,1 1 S c ub�r,I t 4 / 2 #1 ✓eG� 4 ,. /2, (5 d )) 7 % - - _ _ - 2 , 1 9 8 1 / r ,:. 7,1-2-141,/ - ( ,, C Gtr --t- -, Pro•ect: Type of Inspection: Address: 1 -� �P� Date Called: ti 01 . EJ�y -.. Special Instructions: Date Wanted: lo„? (a .rfi. � \pp /0. 0 0 A r)tl i ?US S ) 2 `� ` t4t Y `�c l r er Ic ��,i fXJ I , DrCti( Re quester: '( /V) Phone No: aO ( — ; -3 3 / INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 J Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 3 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: w:�aL UE:�i+ifwYl:ii(.1�r$. "41..ti tii.k�t�NaN COMMENTS: Type of Inspection: 1 Q' Dol,lf Cohrne ID s� i A/ . ( a.. . )Z LC.G/ A C 6-1(A t IL, D. S• 1 la QA4 -tea i S i) • SILL)? @ S , C-- ' C(S1A/ 4c r4_, { (`- (J 0 eC1�n � c�U i (-11 (It < Si t' 16 c - 6-- '/-5 -,r ) M a cr, 5 ,v4i1J GA. 1 4 C(1u 44 9 .21i, - fw S 0 1 41 (A F • p_ _?1., iv6, ICJ t .1v —{.. n x-11 7 ( 2 ; / 0 3 . C 5?',� -mil D. 5 . T4 Z T L 'r0 (a c 1 A t e-, } i ui 1 Y-‘ . c) K f9 ,4/-e f - C - 5- cd4(1,-kfLX ) . ' Project: RAM Short Rat Type of Inspection: 1 Q' Dol,lf Cohrne ID s� Address:/ 21 48"-fh Ave Date Called: 7 _ 21 0 . Special Instructions: ' 1, �,v ` Date Wanted: h 7- 2x-103' er Requester: -" ) '� {tic. LJ%S(Io » Phone No 25.3 —2 4 — , /,;. Do;- z3Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Approved per applicable codes. Corrections required prior to approval. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 `Inspector: 6 V Date: j ).... H El $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: Cid::,�;:1iik::1 > ".+._.,... ". ^ .;`:':a..`�:::`'. `... :'. ::s,' , .:�a; ,fit. `�•`.,'c�c•' ,`�.yf. G F INSPECTION RECORD' Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 . . fk-urz Addressi,,„ • • 1i 11\ Special.instructiOns: Type of Inspection:', Date called:, Date wanted: Requester: Phone: COMMENTS: to...ok"caLi; • tolvd IVA maci. t 1-kA.A1 i . 01.4 iJ/ 1 ithva-tAn yb -caleA - C Inspector: .6J 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: Approved per applicable codes. 0 Corrections required prior to aPproval. . . ' • . ▪ z re w. 2 c.) O 0 O 0 L1J J CO U. 0 2 u_< z 0 z w w 2 D. 0 = O 1— • w X 1— (") • g O }- Z , TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM CC , 6 D 0 0- Permit No 00 1 --- - 23 D.- . : u) iu Ili I U) u_ • Ili 0, u.. ‹. Project Name ReifYI S 4 r IL PI cd- 01- i- 6-/- 44 ,2 1 a i: Address I 3 Li a 1 1 'i-1 A) - Suite # f- 0 0 ii- w w : 2 D. n 0, / Retain current inspection schedule 13— Ill la 1 0: 1- — . LU 0 (°' 1 I Z ; Needs, shift inspection Authorized Signature FINALAPP.FRM City of Tukwila Fire Department V Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Rev. 2/19/98 Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief 2/2_ /e)(/ Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 File: inm Drawing# JOB #01-333--STRUCTURAL CALCULATIONS ALTERNATIVE DESIGN & PLANNING I EXPIRES: (P 116 DANIEL TYRRELL, P.E. 2121 MERIDIAN EAST, Suite #9 EDGEWOOD, WA 98371 (253) 568-7991 RECEIVED CITY OF TUKWILA JUL 3 1 2001 PERMIT CENTER b o %u.23Z SCOPE OF WORK Structural analysis of a two story residence. Analysis has been based on the listed load and design parameters. DESIGN AND CONSTRUCTION NOTES JOB #01 -333 All work and materials shall conform to the 1997 edition of the Uniform Building Code. • I-joist floor system design as per manufacturer. Where conflicts arise with overall design concept, notify building engineer immediately for appropriate modifications. 3. Roof truss design and fabrication shall confirm to ANSI/TPI -95. Engineering Design and shop drawings shall be sealed by a Professional Engineer licensed in the State of Washington. As per Washington State Labor & Industries the load duration factor used to design members and connections to be 1.00. Truss engineer is responsible for all truss to truss connections as per ANSI/TPI-95. Trusses shall be designed for the following load conditions: Snow Load = 25 psf Roof Dead Load = 17 psf Floor Live Load = 40 psf Floor Dead Load = 10 psf Wind Load = 80 mph, Exp D Seismic Zone = 3 5. All lumber in contact with concrete shall be pressure treated in conformance with AWPA C -2 (.4 Retention). 6. Concrete shall conform be 2500 psi minimum at 28 days. 7. Securely fasten Y2" plywood or 7/16" OSB sheathing (APA rated 32/16) to the roof with 8d nails 6" oc edge nailing and 12" oc field nailing. Secure sheathing to drag strut with 8d nails 4" oc 8. Solid blocking required at all bearing points on both roof trusses and floor joists. Daniel J. Tyrrell, P.E. Consulting Engineer 2121 Meridian East, Suite #9 Edgewood, Washington 98371 (253) 568-7991 Fax (253) 568 -8137 e -mail danieityrrell@msn.com PROJECT 4 /iIcr, .06'5/ •.- v JOB # Of- 333 PAGE Z OF 3/ BY ,or DATE 6, -20 -6 / At 1 1 I i ;l I 1 f ......_..._.. ...';._... ... ._sj ._...4..7 . (f! - . aa) _ .... l j I 1 - , • ,' k I (. t i �— i I , j 1,+ 1 z i • 1 1 � zz. _�3_` / ./z.$ I -f , / 5- _3 -/i• i!3 ` I • j. 12/ 1 . (. _i f ;. ; 1 . - • 1 t i`• 1 >" it� �t �iir. FJdia `i��s;;.�:�,.... +';S ",F' =h: see 71; rH: 7fi' rn+' r?`;;: i• tdr, 'rV, "rr+l'..'.uti::'I;a.S %eti�:.. Daniel J. Tyrrell, P.E. Consulting Engineer 2121 Meridian East, Suite #9 Edgewood, Washington 98371 (253) 568 -7991 Fax (253) 568 -8137 e -mail danieltyrrell @msn.com PROJECT /�/74 -,,1 `-t.- JOB # o% 3 PAGE 3 OF 3/ , BY '0T• DATE to - I 1 ' 1 • • { ; G s� i 1 J.�li -, r rill L' .._ _ ( 1 '1C'"' r , i i G 4 ' `( ' O ! 1 t i 1 1 1 . • 1 1 f • 1, • • a i • • I t 1 . • , c } 2 ' C' 3(4)(40.) H . 1, : /'F !' .1 ' I 1 t. _L `�! �.r/ 'mac ---- -- �_Q erns-.__....--_-,-__-_------,___.._7- 1- i 1 i j ; f _ .fir I _ ._ __ • r ! 1 lIti - I . == te '77`((f./ (___ i . Soo ` ,a ftn.vx wan r. A •.yryyl Daniel J. Tyrrell, P.E. Consulting Engineer 2121 Meridian East, Suite #9 Edgewood, Washington 98371 (253) 568 -7991 Fax (253) 568 -8137 e -mail danieltyrrellemsn.com PROJECT /./-e"/4.-14r/� JOB # 0/- 3 33 PAGE / OF 2 / BY ,O 7' DATE - 2- 0 .ter_-__._.... ...- _._�__._........_.._...._ _._._._._.___ ., i ts%` • • v.= A • .1 , I i 1 i L' I I _ ' ' i I t_ I. /. �'(jc%.Q� Z05JC %y,C__ Zi \( /tom m . j "- ; _..,- ( .....) 6 . . 4: , ?.. 4 3 )e c i 1 I i S � I / } f , ....... .. 1 f r .4.. i i v I _ 4 • .. ._.. I .. - •' .._L_... i d 1 's .r� 1 � i • a✓erns 6, I' r ew ♦ rL - ✓G-- G- i 53q f I I 1 I. : . E , - ....... ..1- L . ci . 9 Z 4 _... _.L.7.. 1 6,_Z .. i. . --r l ) t I i ! i ---I---} 1 ........ i ! i I 1 I . . I •-"t /e-i I , 1 : ...:. i — i : .......—.----r...- . .. !.. - 1 I i ! . 1 i . ! ., I 0—. 4, . 1 1 , L I I f i------4—L :::..— • 1 • . ; 1 I : . ' ; • , . i i . ' . , . . — 7 --- ,. -c 4 i --i--. , i . ! , 1 i • , i , , - ----1 - 1 : i I I — 7 — — — --- — — 1 ---- — 1 • - i . _ : . I , I . . ! ' --1------ ----.;---!' e...;i4; I . . . ! - ; s i I ---.---L ! .....) ; ! j .ff.-- " f ! ! 1 I . ___.1____ .._ 1 t , .....;_ ././ °/, i .4 .;,../: , //- /_e.4,- i .%.,..-?'/ /4.,. t , ‘>,,,./,/ .A.e,;.---- ! ,.....! 400 7._ . ! I , i 1 4 s 0 Z7( 3 2L g 6, ; / ; : ; , . i 1 .8 1 - • 5 c " Z 76.'2 2 e / I 1, , , 1 ---- ! . ' I — .1 1 _.! I 1 1 1 1 -- -4 - - - • , I ; 1 1 . L. • : , ! ! , : ; . g71, , ' 1 1 ; . i , . ; ! ! i ; .; ; i ; ....../././ %; /,,....,/ i ; s'' ,.e....,-- . , - ; .! 1 ; • t - , , . . , 1 ; -<-r^ ! -7 !i,i d - , , • ! ..4,;74.-- I ,fr ; ss,,..1e_.,,-- .f• : "!?‹....— I . i . F"- • , .., i . : . . ' , '7;4 1 i? 2.--: ew - ,z_ .6,9 .._..._ - --- , 4 ___ I ■ _.,....._... 7 - • • ! : .. . — • _ ---- -, f ...7=8 1 S ? V . ....c 4, ; 3 1 : i - --- , , — ! re__ , - I . 4-, ,i 7 os z4 13 , 5 se c.5 , . . . • I 1 *I i . 1 t i , , - •-•- 4_ , i , . , •--t , . i ..,_ ..,_ , , . , • • , • t . • 1 i . ; • . 4: . , , i 1 • ' i . !. ., , 1 I. i ! : i i____ • .. 1 . , • I_. , . , ! - • i i 1 ' I . ,_. 1 ■ . ,. — ; : . 1 i , • 1 ; • ; . ! . i . t • •-•i-- • - ! 1 ! ; . , i 1 T 1 _I . I 1 •i i 1 i . i ___I _••• I ___ •____••4• 2 i ••-•-•4• •• - ---- •:, . : 1 • ••,--- 1- • •i. : i . ■ --1 . i : I I : i 1 t I I • -I . — • : 7 , : , „ . . 1 ( . I i ; , I 1 i .• 1 : l' : ; : i , 1 . 1 t i i : i , .... r . 1 ! ! 1 - - . i l i 1 ; I I ; L ' ! I . i : -- t i i ; • ' . _ : i I I 1 • . ---- 1 . I f 1 1 1 1 : 1 1--.............1 1 • l t ! 1 , F : i 1 -'• 1 T i 1 .-___ I f i ...----- ; f 1 ; ; ; --I 1 , I ; , t ' • Daniel J. Tyrrell, RE. Consulting Engineer 2121 Meridian East, Suite #9 Edgewood, Washington 98371 (253) 568-7991 Fax (253) 568-8137 e-mail danieftyrrelemsn.com PROJECT /h- • Z7e,"/c._-- JOB # / PAGE 5 OF 3/ BY /- DATE 6 -z-r -0/ , , 1 1 , ; 1 , . I 1 i I I . I ; t . " --= 6- 53 . . • T 1 • . I . , , ! 1 -,-7 . 14 3 g c i '7 . -- 1 1 ; I . .. .. , , ; j 7- 9 : I . 1 --. / I • . I ; . -.1 I , 1._. I I-- ' _ .2..__.__;____. 1 - t•-• .....___ ; i i T r ; I - . 1 . •--S , . __ - I I I . 1 1 , I 7--.. , • 7 - ••"*.e.—....----• 1 Z.-1.1 ,/....,,,, < 1, I 4' ....1 4 _7_.... 74, 4/,.// _ . . e;4 , / ./4i.e. ,_ , e),<../; "...._ ...., sIf!... ;"7 '4 i 1 • r / • • , , ; i A 4 ',.... e2 , _ 4(6. 7p .-)-7/'7. ........ .t 2 „.2e___ 9 I r . 'I I . It I , ; • . : . - _ , I,/ . . i --- • • -, , • - . I ! i ! LSI: ; ! i ... — .....• . --- .i .- ...... _ I - . - "'"e.., r e_ . i ....4_ ; COY , ; . 'T ,. , . f3; 6, ••••--- /2 a6 , __ ____+. • I - : • I ...-; ,,,g3 , I I i I 4 ..r-1 4,.1- I 74. yr.4... // . 1 ./..,..../,......./,( --- - ---- ,4e..4--- --- , ..54-••• ; .61..., ,e, -c...... , • „ ,/,‘„..,,.../ z i --7/ x.• I , --- 41 42- /52; 8 -/ : 1 3 / -2- ; • • i -- ' -- -- 77. 7 .) 1; '-.0 ! , 6, 5 ! / /e : s 6. 7-- t , . . I i • : 1 . I I t - -7,-c_. . o ; 0 , 1 -7./q6.13 . ti 3 3 / , , --1-- i ---...,...-- . ..-...-.... . ! • • . i ; , . I I 1 I : . ' 1 t , I i I ' I 1 : I . . • ._t ... ; 1 . , . . i . , ' 1 I , ; ; I ■ i 1 ■ . I ; , It . , . i. 1 I I ! ; , I. .. . . . . i . :, , 1 I . I I i I 1 I I , i I , i , E I ! 1 • , , , , , I , , , I - • -- i -.• - .1 - •'. 1 1 I . [ i ; , . I 1 , . l l ; , . 1 , H 1 . , . • • ; 1 , 1 1 ; _. I _, • „ • 1 , L , 1 1 i I i I i 1 _. 1 . ; . .... 1 1 1 1 ; ..____ , .."-- I . ; 1- - - I I •,■•••■••••• , ______, ______ , , ; i , . , --- 4-... . • ..; • - It i 1, 1 i Daniel J. Tyrrell, P.E. Consulting Engineer 2121 Meridian East, Suite #9 Edgewood, Washington 98371 (253) 568-7991 Fax (253) 568-8137 e-mail danieityrrell@msn.com PROJECT 7/7 JOB # PAGE Ce, OF '3/ BY /Or" DATE Daniel J. Tyrrell, RE. Consulting Engineer 2121 Meridian East, Suite #9 Edgewood, Washington 98371 (253) 568-7991 Fax (253) 568-8137 e-mail danieltyrrell@msn.com I. , ( A,/-j). , ; 1 I. ; ; ; ; -- ; 1-- ; • 1 ,1; ._ . _i_......_..._i L _ __ L i , ......__..___ i . , // K/;:, • , --t , • III L__...L i<-: I . _ /.-e,_ ..- 2L-1 .st7.- e ...,...._ _:_g 7e r, • ( e . ._:4 =l.._./7._: -7 ' " ) ' 7 1 -= L 3 ..q '' _ .• i _.; . _, - 36 k e.X,.) ;64).-r - 7 -e• :',Z‘/!:5- , T 1.. , - . : — ... ... . I.-. 1- _.....'...... . . ',..... L . ..,- ....I... ..: .... ■ . ! !. ; i ..2.7- " 63:1 , ter.0 .. , ,,-:', I I . ' I t - . 1 . . . ! , • ! .• . .. , ; • i- I • ; i t ; I , I • I- : _..1 -..-,- . -i ' ---1.. .i. i_ • i r • 4 • ' 4 ' , , . I 1 : • i - f -', •- ' : . 1-..- ■ I . ■ i ' ei- ! 1 ! 1 . ; , '1 ■ t - ....... . .4. --,-- ! I /7 ', *?.• C- 1 '7-4- . 1 , i j I, Z ‘ . : 1 (..2-_- /.. -.. .. ‘:.•-!'!..... W ' • . , [ 1 ' ;• 1' I . • _ L i _ ; i . 1 '; : i,_ i . -L. • 1 :. V ......1. 9 z....6—ide.-' / -?-. 02.-57:(1. ,),--! - 4. / .5 --- ; - 7 . 7- • ' , , ' 1 . , I , . '7-. ' ' ' " 1 1 ze .5sT.G. CI - * ' i• ,, , (...?-/ • - , - - - • L I, , I PROJECT JOB # e PAGE 7 OF '3/ BY DATE Co - - 1 ; ..... ... 1 : I I , . , I I ..1_... ' , ........_! ; , •......■ • t- ; 1 , _ .•/),/- -, -e..7/ .ii?i( .. c - j ......- 20 6 ? cli 2- :- 16‘ i #-- I i ! 1 .2-)/ L,-:-. ...__2±z.2..:( z43)_ (4,/ ) .e-- ! z 0 //6 .• 1 L t--- 1 ; ; i ! ! i , • .I... -- ' • i l . . . .1 ...._ i ! t , I 1 ............. . , , I 11 ■ 'S..)(.4t1.-- . I t . . . .. i ! , t ■ I I : : I I I I I ■ I I I i I I 1 1 Daniel J. Tyrrell, P.E. Consulting Engineer 2121 Meridian East, Suite #9 Edgewood, Washington 98371 (253) 568 -7991 Fax (253) 568 -8137 e -mail daniettyrrei msn.com { i 1 I I r: . - .l_ ?�_.. _.. .., . C!3 ce..:. .c.- /l , :±t -- c.�),s . ! ' 1 2 . S - - I • T t I. PROJECT �������• JOB # G' / 333 PAGE S OF 3/ BY DATE 6 -Zo -©/ _ _ , - i I 1 1 I 4 __• � ' 1 _ , I ' i I f ;_ i 1 j 1 j I I - .. /.� . .. % - _ -- 4.0.x'(..%. - %/. 4. • — � � (_�?J C e p `moo d ' r ._ z I 1 I 1 I . 46:70; > _ ' !0'70( Z pap . 1 r- — 1 • 1i i j I : . P.- 1 , 1 I I 1 • 1 f 1 'iii 'Sa.tl ';GK`I .; ,t . Daniel J. Tyrrell, P.E. Consulting Engineer 2121 Meridian East, Suite #9 Edgewood, Washington 98371 (253) 568-7991 Fax (253) 568-8137 e-mail danieltyrrellemsn.com PROJECT 'fe • JOB # // PAGE OF 3/ BY DATE 6 . - 2e- 9 - a/ 1 • i • I ■ 1 i . , , , i • ,.....,..,. .... ■ ; ; t _I I ...........*............... I i 1 i I I 'Y... . • ... .... , I . . ; I .,:.:, e__ 7 - .4 ..i._ , ; ' t , i , _ 444. , _ I , , -z( 3'1 z. — - ?6?/. 3 ..f. ) ; .v?.4,. --1 75 z-1..) 4,_: -... . _ : . .._..............._.4._ t _ . * //-t e " L _____ i i ..,_____(,,,,,‘ 2......x,-7 ,4 75 .....-,- 2---/ i I .1 } , 1 1 1 • ; . -- .._.. 1 _ .1./9--F 4/3 ) ( -- ' /7.1711 ! • - t I ; 1 1 I 1 r 1 ........_L__ I _____..1............,............____ --________ -0-t-/- 1<" 7 ,/, ,s . ,e.--,;, i t I --......._ ; 1 . ; : • 1. , . i 1 1 t t 1 .... ,:;,.. . t I 1 t , , -, • •• ,- . t //r•- 1 i ■ .e G.._ 7 G -ej '/ GeJ ,,,14) I I ' I i,e9 . , , I , 1 , _L , i i . , __..i.. : ..,.., • ......, ., - , , , i ..., i 1 z /-72L. ! ,-,/ ._-.-- 2-47 2-:( .... /- 6+ . t . ; t • i • I 'Zjd7'7 '' ' g_ 4/ ..7 ; . _:.5 -- ;. 4.= ! eY.... .%4--- ; • t i , • i i 2- ' -. ; 1 ; f 1 ; t t , I • ; , • I ' ' , i , , ! -r , , 1 , , . • i ! 1. . , 1 i ___.4..__.............1_ I _._••• . .1...._4.......ief.‹,•-• . .4/..._. 57 _ a V -..,-- _iZ-63 5re, : _.;,_ • ; ; ; , i •-i- : f I I , ■ ..._._.:.........______.4.____.______1.....__,.r.....___i_____L_________, • 1.--L.--- --4--. --... . . ; ....,•,, , , ; ; • 1 • 1 . ; ....... I r .. .. ., • ...,.-/ 1 ' '''''' :-..-- ' • I C/2., /- e;' 4- f i,,,,X11...4- ;....,) i I , , I , , i • i j . , 1 i ; . ; -- 7 ........... ............-_______________ 1 • laV t 1 • I 1 I 1 I /j. -, 4 __,............_ . ..... f I 2 : i ; • . i , : r f .,.,. _ z . . 2 . . 1 • ! , , ! • - t• -: ! , i• • _j , I , I ; , . • , . . . 4 1 .. .._ i I ' , , ..rn ■ t 1- 4e- ' I t , I I . , I I . 1 ; • I ■ i . , • .1 1 , 1 , 1 , 1 -"••• -- I• , 1 • [ , 1 • ,' ! I , , 1 , , , ! ■ ; I 1 ! ■ I I 1 ; 1 i I i i 1 • • -• ;,., • '• t , SHEARWALL SCHEDULE MARK ALLOWABLE SHEAR W/ HEM/FIR STUDS DESC. SHEATHING SHEATHING NAILING SHEAR FLOW NAILING' REMARKS v Z� 3 SW 1 1 5/32" PLYWOOD ONE SIDE 8d @ G" O.C. 16d @ 8" O.C. U 5THD I ORJ 3/ Z 5W2 1 5/32" PLYWOOD ONE SIDE 8d @ 4" O.C. 164 @ 5 -1/2" O.C. STHD 14RJ 3" 5° 5W3 1/2" GWB, ONE FACE '/2" GWB, ONE FACE 5d @ 4" O.C. I Gd @ 4?" O.C. 3" C ' 1 `© / � 5W4 1 5/32" PLYWOOD ONE SIDE 8d @3' O.C. I Gd @i4 O.C. DFL (3) 7/8" . �?'7 5W5 15/32" PLYWOOD EACH SIDE 8d @ 4" O.C. 16d @ 4" O.C. 4 A23 @ I4` O.C. EACH JOIST SEE NOTE 7 C '90 SWG 1 5/32" PLYWOOD EACH SIDE 8d @ 3" O.C. I Gd @ 3" O.C. 4 A23 @ 10" O.C. EACH JOIST SEE NOTE 7 Q yL � 5W7 1 5/32" PLYWOOD EACH SIDE 8d @ 2" O.C. 16d @ 2" O.C. 4 A23 @ G" O.C. EACH JOIST SEE NOTE 6 ' SHEAR FLOW NAILING IS FROM PLATE TO RIM AND FROM RIM TO PLATES NOTES: . I . SCHEDULE IS BASED ON HEM -FIR STUDS @ 1G" O.C. 2. PLYWOOD SHEATHING IS TO BE APA RATED 24 / 0 MINIMUM AND MAY BE OSB OF EQUAL RATING. 3. SHEATHING T ICKNE55 MAYBE AS SHOWN OR 3/8" OR. 7/ 16" 4. ALL SHEATHING TO BE DIRECTLY APPLIED TO STUDS AND ALL EDGES BLOCKED. 5. ALL NAILS TO BE COMMON WIRE. G. STUDS TO BE 3" NOMINAL OR WIDER AT ADJOINING PANEL EDGES FOR 5W4 AND 5W7. 7. SHEATHING PANEL JOINTS EACH SIDE OF WALL TO BE OFFSET OR STUDS TO BE 3" NOMINAL OR. WIDER FOR 5W5 AND SWG. 8. SHEATHING NAILING SHOWN APPLIES TO ALL PANEL EDGES. SHEATHING NAILING AT INTERMEDIATE SUPPORTS TO BE OF SAME SIZE SHOWN @ 12* O.C. CAUTION: DO NOT OVERDRIVE NAILS. NAIL HEADS TO BE FLUSH WITH FACE OF SHEATHING. HOEDOWN SCHEDULE MARK HOEDOWN (SIMPSON) WALL STUD ANCHOR BOLT THICKNESS SPECIE NAILS / BOLTS v HPAHD22 3" HF I G- I Gd — U 5THD I ORJ 3" HF 28-10d -- F STHD 14RJ 3" HF S�KERS -- H4 HTT22 3" HF 32- I Gd SINKERS SSTB24 H 5 H DBA 3-1/2" DFL (3) 7/8" . 55TB28 sL•�au 9SL6" , TttalSti9uEkia' v llYZPAi " 41.44; ' .S? Yj:4?F nkittaiMV 4 1 WINDOW STRAP DETAIL NOT TO SCALE NAIL SH'T"G TO BLOCKS AS FOR SHEARWALL EDGE NAIUNG TOP PLATES 4x2 FLAT W/ LSTA2 B ) %/A 06/14/2001 06:29 7703942 ■■ ■■ lam am lad MN ■■■■ s■ ■n I■■ NE ■■ Ec 6.'1 ELEVATION MIKE BLUMENTHAL ScAL,!: /4' . r.Q° PAGE 06 �W 2 0 0 ` U 0 ) W w =: CO LL: W O 2 J 2 cy . al ui IM iO co ,. • .2 - LLI U N! O .1: 06/14/2001 06:29 7703942 5� MIKE BLUMENTHAL PAGE 07 123 121 310L261111111464.4 5GAL�� I g i /3A / 06/14/2001 06:29 7703942 Seirtp .57740/0/2-T 12 1-2' 1040i* BE ROC IBMORO 107-0 1.0%.0 1004 • /4'. )02.-- 6; ic./ 4 5 9048 234D %AO NO 77/01 1144 V4 MIS RAISED EArm,f, BAR 20 VpH .5 7704) 6 2L40' 6 heata64o 5.4E■ • 5C!), QV be-ALA 1,14 MAIN 19.001 PLAN. /4\ MIKE BLUMENTHAL Sc.ALEt C PAGE 03 MAIN rico* 'rano 6P. ISINNIS1 MOW 1M 6F. TOTAL 2066 SP. 6A604154t Ottelmillot Nar.N. ) ANAMAINC 400 6.F. 00VERIZ0 POINCE(SS) 40 DP. CogVeloa, • A" 1.10(6) XX ..r . ON/MALL. )41011-1 *a ovou.L.L. Dermi 5.i. eamle mow* IN remomiso Iona eanfOle aP WILL& WINO 11111(.0MIIP OOP *mom No nova 1 % 1 IltilarAI LAfl 4•4404 A41 WM MOB* 111•01 •rtilf MoSO. re sum Voca 00 Nor IN HMI roormse , • . z 1 1— z 6 = 0 to w WI • u_ 0 -71 • ° 1— Z 1— 0 Z 1— ui • L i) CI 1— I 0 1— U. /6 x 0 1- z 06/14/2001 06:29 7703942 SGALM. MIKE BLUMENTHAL 57743 MAIN PLoaR 10.119k rt..440, PAGE 04 Xrer � �DROOM N 0041I7.1L14 011.4 �1 s1t11t�tttttt�� OPEN TO 5ELOW 0 vII , 40ur.O SGUAIM PtOOTr,6E SUMMARY Wei 02/10 /707. IOOO MP% 1,60 SP. ZDab S F. X.100( s r. 6/yIA6e 400 bt. GOVQRo rearmtlss) 40 SP. COVERT) rArOM xx SP. Clie AAA. IWt OVeRN.L Dd'nN 52' waled _ %PI A *WOO= ws affi Or MILLI. S1V4111 MB axiom tittZ TuUib i t MOON tµ mummy Wes' ''swam � T I L1 a� w tarr MIAOW Komar TOTAL SASeNISIT (%mrNArot Gdku. ) I 06/14/2001 06:29 7703942 .1%0101` N 5GA6R1 I/4 = I -CP MIKE BLUMENTHAL PAGE 05 4 9r / 3/ WILIARE roQTr6 summow ylmfd 07/10/7001 MAN MOOR 100o Sr. "Mt PhLOOR 11506 TOTAL 211•0 6P. :=4T (wminot ialcu. XjCK�t SF• COVVOS 1600C4111) �'0'� 9'kil.' GOB MATIONi) XX ISP. OV1MALL WPM 00' OVERA44. P TH 12' nNMII lWMNMiw to iii r Mrr/t�fAM —OAM1P 7t IM Matti fl axa ns�ro w mm m o r r�Ma w r 1rr sla� Z r U .; U O W = J N • wO - d , I- _ Z Z al to 0 W W_ — O ui 0— O .: ,Z. 06/14/2001 06:29 7703942 -t. r \ 7,'4 (5CREEK17 — e' V-104' 7. • IC " 7 • .! A:Fe F! r N _ „........„. 6%.er A• CONC. 6LO, OF otrr. FILL 1TP. DLCVE Y TO DOCIES EP Or . e . .0 - W-xtre AAA SoLo' flo•-Ce PNOUNDATI OW ' • LOY: PATIO cL r - MIKE BLUMENTHAL PAGE 02 GRA• SF'AGE Sciat-e: 1/4” • :1 _ . :e. Arc- • • • • ' • •" 1 1 1 To, 0 0 FOUNDATION YENTLATION 1" x !SCREENED FouNDATIoN vENTS • 6 00 Wr. • !pl. Rgo. vENTS -1 Sa • ' eseTivIDE V2 ("NIA" A/BN1*. aajt_tkl. T. yews ••A•r DC INcREA5ED Y Xiti P. TO AGTUAL vervt AREA SQUARE Egomee summArrr JpAalad 02/)W0001 HAN f9 1000 Irma vi.,264% IMO tr. TOTO!.. 2M Sr. sol4MMa(r WINorakullai.) XxxxV. &mum 40 Sr. op/fAlf0 PONG1455) 40 Sr. otrififeD rATI0(5) ovel■ALL XiI7TH 30' 0v5114,U_ olt4 52' ORME IPOOTOOE fo MI$11111Do TO Ile vow or MY* MAIM MI 011111111111 MS 70P~ Mt Kola II mei volln• maw. ORO TO IWO mouton Mr Oar MAIM lAWILAT1111111ARMED MO IRFT MOE= 0 MAW - 2 • • I ' ••••.," 11 - er••• e. • • ' •• •••• 06/17/2001 20:13 7703942 IT F I No \.• 10 • I it N ai MAIN FLOOR riRAMIN6 MIKE BLUMENTHAL %A... V 1••••2 F I )( 1 • I/O" S.O.I. JOISTS to' c FTFt SPECS • VSSSA RIM faeR mem. (1•1"F) PAGE 03 SQUARE FOOTAOE SUMMAer Id 02'b/200 MAIN MAO* 1000 Or. TOTAL 66 9.1 =if /pit t.xlsat. XXxx sr, 400 SP. covENEo twootarato 40 6.1 COVEN= PATIO'S) xX 91 yrH Q' CavtriALS. OVIIPIALL OerTH 32' mode IT tir iimausp •na. =melee er Pftia. 111%011 001MOD lisivAP Ito vii‘w 1011104 *Of NOM 0111/1 TIP tor MOLWHip al CAUSILA71101110410401 NW mums et Now Nowa MAW '1. 06/17/2001 20:13 7703942 1 1/6 13.c.i. JOISTS • I6 o. PER MPR. PE'RSA RIM PER M. OR PARALAM MIKE BLUMENTHAL (4,4cg / /I. 4 ' el j i// 4 - 4 %,/ S • Iwo 1 N 1 IS 1 El s1 IuilIIIulilhIIi ui t Gi e 5 k A43. 5 — 6, 6 ZilF -11 /VP* 2 lcicfo IRE1 i=1e.!EI11111:s1& 1 BL2 t eflAM1N 6GALE 1 /4. a ,' - PAGE 02 /y/ 7x8 TREATCO JOISTS QI 16" O,G, II 7/8 B,G.I JOISTS a I b" o G. i°CN MIR. WALL LINES ;Eel reRSA RIM PER MPR. OR PARALAM EQ►ARE P 0 ?7A6 SUMMERY MAIN ROOK a O� nenarn 1.11*IR FLOOR I INN. b . TwarAL 311• 5.1 r a/OK/mak kaleu.) *X00( lP. covmo ) 40 Ar. cavaeD OATION XX 5.r. oveeALL rC014 do' o IIRALL DaT 4 N ruse •00••••••••••• ID fie OMEN Or OMAN MAIN i0Y1IN w7Nmo M !LAM w N�b11eI MiatiA WIN w0 Na En.s10 AM IM7' N O1 1101r NM p woman M• Nor N as .,.. .Y .;9jt•k �: ,w'ri *;..:.;c,; ..aC�. [hral.:.. .Y t,.fa4: .J. 4+% )z ”P, "Att 1 '.. • Beam1.wbc COMPANY Daniel Tyrrell, PE 2121 Meridian East, Suite #9 Edgewood, WA 98371 (253) 568- 7991 /fax (253) 568 -8137 Beam DESIGN DATA: INPUT LOADS: (force=kips, pressure =psf, udl =p1f, location =ft) »Self- weight of members has NOT been included« Load 1 Type 1 Distribution 1 425.00 289.00 I 1 Snow Full UDL 2 Dead Full UDL amasas = = = sa = = = =s =s MAXIMUM REACTIONS and BEARING LENGTHS (force =kips, length =in) Dead Live Total B.Length ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: Hem -Fir, No.2, 6x8 This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN material: Timber -soft lateral support: Top= Full total length: 5.00 (ft) Load Combinations: ICBO -UBC SECTION vs. DESIGN CODE (stress =psi, deflection =in) ■■■___ Criterion Shear Bending( +) Live Defl'n Total Defl'n =a =a = = =a == s FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb' += 525 1.15 1.00 Fv' = 70 1.15 1.00 Fcp'= 405 1.00 E' = 1.1 million 1.00 ADDITIONAL DATA Bending( +): LC# 2 Shear : LC# 2 Deflection: LC# 2 Total Deflection (D =dead L =live _____________ DESIGN NOTES: A 5.0 ft 0.72 0.72 1.06 1.06 1.78 1.78 1.0 1.0 DESIGN CHECK - NDS -1997 A s-= =sass= __ PROJECT 1 Job #01 -333 1 Alternative Design 1 Bottom= @Supports =aa WoodWorks® Sizes 97c Magnitude 1 Location 1 Pattern Start End 1 Start End 1 Load 1 1 1 Analysis Value 1 Design Value I Analysis /Design 1 1 I I I fv @d = 49 Fv' = 80 fv /Fv' = 0.60 fb = 519 Fb' = 604 fb /Fb' = 0.86 0.03 = <L/999 0.25= L/240 0.11 0.06 = <L/999 0.33 = L /180 0.17 1.00 1.000 1.00 1.00 1.00 No No 1.00 1.000 1.00 1.00 2 (CH = 1.000) 2 2 = D +S, M = 2.23 kip -ft = D +S, V = 1.78, V @d = 1.34 kips = D +S = 1.50(Defln dead) + Defln Live. S =snow W =wind I= impact C= construction) _______________ ________ 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members•shall be laterally supported according to the provisions of NDS Clause 4.4.1. June 22, 2001 14:43:30 • Z ce • W 6 U t CO O ` NW 1 W O za Z �-.. F- O Z LU O - . C]I- W L1 j H U, 16 0 W = 0 I-i Z Beam2.wbc WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN COMPANY I Daniel Tyrrell, PE I Job #01 -333 2121 Meridian East, Suite #9 I Alternative Design Edgewood, WA 98371 1 (253) 568- 7991 /fax (253) 568 -8137 1 Beam DESIGN DATA: Dead Live Total B.Length _ __ DESIGN NOTES: material: Timber -soft lateral support: Top= Full total length: 5.00 (ft] Load Combinations: ICBO -UBC ____■■= ■■■■= =■■■== INPUT LOADS: (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight of members has NOT been included« Load I Type 1 Distribution 1 Magnitude I 1 I 1 Start End 1 I 1 1 I 1 Snow Full UDL 150.00 2 Dead Full UDL 227.00 3 Live Full UDL 200.00 MAXIMUM REACTIONS and BEARING LENGTHS (force =kips, length =in) Criterion 1 Shear Bending( +) Live Defl'n Total Defl'n ADDITIONAL DATA 0.57 0.88 1.44 1.0 ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: Hem -Fir, No.2, 6x8 This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## SECTION vs. DESIGN CODE (stress =psi, deflection =in) == FACTORS: F CD CM Fb' += 525 1.15 1.00 1.00 1.000 Fv' = 70 1.15 1.00 1.00 Fcp'= 405 1.00 1.00 E' = 1.1 million 1.00 1.00 Bending( +): LC# 3 = D +L +S, M = 1.80 kip -ft Shear : LC# 3 = D +L +S, V = 1.44, V @d = 1.08 kips Deflection: LC# 3 = D +L +S Total Deflection = 1.50(Defln dead) + Defln_Live. (D =dead L =live S =snow W =wind I= impact C= construction) 5.0 ft Analysis Value 1 fv @d = 39 fb = 420 0.02 = <L/999 0.05 = <L/999 DESIGN CHECK - NDS -1997 0.57 0.88 1.44 1.0 1 Design Fv' = 80 Fb' = 604 0.25 = L/240 0.33 = L /180 _■■■___ WoodWorks® Sizer 97c PROJECT Bottom= @Supports Location 1 Pattern Start End I Load Value I Analysis /Design 1 1 fv /Fv' = 0.49 fb /Fb' = 0.70 0.09 0.14 Ct CL CF CV Cfu Cr LC# 1.00 1.000 1.00 1.00 (CH = 1.000) ___ No No No _______________ 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3 3 3 June 22, 2001 14:45:42 ' < :e! 'J U: U (x Nom W . J N LL • O 2 g J: N D. = O: W Z U cl 0 I•- = V ; .. -- Ham,. • O 'Z Beam3.wbc WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN COMPANY I Daniel Tyrrell, PE 1 Job #01 -333 2121 Meridian East, Suite #9 I Alternative Design Edgewood, WA 98371 (253) 568 - 7991 /fax (253) 568 -8137 I Beam DESIGN DATA: _ ==______ = = = = === = = = - - =_ === ____ __■■___________ material: Timber -soft lateral support: Top= Full total length: 5.00 (ft] Load Combinations: ICBO -UBC INPUT LOADS: (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight of members has NOT been included« ______ _ ____ Load I Type I Distribution I Magnitude I 1 I I Start End 1 I I I 1 1 Snow Full UDL 425.00 2 Dead Full UDL 444.00 3 Live Full UDL 320.00 "•MAXIMUM REACTIONS and BEARING LENGTHS (force =kips, length =in), • Dead Live Total B.Length ____ Fb' += Fv' _ Fcp'= 'E' _ ___ ADDITIONAL DATA DESIGN NOTES: 5.0 ft A A DESIGN CHECK - NDS -1997 1.11 1.86 2.97 1.3 Bottom= @Supports _________ • ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: Hem -Fir, No.2, 6x10 This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## SECTION vs. DESIGN CODE (stress =psi, deflection =in) Criterion I Analysis Value I Design Value I Analysis /Design 1 I I Shear fv @d = 58 Fv' = 80 fv /Fv' = 0.72 Bending( +) fb = 539 Fb' = 776 fb /Fb' = 0.69 Live Defl'n 0.02 = <L/999 0.25 = L/240 0.10 Total Defl'n 0.05 = <L/999 0.33 = L /180 0.14 --== == _ = = = =_ = == FACTORS: F CD Bending( +): LC# 3 Shear : LC# 3 Deflection: LC# 3 Total Deflection = (D =dead L =live 675 1.15 1.00 70 1.15 1.00 405 1.00 1.1 million 1.00 ___________________________■■■_ CM Ct CL CF CV Cfu 1.00 1.000 1.00 1.000 1.00 1.00 1.00 (CH = 1.000) 1.00 1.00 = D +L +S, M = 3.72 kip -ft = D +L +S, V = 2.97, V @d = 2.03 kips = D +L +S 1.50(Defln dead) + Defln_Live. S =snow W =wind I= impact C= construction) Wood Works® Sizer 97c PROJECT Location I Pattern Start End I Load Cr No No No 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. LC# 3 3 3 June 22, 2001 14:47:36 Beam4.wbc WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN COMPANY ( PROJECT Daniel Tyrrell, PE I Job #01 -333 2121 Meridian East, Suite #9 1 Alternative Design Edgewood, WA 98371 (253) 568 - 7991 /fax (253) 568 -8137 1 Beam DESIGN DATA: __= = = = =aaa. =a = = == = - - - =aa = _ ____ . INPUT LOADS: (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight of members has NOT been included« _ __ _= as Load 1 Type 1 Distribution 1 Magnitude 1 Location 1 Pattern I 1 1 Start End 1 Start End 1 Load 1 I 1 I I 1 Snow Full UDL 100.00 No 2 Dead Full UDL 70.00 No Dead Live Total B.Length a = = = == ADDITIONAL DATA DESIGN NOTES: material: Timber -soft lateral support: Top= Full total length: 16.00 [ft] Load Combinations: ICBO -UBC 0.56 0.80 1.36 1.0 16.0 ft DESIGN CHECK - NDS -1997 MAXIMUM REACTIONS and BEARING LENGTHS (force =kips, length =in) A 0.56 0.80 1.36 1.0 WoodWorks® Sizer 97c Bottom= @Supports ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: Hem -Fir, No.2, 6x12 This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## SECTION vs. DESIGN CODE (stress =psi, deflection =in) Criterion 1 Analysis Value 1 Design Value 1 Analysis /Design 1 1 1 1 I Shear fv @d = 28 Fv' = 80 fv /Fv' = 0.35 Bending( +) fb = 538 Fb' = 776 fb /Fb' = 0.69 Live Defl'n 0.19 = L/998 0.80 = L/240 0.24 Total Defl'n 0.39 = L/487 1.07 = L /180 0.37 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# a =a = = =a =a== =aa Fb' += 675 1.15 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 70 1.15 1.00 1.00 (CH = 1.000) 2 Fcp'= 405 1.00 1.00 - E'. = 1.1 million 1.00 1.00 2 =a = =aa = = =aaaa= = = Bending( +): LC# 2.= D +S, M = 5.44 kip -ft Shear : LC# 2 = D +S, V = 1.36, V @d = 1.20 kips Deflection: LC# 2 = D +S Total Deflection = 1.50(Defln dead) + Defln_Live. (D =dead L =live S =snow W =wind I= impact C= construction) ________ = = ■■■= a = = = = ==a =a = = == = aaa = = = =caa =aaa a =a= =a = = = = = = = = =aa = = = == a = === = =aaa= 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. June 22, 2001 14:49:18 Z3A Beam5.wbc WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN COMPANY 1 Daniel Tyrrell, PE I Job #01 -333 2121 Meridian East, Suite #9 1 Alternative Design Edgewood, WA 98371 (253) 568 - 7991 /fax (253) 568 -8137 1 Joist DESIGN DATA: ______ == ============= _- ______ _ _- _ - - - -_ == material: Lumber -soft @ 12.0 [in] spacing lateral support: Top= Full Bottom= @Supports total length: 5.00 [ft] Load Combinations: ICBO -UBC INPUT LOADS: (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight of members has NOT been included« = == == = = =____ Load 1 Type 1 Distribution 1 Magnitude 1 1 1 1 Start End 1 1 1 1 1 1 Live Full UDL 600.00 No 2 Dead Full UDL 150.00 No MAXIMUM REACTIONS and BEARING LENGTHS (force =kips, length =in) Dead Live Total B.Length ________ Criterion 1 Shear Bending( +) Live Defl'n Total Defl'n FACTORS: F ADDITIONAL DATA DESIGN NOTES: 5.0 ft __________ 0.37 0.37 1.50 1.50 1.87 1.87 1.3 1.3 DESIGN CHECK - NDS -1997 ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: Hem -Fir, No.2, 4x10 This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## ___ SECTION vs. DESIGN CODE (stress =psi, deflection =in) Analysis Value 1 Design 1 fv @d = 60 Fv' = 75 fb = 563 Fb' = 1020 0.03 = <L/999 0.17 = L/360 0.04 = <L/999 0.25 = L/240 CD C Ct _______ =_________ ____ Fb' += 850 1.00 1.00 1.00 1.000 Fv' = 75 1.00 1.00 1.00 Fcp'= 405 1.00 1.00 E'- = 1.3 million 1.00 1.00 __________________________ _____ _____ WoodWorkse Sizer 97c CL CF CV Cfu __ _____ __ PROJECT Location 1 Pattern Start End 1 Load 1 Value 1 Analysis /Design 1 1 1 fv /Fv' = 0.80 fb /Fb' = 0.55 0.17 0.15 Cr LC# 1.20 1.000 1.00 1.00 2 (CH = 1.000) 2 2 Bending( +): LC# 2 = D +L, M = 2.34 kip -ft Shear : LC# 2 = D +L, V = 1.87, V @d = 1.30 kips Deflection: LC# 2 = D +L Total Deflection = 1.50(Defln dead) + Defln Live. (D =dead L =live S =snow W =wind I= impact C= construction) ========================== = == = ■== ■= = = ■== =■■== = ■■■= == 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. June 22, 2001 14:51:10 Beam6.wbc WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN COMPANY I PROJECT Daniel Tyrrell, PE 1 Job #01 -333 2121 Meridian East, Suite #9 1 Alternative Design Edgewood, WA 98371 1 (253) 568- 7991 /fax (253) 568 -8137 1 Joist DESIGN DATA: DESIGN CHECK - NDS -1997 material: Lumber -soft @ 12.0 [in] spacing service: wet lateral support: Top= Full Bottom= @Supports total length: 7.00 [ft] Load Combinations: ICBO -UBC INPUT LOADS: (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight of members has NOT been included« Load 1 Type 1 Distribution 1 Magnitude 1 Location 1 Pattern 1 I Start End 1 Start End 1 Load I. I 1 I I 1 Live Full UDL 80.00 No 2 Dead Full UDL 257.00 No 3 Snow Full UDL 150.00 No MAXIMUM REACTIONS and BEARING LENGTHS (force -kips, length in) Dead Live Total B.Length as _ _ _ _ _ _ _ _ ,_ W 7.0 ft Z H' F- O Z F-, 0.90 0.80 1.70 1.8 0.90 0.80 1.70 1.8 ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: Hem -Fir, No.2, 4x10 This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## SECTION vs. DESIGN CODE (stress=psi, deflection =in) Criterion 1 Analysis Value 1 Design Value I Analysis /Design 1 I 1 1 1 Shear fv @d = 62 Fir' = 84 fv /Fv' = 0.74 Bending( +) fb = 717 Fb' = 1173 fb /Fb' = 0.61 Live Defl'n 0.05 = <L/999 0.23 = L/360 0.20 Total Defl'n 0.12 = L/682 0.35 = L/240 0.35 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb' += 850 1.15 1.00 1.00 1.000 1.20 1.000 1.00 1.00 3 Fv' = 75 1.15 0.97 1.00 (CH = 1.000) 3 Fcp'= 405 0.67 1.00 - E' = 1.3 million 0.90 1.00 3 =a=== a =aa =a= =aa= = = = a =a =aa= == as = = = = =a ADDITIONAL DATA Bending( +): LC# 3 = D +L +S, M = 2.98 kip -ft Shear : LC# 3 = D +L+S, V = 1.70, V @d = 1.33 kips Deflection: LC# 3 = D +L +S Total Deflection = 1.50(Defln_dead) + Defln Live. (D =dead L =live S =snow W =wind I= impact C= construction) DESIGN NOTES: =a= a =aa= == =a === =tea WoodWorks® Sizer 97c June 22, 2001 14:54:46 as = =a = == = = =a = a= 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. F- W .6 -J U .0 O' . (n W :. W = W o N :] Beam7.wbc WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN COMPANY I PROJECT Daniel Tyrrell, PE I Job #01 -333 2121 Meridian East, Suite #9 I Alternative Design Edgewood, WA 98371 I (253) 568- 7991 /fax (253) 568 -8137 I Joist DESIGN DATA: material: I -joist @ 16.0 [in] spacing total length: 18.00 [ft] Load Combinations: ICBO -UBC INPUT LOADS: (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight of members has NOT been included« ______■__ Load I Type I Distribution I Magnitude I Location I Pattern I I Start End I Start End 1 Load I 1 I 1 I 1 Live Full Area 40.00 (16.0)* No 2 Dead Full Area 10.00 (16.0)* No 3 Snow Point 0.57 18.00 Yes 4 Dead Point 0.48 18.00 No *Tributary Width (in) MAXIMUM REACTIONS and BEARING LENGTHS (force =kips, length =in) Uplift Dead Live Total ____ 0.03 0.04 0.42 0.46 DESIGN CHECK - NDS -1997 16.0 2.0 ft __________ 0.68 1.18 1.86 WoodWorks® Sizer 97c SECTION vs. DESIGN CODE (force =kips, moment= kip -ft, deflection =in) Criterion I Analysis Value I Design Value 1 Analysis /Design I 1 I I I Shear V = 1.19 Vr = 1.64 V /Vr = 0.72 Bending( +) M = 1.62 Mr = 4.48 M /Mr = 0.36 Bending( -) M = 2.24 Mr = 5.15 M /Mr = 0.43 Live Defl'n 0.08 = L/286 0.10 = L/240 0.84 Total Defl'n 0.03 = L/829 0.20 = L /120 0.14 (a cantilever span governs deflection) _____________ == ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: generic, high stg., 1.75x11.875 This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# ________ Fb' += 0 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fb' -= 0 1.15 1.00 1.00 1.000 1.00 1.000 1.00 1.00 3 Fv' = 0 1.15 1.00 1.00 3 ADDITIONAL DATA _____ DESIGN NOTES: ____ Bending( +): LC# 2 = D +L, M = 1.62 kip -ft Bending( -): LC# 3 = D +L +S, M = 2.24 kip -ft Shear : LC# 3 = D +L +S, V = 1.19 kips Deflection: LC# 2 = D +L EI= 350.00 million lb -in2 Total Deflection = 1.50(Defln dead) + Defln Live. (D =dead L =live S =snow W =wind I= impact C =construction) (Load Pattern: s =S /2, X =L +S or L +C, _=no pattern load in this span) ______ = = ____ =__ _ ____ 1. Please verify that the default deflection limits are appropriate for your application. 2. I- JOISTS: the attached I -joist selection is for preliminary design only. For final member design contact your local I -Joist manufacturer. June 22, 2001 14:59:52 2-'73/ :Z • W U N 0 . u) W' ' W=, -I I-, W 0 J N a = W Z � H- Z 2 D. N .• C3H =U . Li. ~ W U = '. a Beame.wbc WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN COMPANY I PROJECT Daniel Tyrrell, PE I Job #01 -333 2121 Meridian East, Suite #9 1 Alternative Design Edgewood, WA 98371 I (253) 568- 7991 /fax (253) 568 -8137 I Beam DESIGN DATA: aaaaaaaaaaaa=aa material: Timber -soft lateral support: Top= Full total length: 10.00 (ft) Load Combinations: ICBO -UBC aaaaaaaa as INPUT LOADS: (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight of members has NOT been included« = == =aaa __ Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load I I I I I 1 Dead Full UDL 143.00 No 2 Snow Full UDL 100.00 No MAXIMUM REACTIONS and BEARING LENGTHS (force =kips, length =in) aaaaaaaa -a_ -a- -..aaa 10.0 ft Dead Live Total B.Length 0.71 0.50 1.21 1.0 DESIGN CHECK - NDS -1997 0.71 0.50 1.21 1.0 ##### ####################################### # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: Hem -Fir, No.2, 6x10 This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## SECTION vs. DESIGN CODE (stress =psi, deflection =in) Criterion I Analysis Value I Design Value I Analysis /Design I Shear Bending( +) Live Defl'n Total Defl'n FACTORS: F CD CM •Ct CL CF CV Cfu Cr LC# ADDITIONAL DATA DESIGN NOTES: 1 fv @d = 29 fb = 441 0.05 = <L/999 0.16 = L/733 aaaaaa WoodWorkse Sizer 97c a as aaaaaaaaaaaaaa =aaa Bottom= Full Fv' = 80 Fb' = 776 0.50 = L/240 0.67 = L /180 I I fv /Fv' = 0.36 fb /Fb' = 0.57 0.10 0.25 Fb' += 675 1.15 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 70. 1.15 1.00 1.00 (CH = 1.000) 2 Fcp'= 405 1.00 1.00 - E' = 1.1 million 1.00 1.00 2 aaaaaa a a Bending( +): LC# 2 = D +S, M = 3.04 kip -ft Shear : LC# 2 = D +S, V = 1.21, V @d = 1.02 kips Deflection: LC# 2 = D +S Total Deflection = 1.50(Defln dead) + Defln Live. (D =dead L =live S =snow W =wind I= impact C= construction) = = =aaaa =aaaa =aaaaaaaa== = = aaa aaaaaa a ===aaa =aaaaaa == aaaa = = =a aaaaa aaaa aaaa 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. June 22, 2001 15:01:58 Z i W : • JO 00 'CAW W I• ._J H. W O • N om': • H W T . Z F-; • .11J D U �. :O N' 0 W W' 2 ' I�- • U Z Beam9.wbc WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN COMPANY Daniel Tyrrell, PE 2121 Meridian East, Suite #9 Edgewood, WA 98371 (253) 568 - 7991 /fax (253) 568 -8137 Beam DESIGN DATA: material: Glulam Simple lateral support: Top= Full total length: 20.00 Eft) Load Combinations: ICBO -UBC INPUT LOADS: (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight of members has NOT been included« Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End 1 Start End I Load I I I I I 1 ,Dead Full UDL 177.00 No 2 Snow Full UDL 150.00 No Dead Live Total B.Length 1.77 1.50 3.27 1.0 20.0 ft A• A I Job #01 -333 1 Alternative Design DESIGN CHECK - NDS -1997 1.77 1.50 3.27 1.0 Bottom= Full MAXIMUM REACTIONS and BEARING LENGTHS (force =kips, length =in) ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: VG West.DF, 24F -V4, 5.125x13.5 This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## SECTION vs. DESIGN CODE (stress =psi, deflection =in) Criterion Shear Bending( +) Live Defl'n Total Defl'n FACTORS: F Fb' += 2400 1.15 1.00 Fv' = 190 1.15 1.00 Fcp'= 650 1.00 E' = 1.8 million 1.00 ADDITIONAL DATA DESIGN NOTES: WoodWorks® Sizer 97c PROJECT 1 Analysis Value I Design Value I Analysis /Design 1 1 I 1 fv @d = 63 Fv' = 218 fv /Fv' = 0.29 fb = 1260 Fb' = 2741 fb /Fb' = 0.46 0.29 = L/840 0.67 = L/360 0.43 0.79 = L/303 1.00 = L/240 0.79 CD CM Ct CL CF 1.00 1.000 1.00 0.993 1.00 1.00 1.00 Bending( +): LC# 2 = D +S, M = 16.35 kip -ft Shear : LC# 2 = D +S, V = 3.27, V @d = 2.90 kips Deflection: LC# 2 = D +S Total Deflection = 1.50(Defln_dead) + Defln Live. (D =dead L =live S =snow W =wind I= impact C= construction) ___ CV Cfu Cr LC# 1.00 1.00 2 2 2 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). June 22, 2001 15:03 :30 .ct w:. .-J U' U O ' W=. w } O u. Q =a w ' Z f.. II- O III W 2 Di . U 0• O ui .0) AU w. --O w Z UN`. • • O~ Z Beam1 O.wbc WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN COMPANY I PROJECT Daniel Tyrrell, PE I Job #01 -333 2121 Meridian East, Suite #9 I Alternative Design Edgewood, WA 98371 1 (253) 568 -7991 /fax (253) 568 -8137 I Joist DESIGN DATA: == a = === == =a== =a == == as = = == = === a= = = =aa == =a= _______ ___ =a == INPUT LOADS: (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight of members has NOT been included« Load I Type 1 Distribution I Magnitude I Location 1 Pattern I I I Start End I Start End 1 Load I I I I I 1 Live Full Area 40.00 (16.0)* No 2 Dead Full Area 10.00 (16.0)* No *Tributary Width (in) ____ _ = a =a = = = == __ MAXIMUM REACTIONS and BEARING LENGTHS (force =kips, length =in) Dead Live Total material: I -joist @ 16.0 [in] spacing total length: 15.50 (ft) Load Combinations: ICBO -UBC 15.5 ft A 0.10 0.41 0.52 DESIGN CHECK - NDS -1997 0.10 0.41 0.52 WoodWorks® Sizer 97c == = = == a == x =■ ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: generic, low stg., 1.75x9.5 This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## SECTION vs. DESIGN CODE (force =kips, moment = kip -ft, deflection =in) Criterion I Analysis Value 1 Design Value I Analysis /Design 1 1 I I I Shear V = 0.52 Vr = 0.81 V /Vr = 0.64 Bending( +) M = 2.00 Mr = 2.94 M /Mr = 0.68 Live Defl'n 0.37 = L/499 0.39 = L/480 0.96 Total Defl'n 0.51 = L/363 0.77 = L/240 0.66 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# _______ __________________________ Fb' += 0 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Iv' = 0 1.00 1.00 1.00 2 ADDITIONAL DATA Bending( +): LC# 2 = D +L, M = 2.00 kip -ft Shear : LC# 2 = D +L, V = 0.52 kips Deflection: LC# 2 = D +L EI= 186.00 million lb -in2 Total Deflection = 1.50(Defln dead) + Defln Live. (D =dead L =live S =snow W =wind I= impact C =construction) DESIGN NOTES: aa= ______ _ = ____ °______ _ =■■ 1. Please verify that the default deflection limits are appropriate for your application. 2. I- JOISTS: the attached I -joist selection is for preliminary design only. For final member design contact your local I -Joist manufacturer. June 22, 2001 15:05:16 H'.Z1 • W; 6 • JU, U o, • ' W= J F.. • O W •u_ 'N Z . I- a Z I-• • W W; U � W : V LL ~O lll Z Beam11.wbc COMPANY I PROJECT Daniel Tyrrell, PE I Job #01 -333 2121 Meridian East, Suite #9 I Alternative Design Edgewood, WA 98371 I (253) 568 -7991 /fax (253) 568 -8137 1 Joist DESIGN DATA: Dead Live Total B.Length WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN ADDITIONAL DATA DESIGN CHECK - NDS -1997 material: Lumber -soft @ 12.0 [in] spacing lateral support: Top= Full Bottom= Full total length: 7.00 [ft] Load Combinations: ICBO -UBC INPUT LOADS: (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight of members has NOT been included« Load 1 Type 1 Distribution 1 Magnitude I Location I Pattern 1 Start End I Start End 1 Load I I I 600.00 No 150.00 No I I I I 1 Live Full UDL 2 Dead Full UDL MAXIMUM REACTIONS and BEARING LENGTHS (force =kips, length =in) A 7.0 ft 0.52 0.52 2.10 2.10 2.62 2.62 1.9 1.9 ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: Hem -Fir, No.2, 4x12 This section. PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## SECTION vs. DESIGN CODE (stress =psi, deflection =in) Criterion I Analysis Value I Design Value I Analysis /Design I 1 I I 1 Shear fv @d = 73 Fir' = 75 fv /Fv' = 0.98 Bending( +) fb = 747 Fb' = 935 fb /Fb' = 0.80 Live Defl'n 0.06 = <L/999 0.23 = L/360 0.26 Total Defl'n 0.08 = <L/999 0.35 = L/240 0.24 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb' += 850 1.00 1.00 1.00 1.000 1.10 1.000 1.00 1.00 2 Fv' = 75 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 405 1.00 1.00 - E' = 1.3 million 1.00 1.00 2 DESIGN NOTES: Wood Works® Sizer 97c Bending( +): LC# 2 = D +L, M = 4.59 kip -ft Shear : LC# 2 = D +L, V = 2.62, V @d = 1.92 kips Deflection: LC# 2 = D +L Total Deflection = 1.50(Defln_dead) + Defln Live. (D =dead L =live S =snow W =wind I =impact C= construction) 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. June 22, 2001 15:07:08 10/ _ )- ' re W: QQ .W� J U; U 0: co 0 2 ' W =: CO W 0. N om I- 0; W H; 0: U N'. . •= V LI H: 0; W Z. U =: O ; Z WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN ColumnI.wcc COMPANY I PROJECT Daniel Tyrrell, PE 1 Job #01 -333 2121 Meridian East, Suite #9 I Alternative Design Edgewood, WA 98371 1 (253) 568- 7991 /fax (253) 568 -8137 I Column DESIGN DATA: WoodWorks® Sizer 97c DESIGN CHECK - NDS -1997 type: pinned base, Loadface = width(b) material: Lumber Post Ke x Lb: 1.00 x 9.00= 9.00 [ft] Ke x Ld: 1.00 x 9.00= 9.00 [ft) total length: 9.00 [ft] Load Combinations: ICBO -UBC INPUT LOADS: (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight of members has NOT been included« Load 1 Type I Distribution I Magnitude 1 Location 1 Pattern I I I Start End 1 Start End 1 Load I 1 I I I 1 Dead Axial 1.80 (Eccentricity = 0.0 in) 2 Live Axial 1.60 (Eccentricity = 0.0 in) ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: Hem -Fir, No.2, 4x4 This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## SECTION vs. DESIGN CODE (stress =psi, deflection =in) I Analysis Value 1 Design Value I Analysis /Design I I I I I Axial fc = 278 Fc' = 384 fc /Fc' = 0.72 Axial Bearing fg = 278 Fg' = 1670 fg /Fg' = 0.17 Criterion FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fc' = 1300 1.00 1.00 1.00 E' = 1.3 million 1.00 1.00 Fg' = 1670 1.00 1.00 ADDITIONAL DATA DESIGN NOTES: 1.15 (Cp = 0.257) Axial : LC# 2 = D +L, P = 3.40 kips (D =dead L =live S =snow W =wind I= impact C= construction) 1. Please verify that the default deflection limits are appropriate for your application. June 22, 2001 15:53:52 2 0 2 • .4 �: 1r <. ti..n ^.<<1.,.(:'. ♦ . «N'.• &::, i1 'f;: r. :,i. .a }...:.� . V:t.'i.4:f.'i 6 J0 0 0 ° . W = J H N LL W } = C'1 W , H-0 Z 0 N ; . ❑ W W - U lL O U I 1... 0 .4' 303.3.4 Source Specific Ventilation Ducts: Source specific ventilation ducts shall terminate outside the building. Exhaust ducts shall be equipped with back -draft dampers. All exhaust ducts in unconditioned spaces shall be insulated to a minimum of R-4. Terminal elements shall CAN ` ,� , fr, 1' �1f screened or otherwise protected from entry by leaves or ta-) have at least the equivalent net free area of the duct work. 2� fTerminal elements for exhaust fan duct systems shall be 303.4 Prescriptive Whole House Ventilation Systems: Whole house ventilation shall be provided by a system that meets the requirements of either Section 303.4.1, 303.4.2, 303.4.3, or 303.4.4. A system which meets all of the requirements of one of these Sections shall be deemed to ti satisfy the requirements for a whole house ventilation (systegi.� --^ 303.4.1 Intermittent Whole House Ventilation Using Exhaust Fans: This Section establishes minimum prescriptive requirements for intermittent whole house ventilation systems using exhaust fans. A system which meets all the requirements of this Section shall be deemed to satisfy the requirements for a whole house ventilation system. 303.4.1.1 Whole House Ventilation Fans: Exhaust fans providing whole house ventilation shall have a flow rating at 0.25 inches water gauge as specified in Table 3 -2. Manufacturers' fan flow ratings shall be determined according to HVI 916 (April 1995) or AMCA 210. 303.4.1.2 Fan Noise: Whole house fans located 4 feet or less from the interior grille shall have a sone rating of 1.5 or less measured at 0.1 inches water gauge. Manufacturer's noise ratings shall be determined as per HVI 915 (October 1995). Remotely mounted fans shall be acoustically isolated from the structural elements of the building and from attached duct work using insulated flexible duct or other approved material. 303.4.1.3 Fan Controls: The whole house ventilation fan shall be controlled by a 24 -hour clock timer with the capability of continuous operation, manual and automatic control. The 24 -hour timer shall be readily accessible. The 24 -hour timer shall be capable of operating the whole house ventilation fan without energizing other energy - consuming appliances. At the time of final inspection, the automatic control timer shall be set to operate the whole house fan for at least 8 hours a day. A label shall be affixed to the control that reads "Whole House Ventilation (see operating instructions)." 303.4.1.4 Exhaust Ducts: All exhaust ducts shall terminate outside the building. Exhaust ducts shall be equipped with back -draft dampers. All exhaust ducts in unconditioned spaces shall be insulated to a minimum of R-4. I i • f1GTH/11y# vol -Z30 LoTt3 - 4PDEr' 61t46* Effective 7/01 /01 Washington State Ventilation And Indoor Air Quality Code 303.4.1.5 Outdoor Air Inlets: Outdoor air shall be distributed to each habitable room by individual outdoor air inlets. Where outdoor air supplies are separated from exhaust points by doors, provisions shall be made to ensure atr flow by installation of distribution ducts, undercutting / /'doors, installation of grilles, transoms, or similar means / where permitted by the Uniform Building Code. Doors shall be undercut to a minimum of 1/2- inch above the surface of the finish floor covering. Individual room outdoor air inlets shall: a. Have controllable and secure openings; b. Be sleeved or otherwise designed so as not to compromise the thermal properties of the wall or window in which they are placed; c. Provide not less than 4 square inches of net free area of opening for each habitable space. Any inlet or combination of inlets which provide 10 cfm at 10 Pascals as determined by the Home Ventilating Institute Air Flow Test Standard (HVI 901 [November 1996] ) are deemed equivalent to 4 square inches net free area. Inlets shall be screened or otherwise protected from entry by leaves or other material. Outdoor air inlets shall be located so as not to take air from the following areas: a. Closer than 10 feet from an appliance vent outlet, unless such vent outlet is 3 feet above the outdoor air inlet. b. Where it will pick up objectionable odors, fumes or flammable vapors. c. A hazardous or unsanitary location. d. A room or space having any fuel- burning appliances therein. e. Closer than 10 feet from a vent opening of a plumbing drainage system unless the vent opening is at least 3 feet above the air inlet. f. Attic, crawl spaces, or garages. EXCEPTION: Exhaust only ventilation systems do not require outdoor air inlets if the home has a ducted forced air heating system that communicates with all habitable rooms and the interior doors are undercut to a minimum of 1/2- inch above the surface of the finish floor covering. 9 n. i�1 i'i+An��� i.+aJ�. iR d i.VV 131Ve4402;04• d'J Z _ , - tY W . 6 J 00 N W = J 1.- N u_ W 0 • _ • d I Z0 0 to O — C) 1— = U ' F- E O .. Z W CO O Z WASHINGTON STATE ENERGY CODE 38 TABLE 6 -2 PRESCRIPTIVE REQUIREMENTS ** FOR GROUP R OCCUPANCY CLIMATE ZONE 1 • HEATING BY OTHER FUELS * Reference Case I ** Nominal R values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 19 %, it shall comply with all of the requirements of the 21% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 'Adv' denotes Advanced Framed Ceiling. 3. ; Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R -10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. The following options shall be applicable to buildings less than three stories: 0.50 maximum for glazing areas of 25% or less; 0.45 maximum for glazing areas of 30% or less. 8. Reserved. 9. Minimum HVAC equipment efficiency requirement. 'Low' denotes an AFUE of 0.74. 'Med.' denotes an AFUE of 0.78. 'High' denotes an AFUE of 0.88. Minimum HVAC equipment efficiency requirement for heat pumps. 'Low' denotes HSPF of 6.35. 'Med.' denotes an HSPF of 6.8. 'High' an HSPF of 7.7. Water and ground source heat pumps shall be considered as medium efficiency and have a minimum COP as required in Table 5 -7. 10. Doors, including all fire doors, shall be assigned default U- factors from Table 10~6C. 11. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with U- factor of U =0.40 or less is not included in glazing area limitations. 12. Overhead glazing shall have U- factors determined in accordance with NFRC 100 or as specified in Section 502.1.5. an 7/01/01 L 6 .J 0 U) W W W O g Q . N d = W Z i- O W ~ W 0 1- = U' H �. O . , Z 0 _' . Z ' Option HVAC Equip. Effie. Glazing Area": % of Floor Glazing U- Factor Door 10 U- Factor Ceiling Vaulted Ceiling 3 Wall Above Grade Wall* int Below Grade Wall• ext Below Grade Floor Slab on Grade Vertical Overhead I. Med. 10% 0.70 0.68 0.40 R -30 R -30 R -15 R -15 R -10 R -I9 R -10 II. Med. 12% 0.65 0.68 0.40 R -30 R -30 R -15 R -15 R -10 R -19 R -10• III. High 21% ' 0.75 0.68 0.40 R -30 R -30 R -19 R -19 R -10 R -19 R -10 1 IV.* Med. 21% 0.65 0.68 0.40 R -30 R -30 R -19 R -19 R -10 R -19 R -10 V. Low 21% 0.60 0.68 0.40 R -30 R -30 R -19 R -19 R -10 R -19 R -10 VI.' Med. 25% 0.45' 0.68 0.40 R -38 R -30 R -19 R -19 R -10 R -25 R -10 VII.' Med. 30% 0.40' 0.68 0.40 R -30 R -30 R -19 R -19 R -10 R -25 R -10 VIII. Med. unlimited 0.25 0.40 0.40 R -30 R -30 R -19 R -19 R -10 R -25 R -10 WASHINGTON STATE ENERGY CODE 38 TABLE 6 -2 PRESCRIPTIVE REQUIREMENTS ** FOR GROUP R OCCUPANCY CLIMATE ZONE 1 • HEATING BY OTHER FUELS * Reference Case I ** Nominal R values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 19 %, it shall comply with all of the requirements of the 21% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 'Adv' denotes Advanced Framed Ceiling. 3. ; Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R -10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. The following options shall be applicable to buildings less than three stories: 0.50 maximum for glazing areas of 25% or less; 0.45 maximum for glazing areas of 30% or less. 8. Reserved. 9. Minimum HVAC equipment efficiency requirement. 'Low' denotes an AFUE of 0.74. 'Med.' denotes an AFUE of 0.78. 'High' denotes an AFUE of 0.88. Minimum HVAC equipment efficiency requirement for heat pumps. 'Low' denotes HSPF of 6.35. 'Med.' denotes an HSPF of 6.8. 'High' an HSPF of 7.7. Water and ground source heat pumps shall be considered as medium efficiency and have a minimum COP as required in Table 5 -7. 10. Doors, including all fire doors, shall be assigned default U- factors from Table 10~6C. 11. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with U- factor of U =0.40 or less is not included in glazing area limitations. 12. Overhead glazing shall have U- factors determined in accordance with NFRC 100 or as specified in Section 502.1.5. an 7/01/01 L 6 .J 0 U) W W W O g Q . N d = W Z i- O W ~ W 0 1- = U' H �. O . , Z 0 _' . Z ' FILE #: PERMIT: INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING COMPUTER SOFTWARE & CONSULTING COMPUTER NETWORKING & MAINTENANCE HTTP : / /MEMBERS.AOL.COM /SPEARSENG/ DATE /2 D l CLIENT: tA ��• —:�� DAILY REPORT PROJECT: INSPECTOR: . 74, , )-7441-1-7: 1 ') N /2-7-1 �di A- / CONTRACTOR: WEATHER: ^ - fr•• t v SPEARS ENGINEERING & TECHNICAL SERVICES 7i :- ; ; s a)o J - 230 ,Toy C23/ Iv w L� Si! / j �/t -o Iv 3'c .LD .26{'0 > S. / ( Gt.. -‘ ; 7e-A - n P.O. Box 1007 AUBURN, WASHINGTON 98071.1007 RECEN flF"I 1 Q 7nfl PHoNE: (253) 833 -7967 FAx: (253) 735 -2867 / S t. / MORES 09/03,' ,7 7` FIE #: DATE: CLIENT: PERM' INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING COMPUTER SOFTWARE & CONSULTING COMPUTER NETWORKING & MAINTENANCE HTTP : / /MEMBERS.AOL.COM /SPEARSENG/ /1 —20- v P.O. Box 1007 AUBURN, WASHINGTON 98071 -1007 DAILY REPORT PROJECT: ��ti`f� 14 ?e INSPECTOR: �- 3a l CONIRACTOR: WEATHER: 5,9.,* Z �-- �c La/ - ���c/eE D • /Z..- Rare .7z -245 s At < 241.9.-4) PHONE: (253) 833-7967 FAX: (253) 735 -2867 SPEARS ENGINEERING & TECHNICAL SERVICES RECEIVED, C £.J ?001 BUiLLANG i , ,► TSv7 Z ~ W re 00 c o J = H w u. Q rn a = w z � I- w 2 o . O D O H . w 9- 0 .. z w UN O z NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U -VALUE AREA S.F. 76X-1-hi zbr 0(/ 1 y4 : '� 5 x Le zo 3 , 1 •3-- 5 X Li �s 2.-e) - 3 ?° L i 3 •4) cl 1 2- 12— 6 x 1 3`5 L A AS- IA 3 z0 i2- /Xl / x 3- - 4- ""4- • 1. HEAT SOURCE: TOTAL GLAZING AREA ENRGYCOD.DOC 2 /13/97 CITY OF TUKWILA Permit Center H-15 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 ACTIVITY n. Telephone: (206) 431 -3670 WASHINGTON STATE ENERGY CODE Z32. RESIDENTIAL COMPLIANCE FORM • PRESCRIPTIVE APPROACH S.F. - TOTAL CONDITIONED FLOOR AREA oil, propane, heat pump, electric) 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE TOTAL GLAZING AREA 44 (add entire column) S.F. x 100 = PROPOSED GLAZING PERCF.NTAGE The proposed glazing percentage must be less than or equal to the glazing percentage listed under the prescriptive option that is selected. •: . ,,, ..i t,. ,,,a�� wi:. y;". ,+: >.. .,+e &z& + �' + ".,�; a�Py.3 e..< ;ji 43 V:r, F u ` s f yv ��iSPa. } i ' n 4 : i vatAt"td+u""' •"+'ck�'`t "i . jiC,f4 , akft1.37;'l td ' ' .a ";t �G� ;..+r.»rtattiadve ` tw:YSr ].va4, Fns.: +. 1;tA"`� PART A: (To be completed Site Address (Attach map and Legal Description showing �'Y., 5+:u °: i. l• b 't s' " i$ .. ! . �o��ej�r�r��rmatt ��;:� �.,�� :.i L�� :�� � r . + < � ... fir, .�4.' ". ..���.ri'fs?• by applicant) hydrant location and size of main): �+����{��' .i �+ f� t�,�.. {: � .�� ��a�.�� _ �- �,��� . V 't:%.0. .ft .`• `:4ia'•.. _� in . Cu' is �J.. f�.. �� •Q��$d - ��r � '{ '�. �� � v � 1: . Name: � pr��� ( )/ 1J L I If a -46'. r $'lS'/ � }-L>.� �� F Address: �'L��L'2� Address: Phone: 246 - 26/ -76 S - - Phone: This certificate is for the purposes of: p :11 Residential Building Permit El Preliminary Plat El ❑ Commercial/Industrial Building Permit ❑ Rezone ❑ Short Subdivision Other /55,...- t 1 Estimated number of service connections and meter size(s): f- Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): Owner g�t -dig Date: CITY OF . UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 PROJECT #: (Use separate sheet if more room is needed) I hereby certify that the above information is true and correct. K►r wn uiater i(J * las 114,43 A. en hone 00 (o-c94 - 15'4'r limn A\!•I n -'. - .ru•. B H-ha Certificate of Water Availability (Required only if outside City of Tukwila water utility district) PART B: (To be completed by water utility district) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of $ ( 1O gpm at 20 psi residual for a duration of 2 hours at a velocity of fps as documented by the attached calculations. The proposed project is located within jc,..c(Q k . - (City /County) The improvements required to upgrade the water system tof - it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: 7— / Z — o ( Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone By Date EXISTING LEGAL DESCRIPTION THE SOUTHWESTERLY 120 FEET OF THE NORTHEASTERLY 340 FEET AS MEASURED ALONG THE SOUTHEASTERLY LINE OF TRACT 13, FOSTORIA GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED • IN VOLUME 9 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON. NEW LEGAL DESCRIPTIONS YrT THAT PORTION OF THE SOUTHWESTERLY 120 FEET OF THE NORTHEASTERLY 340 FEET, AS MEASURED ALONG THE SOUTHEASTERLY LINE OF TRACT 13, FOSTORIA GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOW: BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE NORTHEASTERLY 340 FEET OF SAID TRACT 13, WITH THE NORTHWESTERLY MARGIN OF 48TH AVE. SOUTH; THENCE NORTH 41'44'57" EAST, ALONG SAID MARGIN, 20.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID MARGIN, NORTH 41'44'57" EAST 100.00 FEET TO THE NORTHEASTERLY LINE OF SAID SOUTHWESTERLY 120 FEET THEREOF; THENCE NORTH 4815'03" WEST, ALONG SAID NORTHEASTERLY LINE, 77.41 FEET; THENCE SOUTH 41'44'57" WEST 80.00 FEET; THENCE SOUTH 26'36'38" WEST 20:72 FEET; THENCE SOUTH 48'15'03" EAST 72.00 FEET TO THE TRUE POINT OF BEGINNING. c LOT 2\ THA7'PORTION OF THE SOUTHWESTERLY 120 FEET OF THE NORTHEASTERLY 340 FEET, AS MEASURED ALONG THE SOUTHEASTERLY LINE OF TRACT 13, FOSTORIA GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOW: BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE NORTHEASTERLY 340 FEET OF SAID TRACT 13, WITH THE NORTHWESTERLY MARGIN OF 48TH AVE. SOUTH; THENCE NORTH 41'44'57 ". EAST, ALONG SAID MARGIN, 20.00 FEET; THENCE NORTH 4815'03" WEST 72.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 26'36'38" EAST 20.72 FEET; THENCE NORTH 41'44'57" EAST 80.00 FEET TO THE NORTHEASTERLY LINE OF SAID SOUTHWESTERLY 120 FEET THEREOF; THENCE NORTH 48'15'03" WEST, ALONG SAID NORTHEASTERLY LINE. 79.28 FEET; THENCE SOUTH 41'44'57" WEST 57.38 FEET; THENCE SOUTH 07'39'49" EAST 65.51 FEET; THENCE SOUTH 4815'03" EAST 34.94 FEET TO THE TRUE POINT OF BEGINNING. �s7y,'}:yYF:.^fr iN1�FU �'ft`�;��•lYY�tiTi1: (�'} iL�4. } }r� y #SiJ. 340 FEET AS 3, FOSTORIA ORDED IN ;GTON. �1THEASTERLY TO THE 95, IN KING THE ,ORTH TRUE = .RGIN, LY LINE RTH FEET; THEASTERLY TO THE 5, IN KING -1E RTH - NCE LINE THAT PORTION OF THE SOUTHWESTERLY 120 FEET OF THE NORTHEASTERLY 340 FEET, AS MEASURED ALONG THE SOUTHEASTERLY LINE OF TRACT 13, FOSTORIA GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOW: BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE NORTHEASTERLY 340 FEET OF SAID TRACT 13, WITH THE NORTHWESTERLY MARGIN OF 48TH AVE. SOUTH; THENCE NORTH 41'44'57" EAST, ALONG SAID MARGIN, 20.00 FEET; THENCE NORTH 4815'03" WEST 106.94 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 07'39'49" WEST 65.51 FEET; THENCE NORTH 41'44'57" EAST 57.38 FEET TO THE NORTHEASTERLY LINE OF SAID SOUTHWESTERLY 120 FEET THEREOF; THENCE NORTH 4815'03" WEST, ALONG SAID NORTHEASTERLY LINE, 100.00 FEET TO THE WESTERLY LINE OF SAID LOT 13; THENCE SOUTH 41'44'57" WEST, ALONG SAID WESTERLY LINE 60.00 FEET; THENCE SOUTH 4815'03" EAST 80.00 FEET; THENCE SOUTH 07'39'49" EAST 61.48 FEET; THENCE SOUTH 4815'03" EAST 23.06 FEET TO THE TRUE POINT OF BEGINNING. t'ORTION OF _ I _ 1 / 4 of j s._15_ T. 23.N., R _ THAT PORTION OF THE SOUTHWESTERLY 120 FEET OF THE NORTHEASTERLY 340 FEET, AS MEASURED ALONG THE SOUTHEASTERLY LINE OF TRACT 13, FOSTORIA GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOW: BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE NORTHEASTERLY 340 FEET OF SAID TRACT 13, WITH THE NORTHWESTERLY MARGIN OF 48TH AVE. SOUTH; THENCE NORTH 48'15'03" WEST 256.69 FEET TO THE WESTERLY LINE OF SAID LOT 13; THENCE NORTH 41'44'57" EAST, ALONG SAID WESTERLY LINE, 60.00 FEET; THENCE SOUTH 4815'03" EAST 80.00 FEET; THENCE SOUTH 07'39'49" EAST 61.48 FEET; THENCE SOUTH 4815'03" EAST 130.00 FEET TO THE NORTHWESTERLY MARGIN OF 48TH AVE. SOUTH; THENCE SOUTH 41'44'57" WEST, ALONG SAID NORTHWESTERLY MARGIN 20.00 FEET TO THE POINT OF BEGINNING. INGRESS, EGRESS AND UTILITIES EASEMENT THAT PORTION OF THE SOUTHWESTERLY 120 FEET OF THE NORTHEASTERLY 340 FEET, AS MEASURED ALONG THE SOUTHEASTERL LINE OF TRACT 13, FOSTORIA GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 95, IN KIN( COUNTY, WASHINGTON, DESCRIBED AS FOLLOW: BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE NORTHEASTERLY 340 FEET OF SAID TRACT 13, WITH THE NORTHWESTERLY MARGIN OF 48TH AVE. SOUTH; THENCE NORTH 41'44'57" EAST, ALONG SAID MARGIN, 20.00 FEET; THENCE NORTH 4815'03" WEST 57.41 FEET TO A POINT OF CURVATURE; irkt•C (M A ri iom- Tn THE RIGHT WITH A RADIUS OF 20.00 FEE 13 Monument in Case ead or Nail & Disk ug w /cap #23604 )e or rebar N i• 7 p. � o . shed Elevation datum per City of Tuk Sewer manhole #9 -44; inv. = 4 rim = 56.0' 6 9 edge asphalt paving Manhole #9 -44 q monumented 10' utility easement Platted cent 38.4' I st in W . re 2 6 JU U O N CI W . W.= W O gQ = C5 f- ui _. z � 1- o Z �. W W C = ) � . O - • I W Lu H U ti ~O • w O z r. '5;_T 1 1, Fet4ca N.-011G Lo .? 3 F'OP. . p. 25c- t_ . F . 1 )41r•I F. F. F 5Z- — — — — — - -- . _ ...... 14 Ca. tenRE •ENT if spoloAftp - 3-t FABRIC USED - - . of LOTS 1? Z_ 3 lo A a 70 RID'/'DE cove",.R ,• FOR 2RCr.e. FIFE_ °;-;--- C-0 TOO R PRO PcDe..D CONTOUR ()0) (0" SF. 11 /' 1/ 5 00 • , v SECIER A- . A 1 . 11 pIFE. STUB tE: •S' ! 4 -e&A NC • „Tt TE-.0 .• L_0 3 F‘LLE wrni, ,q" 'F- C 1 ;AoTE 43e.o PZ-31E1 N -- HOUSE- EN■la:LoM. 4-d, • I \N Id, - (irxx-Pk-L-F-r, ‘ ,rp.E.14c ,N Nar_ • 76, • PT.:,; I LoG 2 4" - Osic- LOT 4 i- • S2. . – _ 1 IE • 2 .tffic I 3 aNNIELDPS 4, / I * - SIDE __FENAJER. slue, — ce " e S 4S° 15 03" --- • 1 --r s_xs sr ;_9" Ci_11 IE et,o' e;. PVc._ soR.35 varklp-1 pipEe 0,5% roR. ykfm:, Fiscsr-4& P 1--t R-Fs1 r Ex et_Essa-i-cxjr 5t1E° /ID" Nv/ \ -7- '1415 CAP it- SURF) I . t - 42.5' :ft" S1 * • pRP.,17-.1 FIFE- . 'BT(D.E3 ( 54:30/GLIITER — ( 1111 ) tAlki 52;0' i s N • L'9 i C F LO NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Q. IIJ. a% FoR WT *e .4 *3 ISS' ( pvc_ sort 35 -SIDE SE.WG,R. • .• ,p• KI 'TO C2 pvc. - 54) – pRiqp)E Stbe S E. '4S (v;it 'CH 14,p i1 ExiSitt.ir; 1 . hie Fno.v — 4H CLEANt-1)01 u"TeS.4 :15 suRF. E:-c. tv C-z.n.%C_ t SS s i wrA Lai 1) ,._.. I —.—...s9_.-- I t Ex%.51 . ;!:": o' I I I, • i 3-423 : I I • I llr• t I 1 .1 .1 I • ... 1 .. - __. I ' . , LOT I P DPR% - ' , `„ 1 :1; (L-of I H e,t, IGt 4 .54 i'irs---1 tot PRNPTE.. PiZiN AGE- bsFti - e...517 ( 1 - so . - -. - -,, Th i lk , - CA' FLPJ 9a7E.t -2' welp&s. c.ur; f e, - -r , _0‘../ LIE ho - 12.-0' --..- I It 0 2" PC CuTt_Ei— t - --s= }E. ?-5 ACCES. RISER ' pop Fax& micu---G.,114 'Ft, •1,1c---firE,41111'unsT 5e. "ID . C-KP DE-TP\11. HP-Na so WATER. - 3' _ • — - 5 sft••o_fr C-‘ STt.: 1..tExAt IE: :- Eqsitt.4C. S" Ce'n.tc. FNC. Ox_.3 ta: 40:1' "•-• E.rISTtk: C 0Ls-IC 14-. 11 r ••• I ka- 4 j:c Sr) s - ep 1* ; • s 6).1 1 ..„..------- ,- i ..--- le 9.-31: i j. . • 'I., -- - ; i.----, --1- ,----; - ---4rbs— iz L..; . ...- I (R.emo. 1 nt tz) Ki.a\ki Rt m; 5 I 1E' 5 a,t_E-Akt -our ----- THIC" - H —6 Pri S6' -6)9 SS t C._,R.P. ‘DF:tr.i - _,43701.4 CMP HANE _21,—! \ 1 1 N IN . f - . N / SM SE / ts ,‘‘ stc€ aE.-\KJ --- T -- Mt 7 7 4 \e"•-r - vr 1 7 . - P si / • i_LEt – 55 ' 2. °' .4Z, IE I • 4 t‘ i 1 T P.11 N." 1 i 1 '--i. I _ , 1 1 I --- -- L . r --,,, - ----- ----1z." c..4.-...., I 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 Applicants Name: ,.,j A a,i2 y j yJ Phone: 2_1) , Z-4 / 7 7 Property Address or Approximate Location: t (7)4,xx 48 A „,„/, .c- Legal Description(Attach Map and Legal Description if necessary): L/ 2 � P L 9 9 Part B: (To Be Completed by Sewer Agency) 1. a. Sewer Service will be provided by side sewer connection only to an existing /./ size sewer on/ from he site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. l i . 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 of city, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC: $ 8 S O SFC: $ ) 9 © UNIT: $ TOTAL: $ 2750 (Subject to Change on January 1st) King County /METRO Capacity Charge: Currently, $1090 /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 I'May be Required c. Other: CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY By [ TOWARD A BET TcR ENVIRONMENT" SEWER DISTRICT lertificate of Sewer Availability OR 0 Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of signature. U (.. . J �>, Title 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 //, 0 1 Date • St+exrt�t^: '•.r °.x..;o. m.wa+�rerarsm wipref:C{giit w:+tr f;8 +n'gx :n >.,,... mvr:stn•rt;r;,VtitMht August 14, 2002 Harry Singh 222 South 152nd Street, #22 Seattle, WA 98148 RE: Permit Application No. D01 -232 13421 48th Avenue South Dear Permit Holder: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next/final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to September 11, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, �t t Stefania Spencer �� Permit Technician Xc: Permit File No. D01 -232 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 IY 6 UO co W= J W O � . g J • Q • d W H =, Z �.' 1— O Z I— 111 uj U � O i O 1— w w W —O Z O Z RE: September 6, 2001 Harry Singh 222 South I52nd Street, #22 Seattle, WA 98148 Dear Mr. Singh: Sincerely, CORRECTION LETTER #1 Development Permit Application Number D01-232 Singh Residence — Lot 2 13423 — 48th Avenue S 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 Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. 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 bv a messenger service. If you have any questions, please contact me at (206)431-3672. Brenda Holt Permit Coordinator encl xc: File No. D01-232 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite /1100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 Ill uji D 0... 0 tfl 0 1.-:! 1/1 I— '7 ...."; . • ; 2- W tn' —.I 0 • z . 1-0 z • August 2, 2001 Mr. Harry Singh 222 S. 152nd Street, #22 Seattle, WA 98168 RE: Letter of Incomplete Application #1 Development Permit Application Number D01-232 Lot #2 — RAM S/P 90073 Dear Mr. Singh: City of Tukwila 11011•1■101, Department of Community Development Steve Lancaster; Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 31, 2001, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Planning Division: Nora Gierloff at (206)431-3670, if you have any questions regarding the attached. • The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a 'Revision 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 snail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)433-7165. Stefania Spencer Permit Technician encl File: Permit File No. D01-232 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 PLANNING DIVISION COMMENTS DATE: August 2, 2001 PROJECT NAME: House on Lot 2 of Ram Short Plat PLAN CHECK NO.: D01 -232 Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. On the site plan it is not clear if the 10' rear yard setback is measured from the foundation, the upper floor overhang or the edge of the eave. It should be measured from the furthest point of the structure (upper floor overhang) and only 18" of eaves are allowed to protrude into the setback. If the eaves are 24" deep the setback from the property line to the upper floor would have to be 10' 6 ". The structure appears to be a duplex (separate kitchens and laundry facilities on each floor). The site is in a single family zone so only one dwelling unit is allowed unless the criteria for an accessory unit are met. The minimum lot size for a house with an accessory unit is 7,200 sf. The plan set includes both the option of an unfinished but habitable basement area and a crawl space. Please specify which option you plan to build on this site. If you decide on the basement you must include that square footage in the floor area ratio calculation (maximum is 3455 sf for the lot including the house, porch, balcony and garage). Please provide a recorded copy of short plat L99 -0073 so that the short plat file can be closed. C: \Nom's FilestLETTERS\d01- 232.DOC ACTIVITY NUMBER: D01 - 232 PROJECT NAME: SINGH RESIDENCE - LOT 2 SITE ADDRESS: 13423 - 48 AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter #1 DATE: 9 -12 -01 Revision # After Permit Is Issued DEPARTMENTS: Build ng P I'c Works L 1 t1 A q -z1-0( Complete Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 II PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n TUES /THURS ROUTING: Please Route V Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 9-13-01 No further Review Required DUE DATE 10 -11 -01 Not Applicable n Comments: REVIEWER'S INITIALS: DATE: Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: iV , 7sF;t�:t' tiiutkwa';4 vvva3' ACTIVITY NUMBER: D01 - 232 DATE: 8 -13 -01 PROJECT NAME: LOT #2— HARDEEP SINGH SITE ADDRESS: RAM SIP L990073 Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter #1 Revision # After Permit Is Issued DEPARTMENTS: Building Ki Fire Prevention G 4-44( o.. e -2a-0I LAW b4.c.0 Public WQ - Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: TUES /THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S I ITIALS: colt 1v ( wtIJ Qi(i CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PLAN RE SLIP CQeY Approved with Conditions Approved with Conditions H REVIEWER'S INITIALS: Planning Division 3 C d-(-v / Permit Coordinator DUE DATE: 8-16-01 Not Applicable No further Review Required DATE: DUE DATE 09 -13 -01 Not Approved (attach comments) DATE: 'i - 4 _61 Not Approved (attach comments) DUE DATE l I DATE: +; sA`.4 il:.;,.. "..'.4 Ai.ratitY.14.441 nYt ACTIVITY NUMBER: D01 -232 DATE: 07 -31 -01 PROJECT NAME: LOT 2 /RAM S/P 990073 SITE ADDRESS: X Original Plan Submittal Response to Incomplete Letter# Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: - 0 4 Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 065 Fire Prevention filet -r2 c)f Structural PLAN REVIEW /ROUTING SLIP Incomplete r � l7x -i 4, /l ��r� 4� c-- 8 Z -O / TUES /THURS ROUTING: Please Route n Structural Review Required APPROVALS OR CORRECTIONS: (ten days) n ek-A Olr Planning Division Permit Coordinator DUE DATE: 08-02-01 Not Applicable No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 08 -30 -01 Approved n Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: n DATE: DUE DATE DATE: 4E4z4 .tixeN 'tii. F`a+�r trir ��i4w•`i k.Z:$ill.44F 4 .1, le• ;d:'k }i •yi w.t4v' ,^.::': a, •�.L."�4. ?!�i't"X,.' r:i''Cx'. ^ f�.��l'�m:��,.'�:k' ^ ^:Y'k. :.�`am'IA {t''Yd.!Y�:: a ? Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 9 \II16( City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 ►� �- C (. Plan Check/Permit Number: 0 Response to Incomplete Letter # 0 Response to Correction Letter # 0 Revision # after Permit is Issued R ATA Project Name: R 1 1TA S Project Address: 1 k 2 - 0 ° Contact Person: g I v y/A Phone Number: 2O G " 26i— 76 ? - Summary o ( X L i i nl't a A t/1e 2A k Rec EwED CITY OF TUKwiL q SEP 1 2 2001 P, EMTER 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 Sierra on 9-4Z-0/ 08/30/00 Date: cg/M/ Response to Incomplete Letter # ® Response to Correction Letter # ❑ Revision # after Permit is Issued Plan Check/Permit Number: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the nail, fax, etc. Project Name: /0 q960? Project Address: Contact Person: Summary of Revision: A TCS L t/t & :: 1 Ce7,F m2i i LeoR Phone Number: Via /-- Z `- Z. P77b is A.10 d RECEIVED CITY o TUY.V " ILA PERMIT CEN) ,_r; 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 Sierra on f� ls�d 08/30/00 44 ....:;;r.... �..., t+,: ��a;,:, c altsisM'. u.,.. MS..;. sM..t ?a.F..xi cv:�ia: t?:Si 2 CIA z. H z QQ � JU U 0 U) w i J I- w LL Q CO I a z �. I— 0 Z O to O — o w • U LL B.'. O . LLI Z U N O I z File: 35mm Drawing# l 0 0 e • L tt,v1 k 0A..A tv (to C___5 C • �. 1 v4A, SIt SEWER sp.) S 40° 15 0 - wc�te - 4\ \ -M \ 1 \_tA /1,fm■i\ f 5l bl EL ei I I I I I I I I I I I I I I I LI I I I I I I I I I I I I I I I I I I I I I I I I LI I I Il I I I I I l I I l I IIII.III These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and Omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings • for subsequent approval. Final acceptance is subject to field Inspection b the Public Works utilities inspector. C O R Date: By: R E G T I Q N I I I I I I I I I I I IIII IIIIIIIIIIIIIiPMI I I I I I I I I III I I I ;���.� 0 INCH CHINA 5 6 8. IIIIIIIII III. I1IIIiIIIlIItI IIIJ 11lII 1�I�i i�LI��� JH!II���I����h I I�If!I • LTR # ___I RECEIVED EIVED Elm 0F.1TIUKVVILA J E: `. OJ1 PERMIT CENTER Do-a 3z •